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943 AA - TR30422-1 8/28/2006 Street Light Plan Phase 1 Menifee Lakes,COUNTY 01= RIVERSIDE SIGNING AND STRIPING PLANS TOTAL QUANTITIES ITEM NOTES BY BY CONTRACTOR COUNTY P DT PAINT 4'' DASHED WHITE STRIPE PER CALTRANS - 5,350 LF 9 STANDARD PLANS, PLAN NO. A20A, DETAIL 9. PED ]T PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS - 3,130 LF 22 STANDARD PLANS, PLAN NO. A20A, DETAIL 22. RETRO-REFLECTIVE PAVEMENT MARKER WIHTOUT PAINT 3,140 LF - 26DT PER CALTRANS STANDARD PLANS, PLAN NO. A2013, DETAIL 26. P DT PAINT 4"/4" DOUBLE DOUBLE YELLOW STRIPE PER 3,100 LF 29 CALTRANS STANDARD PLANS, PLAN NO. A20B, - DETAIL 29. P DT PAINT 8'' DASHED WHITE STRIPE PER CALTRANS - 260 LF 37B STANDARD PLANS, PLAN NO. A20C, DETAIL 37B. P DT PAINT 8'' SOLID WHITE STRIPE PER CALTRANS - 1,150 LF 38 STANDARD PLANS, PLAN NO. A20D, DETAIL 38. T ❑ APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER DT 1,680 680 SF - 1 2' W CALTRANS STANDARD PLANS, PLAN NO. A24E. T pM APPLY THERMOPLASTIC ''STOP" LEGEND PER 240 SF - STOP CALTRANS STANDARD PLANS, PLAN NO. A24D. T PM APPLY THERMOPLASTIC ''TYPE IV'' ARROW MARKING 440 SF - IV PER CALTRANS STANDARD PLANS, PLAN NO. A24A. SIGN INSTALL STANDARD SIZE SIGN ON TELESPAR POST AS IS INDICATED PER CALTRANS MUTCD CALIFORNIA 35 EA - TP SUPPLEMENT, CHAPTER 2. INSTALL STANDARD SIZE SINS ON TELESPAR POST AS SINS IS INDICATED PER CALTRANS MUTCD CALIFORNIA 14 EA - SUPPLEMENT, CHAPTER 2. DIG ALERT FOR TRACT NO. 30422-1 215 ]\A r IN I r r r GENERAL NOTES & REQUIREMENTS: 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER FEDERAL HIGHWAY ADMINISTRATION MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2003 EDITION OR ITS LATEST REVISION) AND CALTRANS MUTCD CALIFORNIA SUPPLEMENT (MAY 20, 2004 OR ITS LATEST REVISION), CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED ON 4''X4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLANS. 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT N MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. Q DRIVE 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) 0 SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. 6' 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY CG w YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. C7 w NOT TO SCALE 7. THE CONTRACTOR SHALL INSTALL SIGNS. THE COUNTY SHALL INSTALL ALL PAINTED m LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE Z WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE = UU Z PROJECT LOCATION DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE CONTRACTOR. 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE NEWPORT ROAD %%" "".` CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE .► SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE CKPO T WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT .Q MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH ''EXPRESSWAY'' OR SH��7 1 Q ''ARTERIAL'' CLASSIFICATIONS, OR AS DETERMINED BY TRANSPORTATION. LOIRE �, - - - - - 44 LN. • CD 4 0 0 SH99T 2 ++ ' m LA p��0,p,,0. �.' HOLLAND I ROAD VICINITY MAP NOT TO SCALE INDEX TO SHEETS SHEET NO DESCRIPTION 1 TITLE SHEET 2 ON -SITE (PHASE 1) SIGNING & STRIPING PLAN FOR MENIFEE ROAD 3 ON -SITE (PHASE 1) SIGNING & STRIPING PLAN FOR MENIFEE ROAD LEGEND: /— MATERIAL: P=PAINT (2 COATS), T=THERMOPLASTIC ElXX INSTALL PER CALTRANS DETAIL XX DETAIL NUMBER TYPE OF TRAFFIC STRIPING MATERIAL T=THERMOPLASTIC, P=PAINT (2 COATS) E XX INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A ]XX THRU A24E OF THE STANDARD PLANS, CALTRANS \__ - TYPE NUMBER OF PAVEMENT MARKING. WITE, Y_ YELLOW SIGN TYPE XX IS X-'0-- MOUNT SIGN AS INDICATED MA=MOUNT ON MAST -ARM. MP=MOUNT ON POST OR POLE. SP=MOUNT ON SIGNAL POLE. TP=MOUNT ON GALVANIZED POST AS PER COUNTY OF RIVERSIDE STANDARD NO. 816 - STREET NAME SIGN. = PHASE I TM O BEFORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat least 2 worKing days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ONE CITY BOULEVARD WEST-SUrrE1285 BENCH MARK: MS 4074 FOR TR 30422-2 I. P. NO. 050254 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT / ORANGE, CA 92868 ESS/ QF ES$/ 714.939.1440 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT � APPROVED BY: OQ� 0��1 (FAX)714.939.1441 SCHEDULE 'A" PERMIT AND/OR GRADING PERMIT HAS BEEN o A.O Ey (P .� �, ENGINEERING COMPANY rickengineering.com PHASE I ON -SITE 1 ISSUED. P nip v Q� C0 Orange San Diego Riverside Sacramento Phoenix Tucson 9y = PREPARED UNDER THE DIRECTION OF: SEE ABOVE SIGNING AND STRIPING PLANS FOR THE PRIVATE ENGINEER SIGNING THESE PLANS IS No.33950 Z *�^ NO.C46568 r*� q RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-0419 /Q Exp.6-30-07 � OF 3 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE HALE A. 0 M DATE: tr /fir TRACT NO. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL ! " i �y""�"� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY sr CIV1\1 �Q / %' . MENIFEE ROAD ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4 �� ' nn ,,'-/ BARRY J.0 WA R.C.E. C46568 ACCEPTABLE SOLUTION AND REVISING THE P-ANS FOR DESIGNED BY. T.M. DRAWN BY: A.N. CHECKED BY: MILK / Bic Fq� CA��FO Z,' Z�� OF CA1.���� DATE: q1 �1.6% REGISTRATION EXPIRES 6-30-07 SCALE: H: N/A DATE: yy,o, COUNTY AA APPROVAL BY THE COUNTY. RECOMMENDED WILLDAN DATE: V: N/A FILE No, Or\14590\ON-SITE\14590title-V2.dgn JN 14590 \\srv-orn1\RickStandards\IplotV10\P n\colcomp.pen 26-SEP-2006 15:56 ------------------------------ ----------- ..........-------------------------------------------- -......... -------------------------- ---- - ------------------------------------------------------- ............ ------------------- - - 74 XX DT ------------------------ -------------------------- NEWPORT ROAD is DETAIL NUMBER TP is TP .J I TYPE OF TRAFFIC STRIPING MATERIAL STOP TP lilt 44 EDXX INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A XX 40 19 SIGN TYPE XX /4 MOUNT SIGN AS INDICATED XX MP=MOUNT ON POST OR POLE. to SP=MOUNT ON SIGNAL POLE. ;;C*) R4-7 TP=MOUNT ON GALVANIZED POST AS PER is COUNTY OF RIVERSIDE STANDARD LL PM P If ru 100, 226 M R1-1,SNS R/ fill PM 29 PM 3� 1 co '40 it It TP 18' STOP IL I IL is 28' it TIP I it III It fit III S file-' SINS it TP It t [it If it 'It P fill ill III it, low III I I I III R4-7 1 if I It VO if uj CC CC ix cc uj it I if WAY III Nom It co I It it I GANTIJVIE CO if ul bi If i if If If I I fill SUNDIAL CIRCLE t It R w It SNS TP A ma If it I if III GOOSENECK TRAIL is III if I TP OY TP 29 +30 Ok LINe ST MATCH LINE STA. 27+00 see S"sel SEE SHEET 3 OF 3 DIG ALEPT CALL 4z, BEFORE CAUTION: 0% GRAPHIC SCALE 111- 1001 1-800-227-2600 YOU DIG! EXACT LOCATION OF EXISTING Ok UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO callat 60st 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ITY BOULEVARD VVM - SUrrE 1285 BENCH MARK: MS4074 FOR TR 30422-2 1. P. NO. 050254 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL 0,FA ORANGE, CA 92868 NOT COMMENCE UNTIL AN ENCROACHMENT 10ESSif TRANSPORTATION DEPARTMENT �Vof ESS/44,* 714.939.1440 COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN �p A. 0,, APPROVED BY: .14 1 %J. ENGINEEIUNG COMPAN - Y (FAX)714.939.1441 rickengineering.com SCHEDULE 'A - Orange San Diego Riverside Sacramnto Phoenix =..n PHASE I ON -SITE THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 33950 PREPARED UNDER THE DIRECTION OF: SIGNING AND STRIPING PLANS FOR If RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-10,W, 11111� 11111$44� .0 0 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE EXP.6-30-07 OF 3 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUN, APPR. DATF �X KHA A.0 MA DATE: TRACT NO. 30422-1 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CIVIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY J> CIVIV MENIFEE ROAD ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF 40`4�_ APPROVAL BY THE COUNTY. DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: MILK BJC CA1. OF C k0i DATE: ql2k"_ REGISTRATION EXPIRES 6-30-07 SCALE: H: DATE: W. 0. COUNTY \\arv_orn1\RrokStondords\|p|o+v1O\Pon\ooicomp.pon JN 14590 26-SEP-2005 15'56 cr-- � w � Q CL I— w aw o � Q a +- i__ ix w aw = w Qw = w QLL �- �L/) =o o L� =o `�Ln LL =Z O+ N')— C 111 cv Lr) IT c� F s�, o+ N oa M0 W Q �40Vs��1 In N w l-- rn 0'). �.. , W In v w AT CH 0 +3 w cn y R Q' O SIT SHEET R2-1 (25) MATCH LINE �, �.. Q„ J i, Q• w III SE 3 S P R1 -1 , SNS S TA 27+00 \\y� ! ;'�, A 3 cp 0 OF R4-7 I S E R� �, SH T OF �1 `,_ 17 2 ZL 2T1'1 I S OM1 -3 P P SE EE 2 3�Y�� %' ,,' ' ISSNSEIP8 T TP TP 37B DT - T PM Z' 22'll DT P PM STOP 9 DT TRES LAO05 T I S R1 -1 1il DT 29 ``soy ;, Ysy., r'i / �0 �i'' L,% Q '94 �'C' _ DRIVETP I� I I T PM R1TP I S 29-- - -- - -- _ R/W I PM 22 22,�, PM T R1 -1 ,SNS .\ \`�� W1 4TP I S s�'4 .�, - _ __________________ _ - 12 W STOP I S �` Q , °° r �! W is R3_7 W73A (CA) I S �� ,� _ _- -_�- -_--- VAR TP ♦ n F, X I I �l R/W _ - VA _ — _ — _ _ N _ -20' cw. R�+S p M _-_-_- _ _ - cr- w a �.A p .� „ SNS ;'ram p 15 - w� 6==== __- - - --------AR =2� -_= ry �OS DT 9 ,�\ , �� ISTP I:, U. to 16' 16 ----------=-20, PM _ _-„ ,O41VE ° , t� 6' - - RIVE R/W ------__ STOP _ �� 20 <�► , ,�, `i'\ 0 -� -�_ - S LAGOS :�� ,, __ rj R1 -1, SNS c, P DT R1 -1, SNS S �H -- _ =20' TP � V WT P DT29 22 TP u M T -\ a► p/ !. \�'� ���\\\\ �' i%' �//r /, d I µ DT 26 T M 1 2 W DT 40 _ P DT 29 �, I S a. If DT 29 STOP R1 1 - �LODEN CIRCLE R 'N N • ,2\` f;J oM1 I (� DTP P I S TP i p=t=-_�>;ti __=Wit_-J_� I S N +I DT P 0 S SNS ' �'`_ �w R4-7 II NII' TP , , l OM1 -3 ° lii� \ 1'.. 9 DT 29 C5 " _ a 28' "�� TP in HI 22 2p �' I S R2-1 (25)\'�;� + ,�,' �,, v T P �1' 1 � III � I,I P \ � TP ` o II i p ` 1 28' \1 III I DT uI �\ i, R/ $ / , W R1 -1 0- 0 4j 1 I,fit is 2 w s SNS TIP , II 11 1 S T PM TP / STOPQ Nil/ I S OM1 -3 T PM Ill : I aN , TP 12''W L, Fi'Cb bar r \ I'" a r P 1"u , �/, 0 j� /�/ `� N r DT ,l I /IP DT , < 0 fi t ,� " 29 29 , Is a I 4-2Ir"I S ROCKY I TP IlIl ll Qj ��llN/, I! / w -�0 NT COURTit 28 \. \ W -Iil __-_ _ 18' P Q pc�v _ _ _ _ 'b:, DT 38 ♦ O IP v x0 fri a O DT �� _ s :� J 40 M I rrr I�' J STOP �I T Q► Q� Q► R1 -1 SNS u M �� P t-0 �G� v ill I V ��\o �\ TP IS T III a V 12"WPM ;° o"' z LEGEND (THIS SHEET):` , DT 22 I' III 11 I I l l I I ♦R ` T PM 1 2 W I. R' `\ 20; PM STOP MATERIAL: P=PAINT (2 COATS), T=THERMOPLASTIC 1'11� 11 1 C9 X X P ➢o DT INSTALL PER CALTRANS DETAIL R��1' DT -�o ° o� P XX ` 22 v mD DT \ �' ,� 40 % Z' 29 DETAIL NUMBER 29 `?� 4, CV V y� P T PM "� TYPE OF TRAFFIC STRIPING MATERIAL DT I V I,I1P I 28 " ' I S S` P DT 22 T=THERMOPLASTIC, P=PAINT (2 COATS) " la r TP � �. \\1 R4-7 �Ik\ `I I S R1 -1 ,SNS P INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A ���'►� "rlr I S M1 -3 DT 38 N '° TP RM IV THRU A24E OF THE STANDARD PLANS CALTRANS F TP u TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW 3, 4 hF T PM S 1 2'' W I-J !un 11 P 111,E n ==18,=== SIGN TYPE I_ N DT 29 ',,Ir ;;________________ 18_==== IS XX T - --- MOUNT SIGN AS INDICATED ''I� �Il PM STOP XX I 11 ,II III MA=MOUNT ON MAST -ARM. 111 i MP=MOUNT ON POST OR POLE. I Iv 1v1j1 SP=MOUNT ON SIGNAL POLE. IIN NII I TP=MOUNT ON GALVANIZED POST AS PER FUTURE PHASE COUNTY OF RIVERSIDE STANDARD FOR TR 30422-2 NO. 816 - STREET NAME SIGN. MATCH LINE STA 39+80 DIG ALERT GENERAL NOTES: SEE TITLE SHEET. TM 100 50 0 100 200 300 CALL BEFORE CAUTION: GRAPHIC SCALE 1"- 100' You DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ONE CITY BOULEVARD WEST- SUITE 1285 BENCH MARK: MS 4074 FOR TR 30422-2 I. P. NO. 050254 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL Ess/ TRANSPORTATION DEPARTMENT r CA 9286a �Q� L$$/O • 7014939.E 440 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: �Q �,�� (FAX)714.939.1441 SCHEDULE ',- PERMIT AND/OR GRADING PERMIT HAS BEEN A. 0', EJ. .� ,�� ENGINEERINGCOMPANY rickengineering.com ISSUED. �� �- PQ� �o� Orange San Diego Riverside Sacramento Phoenix Tucson PHASE I ON -SITE 3 No.33952` y 9y = PREPARED UNDER THE DIRECTION OF: SIGNING AND STRIPING PLANS FOR THE PRIVATE ENGINEER SIGNING THESE PLANS IS / ea No.C46568 rn RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30- /y W Exp.6-30-07 OF - SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. 0 M DATE: V TRACT NO. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY / CIVIL ��' - `� I M E N I F E E ROAD APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `� CIVIL �Q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4pF �Fl� ' �� Q / BARRY J. 0 N R.C.E. C46568 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: MILK / BJC ��"�� Lso���f CA1.��� DATE: JlZ`I C4i REGISTRATION EXPIRES 6-30-07 SCALE: H: DATE: W.O.COUNTY APPROVAL BY THE COUNTY. RECOMMENDED WILLDAN AT : V: FILE N0. 0=\14590\ON-SITE\14590STR-02-V2.dgn JN 14590 \\srv-orn1\RfckStandards\lplotV10\Pen\colcomp.pen 26-SEP-2006 15,56 72 315 52 Ilk in 37 272 3� LIGHT Ul 190 34 197 INSTALL A. 320 INSTALL 234 IS 2+45 INSTALL 2-33 283 LlqH 20 INSTAL UHT 336 138 IN "-S 139 " L 331 TALL lei 330 337 130 179 173 142 145 STREET LIGHT - 0 STREET LIGHT 4-- STREET LIGHT 40 STTWE—T LIGHT 1 Sri 3+67 INSTALL LA 10 PHASE 1 DIG ALERT EFOPLE EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACII_!TIES IS UINDERGROUND SERVICE ALERT LINKOWN. CONTRACTOR TO Callat least 2 working clays prior to excayallng. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE MIL -ENGINEER S620 FPIARS ROAD BENCH MARK: TR4 C T NO, I. P. No. SHEET NO. WORK CONTAINED VITHIN THESE PLANS SHALL TRANOMMTATEON DEIPARMEN? - , i , , . i j 4:2 - 7�tA L C )1,. 33 328 6,4 APPROVED BY: A. ENGINEF-kING OMPANY INTERSECTION OF NEWPORT RD. ISSUED. 2 PIPE I TAG MARKED COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS '40.33950 [1 zz n PREPARED UNDER ,E REC CAP WELL MON. STREET LIGHT PLAN N AND Ac EPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE IKHAL�k A.0 DATE: DES IN TH OF DISCREPANCIES, ARISING AFTER COUNTY DUR NG CONSTRUCT ON. THE PRIVATE ENGINEER REVIS!ONS COUNTY APPR AL OR V ENGI ILL BE RESPONSIBLE FOR DETERMINING AN AC EFETABLE SOLUTION AND REVISING THE PLANS FOR Or FUR-. APP THE COUNTY. r I i RECOMMENDED BY WILLDAN DATE: DATE: *'e— REGISTRATION EXPIRES V! 1"= 100 1 co. __ I .- Q c T-k_-,A� -_----'_—.- .-- _ � $ � � = u � � Rt\d_14590\rough-grading\phasel\4590rgsi.tlgn \\srv-rlbl\RlckStandards\lplotV10\Pen\colcomp.pen A 14590A 21-JUN-2006 09,19 DIG ALERT 0 TM O CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cali at least 2 working days prim to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. SEAL -COUNTY �Essiq,� A.Op No.33950 Exp.6-30-06 MARK BY DATE APPR. DATE ENGINEER REVISIONS COUNTY J`T C V►- �P DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB 4TF CAOFO�� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: KHALED A.OTHMAN RECOMMENDED BY WILLDAN DATE: DATE: a: �o Q�pF ESS/a* z No.C27678 �z Exp.3/31/06 tr CIVIL 9lF of GRAPHIC SCALE 11" 200' 5620 FRIARS ROAD SAN DIEGO, CA 92110 619,291.0707 (FAX}619.291.4165 ENGINEERING COMPANY rickengineering.com San Diego Riverside Sacramento Orange Phoenix Tucson PREPARED UNDER THE DIRECTI OF: ROGER LEE BALLO R.C.E. 27678 DATE: REGISTRATION EXPIRES 3-31-06 BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 VERT.DATUM NGVD 29 SCALE: H: 1"--40' V: 1"-4' BGR NO. 041531 COUNTY OF RIVERSIDE THE LAKES PHASE 1 ROUGH GRADING PLANS TRACT NOo 30422-1 COUNTY FILE N0. SHEET NO. 2 OF 15 SHEETS Rl\d_14590\rough-graaing\pnasel\459urgsz.agn \\srv-rlbl\RlckStandards\lplotVlO\Pen\calcomp.pen JN 14590A 12-JUL-2006 09.21 10' 5' 5' 2. • 2% WHERE OPEN SPACE LOT OCCURS SEE PLANS FOR DETAILS R/W PL 5' 28' 28' 18, 18' 10, 5' 5' TYP 1.5' TYP ,� 1' F 7.• --3► 2% I 2/ -- N STREET UNDERCUT UNDERCUT TO BE DETERMINED IN FIELD TYPICAL SECTION N.T.S. FOR STREETS: LINDEN GATE LANE, SKIPSTONE WAY, ROCKLEDGE DRIVE, BOWSPRIT WAY, TATTERSAIL WAY, GOOSENECK TRAIL, KINGFISHER CT, SUNDIAL CIRCLE, STERLING CIRCLE, TREMONT DRIVE, HEATHERFIELD CIRCLE, BRIGANTINE WAY, DAWNRIDGE COURT, STARRING LANE, WOODBURY CIRCLE, SHEARWATER WAY, LAMPLIGHTER LANE, LODEN CIRCLE AND ROCKY POINT COURT R/W i R/W 86' 43' 43' 15' 28' 5' 5' e� (TYP 12% 2 �T_ 28' 15' (TYP) (.N (2V T. _ 2� t 2•� 5' MEANDERING STREET UNDERCUT TRAIL DETERMINED I TYPICAL SECTION N.T.S. FOR STREETS: TRES LAGOS DRIVE ROCKPORT ROAD TW 2" CLR x a LO i F.G. T F 0� a- - N�r- MaX 2•� - #4 HORZ. CONT. @ 24" O/C 'T': 8: CMU. W/4" @ 32" O/C DRAINAGE SYSTEM :2)-#4 (TYP.) 'ONT. - - 4" @ 32" 0/C 0 N - LL::: 71 2" [.wj3" 2/-All RETAINING WALL (B) W/ 011 TOE PER RIVERSIDE COUNTY STD DWG NO. 284 NTS DIG ALEPT M i CALL CAUTION: BEFORE TE YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Call at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. TR 30422-1 TR 30422-F z z 1.0' FINISH PAD VAREIS - 70' MIN. a �Q100 WATER SURFACE ELE�V.= 1427.3 PER PLAN I.L- 3;1 1.0' 5.0' 13.0' FINISH PAD TYP' 7P' FINISH PAD PER PLAN � PER PLAN 2! •X YP• - ROUGH GRADED 0. 12.0' 0.5, 1422.0' S;11 FINISHED SURFACE 0. 30 MAX �~ o FUTURE TRAIL - SEE _L Q100=1428.0 2X - PASEO PRECISE GRADING 4;1 LAKE EDGE- SEE BGR 04312 PLANS FOR DETAILS a o MASS GRADING PLANS FOR DETAILS ROUGH GRADED FUTURE TRAIL - SEE LAKE EDGE (OPEN SPACE LOT 344) FINISHED SURFACE PASEO PRECISE GRADING PLANS FOR DETAILS TYP„ ALONG NORTH LAKE EDGE TYPICAL PASEO SECTION (OPEN SPACE LOT 366 & 367) SEE GRADI14G PLANS AND SHEET 15 FOR DETAILS N.T.S. SEE GRADING PLANS AND SHEET 15 FOR DETAILS N.T.S. CATCH BASIN FILTER INSERT FRAME MOUNT SEE DETAIL SHEET 11 RIM PER PLAN �8" TYP. It- 20' TYP. IL 40' MAX. 15' MIN. '' � j`T7 FINISH PAD 1011..VARIES VARIES VARIES 1.0 BROOKS PRODUCTS CATCH 4' MIN. PER PLAN FINISH PAD BASIN SIZE AND GRATE 2• PER PLAN FOR BOX NO. 2424 3 MIN. 2:1 & 4:1 FOR LOT 364 ,L;� 2:1 & 4:1 FOR LOT 364 OR LARGER BREAK OUT BOX TO ROUGH GRADED ACCOMMODATE PIPE, FINISHED SURFACE BACKFILL AND TAMP PER THEN GROUT FUTURE TRAIL - SEE SOILS ENG I NNEER' S PASEO PRECISE GRADING RECOMMENDATIONS PLANS FOR DETAILS PIPE SIZE AND TYPICAL PASEO SECTION (OPEN SPACE LOTS 351, 364, 368 & 369) SLOPE PER PLAN SEE GRADING PLANS AND SHEET 15 FOR DETAILS N.T.S. 4"MIN. INVERT ELEVATION (IE) PER PLAN BROOKS BOX DETAIL (PVT) (IN -LINE CONNECTION) N.T.S. 3'x4' TOP BILCO AC IN TOP #1 PL DI 161,P) PER I WATE JOIN1 # B 1'-3" ( I Tt') PER'PLAN .AN BEND DOWN 1'-3" (TYP) Q'LI N DIAGONAL BARS # 13 (4#)@ 5"BOTH WAYS 4"PVC - PER PLAN 8"PVC - PER PLAN ELEV SHOWN ON PLANS 16"PVC PER PLAW WATERTIGHT JOINT A: 8" 4'-0" SECTION A -A N.T.S. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: i No.33950 Exp.6-30-06 APPR. DATE KHALED A.OTHMAN DATE: REVISIONS COUNTY sT C1V0- \N1 DRAWN BY: CV CHECKED BY: RLB 4TF OF CAF� RECOMMENDED BY WILLDAN DATE: SEAL -COUNTY V OFESSIG�,. 3'x4' TORSION HINGED BILCO ACCESS DOOR IN TOP O 0 00 BOX SECTION REINFORCEMENT MAXIMUM LENGTH OR WIDTH HEIGHT H THICK- NESS (T) HOR & FLOOR REINF 4' -0" 10' -10" 8" #13 @ 1 ' -0" EMERGENCY SPILLWAY OPENING SEE SHEET 6 SPILLWAY FL ELEVATION PER PLAN STEP DET, FUTURE PUMP BY OTHERS SLOPE FLOUM 1• I_/ TOWARDS OUTLET TYPICAL BOX SECTION NOTE: VERTICAL REINFORCING # 13 @ V-6" Max. FOR HORIZONTAL REINFORCING, SEE TABLE STORMDRAIN CLEANOUT GENERAL NOTES: 1. CONCRETE SHALL BE MINOR CONCRETE UNLESS OTHERWISE NOTED. 2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING UNLESS OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO SECTION 52 OF THE STANDARD SPECIFICATIONS. 4. BENDS SHALL BE IN ACCORDANCE WITH LATEST ACI CODE. 5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMETERS. 6. DEPTH H IS MEASURED FROM THE TOP OF THE STRUCTURE TO THE FLOWLINE OF THE BOX. 7. WALL THICKNESS AND REINFORCING STEEL REQUIRED MAY BE DECREASED IN ACCORDANCE WITH BOX SECTION REINFORCMENT TABLE. 8. WALL THICKNESS SHALL BE STEPPED ON THE OUTSIDE OF THE BOX. 9. WHEN THE STRUCTURE DEPTH H EXCEEDS 4'-0", STEPS SHALL BE CAST INTO THE WALL AT 1'-3" INTERVALS FROM 1'-0" ABOVE FLOOR TO WITHIN 1'-0" OF TOP OF STRUCTURE. WHERE POSSIBLE PLACE STEPS IN WALL WITHOUT PIPE OPENING, OTHERWISE OVER OPENING OF SMALLEST DIAMETER. 10. ALTERNATE STEP MAY BE AN APPROVED STEEL REINFORCED POLYPROPYLENE STEP. 11. ALL JOINTS SHALL BE SET IN CLASS C MORTAR. 12. MAINTAIN 3" CLEAR SPACING BETWEEN REINFORCING AND EXTERIOR SURFACE UNLESS OTHERWISE NOTED. 13. EXPOSED EDGE OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 0.5 ". N.T.S. SEE SHEET 6 ,AL -ENGINEER 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 RIV. CO. B.M. M-14-63 IN THE TEE �pcESS/p 619.291.0707 INTERSECTION OF NEWPORT RD. OQ �,/. (FAX)619.291.4165 & LINDENBERGER RD. A 1"IRON ����, �� L. 6q ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN San Diego Riverside Sacramento orange Phoenix Tucson CAP WELL MON. =' = PREPARED UNDER THE DIRE ON OF: 1984 ELEV.= 1425.301 NO.C27678 VERT. DATUM NGVD 29 it Exp.3/31/06 f�4,z s 0^ CIVIL �! ROGER LEE B L R.C.E. 27678 F �F ��0 W4-=* SCALE: H: 1'�40` CAL DATE: REGISTRATION EXPIRES 3-31-06 V: 1"--4' BGR NO. 041531 COUNT Y OF 1r1 VERSIOE ` THE LAKES PHASE 1 ROUGH GRADING PLANS TRACT NO. 30422-1 �I 3- OF 15 SHEETS Rs\d_14590\rough_groding\phosel\4590rgs3.dgn JN 1 590A \\srv_ribl\RlckStandards\IplotV!0\Pen\calcomp.pen 12- JUL- 2006 07-39 to- vr.z0JOT NO 9Z00zooZO/ 0Q �pZ \ 1434.1 L..38.9' Q0 .36\�Z �g�p 262 � . ® rn N 14.400.00 I N 94.200.00 �� _ �-�. RIM 1429.50 IE36 1424.82 IE30 1424.83 IE8 1425.91 STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH r1j N43-47'35'W 95.3r 2 N57Y50"E 80.75' 3 N18 3425'1N 73.77' 4 Nr30'26"E 66.88' r5l N3'32'48"E 72 07' 6 N2'58'2r1N 4038' 7 N2'58'2r1N 2352' 8 N4'58'lCW 75.05' 9 NO'09'44"E 681Y 10 N47816-7E 81.84' 11 N7'O1'Or'E 54.7r 12 A=578'40" 300.00' 27.81' 13 Nr42'2r'E 3032' 14 0=iP29'08" 300.00' 6014' 15 N746471N 4439' 16 0=7'00'27' 300.00' 36.69' 17 NO'OYOr'E 12955' 18 0=T30'03" 250.00' 41.45' 19 N9'29'02'1N 57.76' Nlr27'5r1N 13.98' 21 A=7'37'40" 250A0' 3328' 2 N89'42'44" E 74.09' 3 N O TM YCR I : I q.'L lit 19L9.n6 I" L 0 1a3 / V. 40 20 0 40 80 120 CALL o :�::� F s BEFORE CAUTION YOU DIG! EXACT LOCATION OF EXISTING SEE SHEET 7 GRAPHIC SCALE 1' 40' 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAN D1.0707 A92110 RIV. co. B.M. M-14-63 IN THE TEE 619.291.0707 �F SS/ INTERSECTION OF NEWPORT RD. NOT COMMENCE UNTIL AN ENCROACHMENT QRpFEss�q APPROVED BY: Q� �H (FAX)619.291.4165 & LINDENBERGER RD. A 1"IRON COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN A.0 FG tr„� G�i L. ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN 4 ISSUED c2 ��� BOG" eQ�< San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKE S • No. 33950 r =' = PREPARED UNDER THE DIRE ION OF: 1984 ELEV.= 1425.301 PHASE 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS c� T OF 15 SHEETS RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT.DATUM NGVD 29 DESIGN AND ACCEPTABILITY OF THE Wes( HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 R 0 U G H GRADING PLAN S IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ENGINEER SHALL BE APPROVAL A DURING CONSTRUCTION. THE PRIVATE LUT ON AND REVISING FOR DE �S FOR ENGINEER REVISIONS COUNTY `rT4TF � ICPd�-�FO��\P �,'�F CIVIL �0���� /G ��y ROGER LEE L R.C.E. - 27678 SCALE: H: 1'`-40' TRACT N 0 0 3 0 4 2 2 -1 ACCEPTABLEROLSO t DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB OF C1►�� DATE. 8 "'w REGISTRATION EXPIRES 3 31 06 : " ' FOR: W.O.COUNTY APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN DATE: V 1 -4 FILE N0. R.\d_14590\rough_grading\phoses\4590rgs4.dgn \\srv_ribl\RlckStandards\lplotVIO\Pen\calcomp.pen JN 1459 A 91--II.J-gnnF n9. ?l WATER SURFACE ELEV.=1427.7 (FEMA) 0100=718.4 CFS (FEMA) I VATER SURFACE ELEV.=1427.8 (CALC. HEC-1) )100=827.2 (CALC. HEC-1) (ATER SURFACE ELEV.=1428.1 (CALC. RATIONAL) )100=950.2 (CALC. RATIONAL) STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH (I I I NZ4629W Y 402_ 2 ' N457'321N 9356' 3 A=8*09'16" 300.00' - 42.70' (4' N3744E 43J2' 5 N7'25'I0"E 41Jr (91 A 46'3X05' 300.W 86.66' [71 N9'07551N 34.82' [41 N502428'1N *.68_ (9-1 0=8'02w 300.W 42.09' 1- A =;25'OY-W 180.00' 78.75' 11 A32*20'36" 180.00' 101Z7 12 N024'0r1N 39.32' 13 N20'05'59"E 41.59' 14, A=6*27',59' 300.00' 3.3.83' 1 15 A45.3926- 300.W 81.98' (Irol I N42*35'59NE 98J61 17 1 N9750rW 39.07 18 A=2V52" 496-W 19.771 19 A=,f38'13" 496-W 40J8, C A=r3010 503.W 13.27 --I 2CI A _L-n.W I r_-r 435W 48" A--92rO2" 435D0' 70-W 1221 2231 1 A--F37,15, T 4.35-00' 133.78' ILI C) 292• mac, -4 A, 324 WATER SURFACE ELEV.=1427.8 (CALC. HEC 32 293 291 289 288 0 223., 100=827.2 (CALC. HEC JB 1 2.3 Lri ATER SURFACE ELEV'=1428.1 (CALC. RATIONAL) 1431.4 SWALE 287 100=950.2 (CALC. RATIONAL) ?X CONSTRUCTION NOTES SEE X-SEC SHT 4 1430-0 FG HP OPEN SPACE 286 LOT NO.368 1430 (DBROOKS BOX NO. 1212 1 (1432.9) 90"4,5 325 _c\ EL 1427.17 04 1430.6 FIG I E 14275 7 (D BROOKS BOX NO.2424 UiL2-5) &N (5) RCFC DROP INLET CB110 Z_ 1431.8 'n 285 'A c I 690V 11432.1 HP "PVC 296f 8 • -OR STORM DRAT $SHEET CONNECTIONS 15" PVC IRIM 1430.7 19 IP. NO. 04024' OT_�O. 4 4 Al tISTORM IRIM JU.90 'IF 1497 90 1431.1 HI 284 3 111 14 6 57 0 / / h h If) Nu 1430.4 Rup 1430.0 FIG 271 32-6. OPEN SPACE 272 LOT NO.369 m C1432.5 coo) 273 267 268 . ...... .. N 13,800.0 283 (�2.2 01 C// E 17,600.00 SEE ET (IjL3.4) -4 U- 14,000.00 OPEN SPACE .6 HP- c') u� 274 lc K19 LOT NO.364 E 17,600.00 rn 1431.4 HP FOR STORM DRAIN TIC 1429-fi4 26 'it -in 0 4'Rl CONNECTION ION SEE 9 U- LL_ IE '14125. 18 �-ll 1 -01 282 IP. NO. 040242 IE 142 --1439.2-F-G- _FG 0 6 _0 1431-Z' �99�� �>" '._ - ---------- §� Q 275 00 uj 176 IL 9 90 o -0 Tc ----- ------ 281 TIC ao 1430. cm FOR X-OT 9% > _;uj COO P. 60 276 E IMP. PL ........ ................... ..... . . . • �0 zo + .. ... ... ..... . .... Lo rn 30422-1 Zoo E 60 (]jLl. 7) '96 00 + 177 -01 280 .q. FOR X-G W 1431.4 E R C) C84 UQTT SEE IMP 0 o ,16 -3 R 30422-1 277 .......... W) c1c ...... .... .... W UiLl. 3 4' ift 28 IV, 10 .......... ........... .......... .......... C" 22' 203 Oi.W :178 v 87 7 - 2 / C-4 04 v 3 4- 'TC 43 ibO;3 0� 278 Okl_ FOR STORM DRAIN LU 143 207 .6 TC 1430 Lu R/W �10 go 7 . ..... . ... .... ....... . '1430.6 FG CONNECTION SEE All" SHEET 4 '14 1 FIG Mum 000 LO (1432.5 R NUNN IP. NO. 040242 FOR S Alt Ln 14 108.65' 14 31.3 F G 9111 206 27 1430.8 179 . ......... HP - 220 (2AL1 - 92 OPEN SPACE DIG ALERT (1430.E LO TM LOT NO.363 0- z 7 L 40 20 0 40 80' 120 A I CALL =mow CAUTION: 12 '12, 40� BEFORE GRAPHIC SCALE T'- 40'* YOU DIG! EXACT LOCATION OF EXISTING SEE SHEET 7 SEE SHEET 8 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat bast 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 04153I SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 0, �! 11 SAN DIEGO, CA 92110 RIV. CO. B.M. M-14-63 IN THE TEE ;tlj�/N I I � � j �p f ESS/,p* 619.291.on7 INTERSECTION OF NEWPORT RD. NOT COMMENCE UNTIL AN ENCROACHMENT ??0 - APPROVED BY: ENGINEERING WOMPANY (FAX)619.291.4165 rickengineoring.com & LINDENBERGER RD. A INIRON COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN A.0 PIPE & TAG MARKED COUNTY IN ISSUED. 117 San Diego Riverside Saawnento Orange Phoenix Tucson CAP WELL MON. THE LAKES 5- ifi- Ir - THE No.33950 PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.301 PRIVATE ENGINEER SIGNING THESE PLANS IS PHASE 1 14 14 HP Ln 0 T' 1 3 43Q.O FG-1, 4-- Tr. 4 O'� A'zn A RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT. DATUM NGVD 29 OF 15SHEETS 8 DESIGN AND ACCEPTABILITY OF THE WORK HERE&L MARK BY JDATE APPR. DATE KHALED A.OTHMAN DATE: Exp.3/3 1106 &m ROUGH GRADING PLANS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTIOKTHE PRIVATE ENGINEER REVISIONS COUNTY Civiv CIVIL 0OLCK0001 TRACT NO.30422-1 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ROGER LEE L R.C.E. 27678 - I - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR COF t SCALE: H: 1�-40' cft%5 A k- DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB OF C k%L\ DATE-.. &*Zm� REGISTRATION EXPIRES 3-31-06 W.O. OUNTY DATE: CILE NO. APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN V: ' __TF u R-\d-14590\rough-grading\phosel\4590rgs5.dgn \\srv-rlbl\RfckStandards\lplotvlO\Pen\colcomp.pen JN 14590A 21-JYNI-2006 09-22 337 1434.4 rO Zo,llk - -, 330 1433.8 Isi W W ca W W N DIST. EASEMENT PER INST. 2001-12259, REC. JAN. 2001 .'DAYLIGHT POINT INTO LAKE 2 _;IE(411) 1420.00-TO OUTLET TOTAL LAKE EDGE TRANSITION - 10.3' L=6' L=4.33' TC/RIM 1423.0 DROP INLET LAKE EDGE 1422.8 WIER ELEV. LAKE EDGE 1422.8 1422.40 OPERATING LEVEL ©SEE NOTE BELOW LAKE 3=1421.8 SAWCUT LAKE EDGE TO 1421.E I GRATE FL=1421.8 DROP IN WEIR DETAIL: WIER OUTLET NO SCALE © 2"HOLE-LEVEL CONTROL PENETRATION FIELD VERIFY LOCATION PRIOR TO INSTALLATION AND CONSTRUCTION. SAWCUT TO ELEV. 1422.40 - 1 411 PVC -FORCE MAIN TO LAKE 2 8.1 p kc Uow FR Ow \FA,. " 1 " " ' " NO. CB103) RIM=1423.00 DWG NO. CB110) TC=1423.00 1.2• ►WCUT LAKE II H=9.9" FINISH IP`r Tn 4w134 c i I GRADE LAKE 3 OPERATION i--':�al Ill1419.00 LEVEL I STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH (11 NO'3016W 38.41' 2 NO'00'0011N 9J8' 31 A 26'34'12" 45 00' 20r87' 4 N2634'12"E 6622' 5j A=4'49'15" 301.67 25.38' (61 N3r23'2rE 344.73' 11 NO'00'00W 8.09, 41 A 26'3,"Z 45.W 20.87' 91 N26'34'12"E 66.61' ' 10 A= 4'49'15" 3004' 2524' 11 N3f23'27"E 343.55' 12 N10'16'46"E 2248' 13 A=1677'26" 45.W 12.79' 14 N2634'12"E 8529' 15 A=4'49'15" 300.W 2524' 16 1 N3t23'2rE 318-W 17 N32'27'24E 141.95' 18 N36'05'17"E 63.45' 19 N36005'9"E f00.91' CONSTRUCTION NOTES 1D BROOKS BOX NO. 1212 20 BROOKS BOX NO.2424 50 12" PVC © 15" PVC ® 4" FORCE -IN MAIN R.\d_14590\rough_grading\phosei\4590rgs6.dgn \\srv-r l bl \R l ckStandards\ I p l otV10\Pen\ca l cw p. pen 5 21-JUN-2006 09-22 200 C85/ I � I —n t�v w TC I .30 :256 d ) RIM 1431. b jA 71 1432. -G O ` G 5 co b K A3A 23'"zVo0i * A 199 J2120 1177 n 0 R/W v cq 216 132 Lo ko. QIL4 -_A) e-,Q) 0 - 18 4Q' 74 rn Lc) G __,to 4 113J4� (o 9 co .1b PHASE 1 1 255 3 �A 234 RIM 1430.25 k, CONSTRUCTION Go BOUNDARY co IE 1427.28 C1438.0) 0 14 rn %0 143-3.55 233 FG 40.0 1434.91 % '4 A2 AA e-A. lw LQ - 236 (, :21368 98 c G117PRCt�3 � 27 15+3 D 215 (jjL4.4 25414 ci 1433. S HP 58 co 1 FG n 6 1434.9 FG 0o _z 4 . 34.9 FG 14 .9 FG �2 - LP Rr I r, 092g, A 1434.5) 'A 143A.5 FG RIM I 4' 29.64 v + 105.00' N 14,200.00 2 4 M SEE _0 u T u R IMP. PLANS TR 30422-1 50' 0 64 OPEN SPACE W E 17,000.00 8 —FAIM] LY 2.00%.. =14J lb 2,00%` LOT NO.36Ir IM ULT I IWO c �lllf% • 242 14 3 ",16t -1 o J\jl I T _rE a .: � c) VnP rPncrq% MITTP I Oft A -5 DIG ALERT STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH 11 N8734'08'1N 55-08, 2) A41.56'04' 250.00' 520" 3 N6718'15'1N 66.OZ (11 045'48'20" 250.00' 6.807V OC41 51 1 A48726'08' 250-W 80-44' 61 1 020'-33'53' 250.00' 89.73' 71 1 A48.2726" 250.W 80.53' 81 1 A=trmws, 250.00' W.601 [91 1 A=5'56'45' 464.00' 48J5' [110) 1 A=4'05'10' 464.W 33.09' [11 0=2'53'30" 464.W 23.42' [121 N89'42'44NE 74.09' CONSTRUCTION NOTES BROOKS BOX NO. 1212 BROOKS BOX NO.2424 RCFC DROP INLET PER CB110 8"PVC 12" PVC 6 161, PVC 7 24"PVC 4" FORCE -IN MAIN R.\d-14590\rough-grading\phosel\4590rgs7.dgn \\sry -rlbl\RfckSt<indords\lplotVIO\Pen\calcoffip.pen 21-JUN-2006 09.40 A A590A R.\d_14590\rough-grading\phosei\4590rgs8.dgn 14590A \\srv_rlbl\RlckStandords\lpiotVlO\Pen\caicomp.pen 21-JUN-2006 09-33 SEE SHEET 7 1432.39 1l 1 1 , I 1 1 I 1 1 1 I I I I ► 1 1 I I l I I , I , I , I , 1 l I , I I I I I 1 I I I I I I I I I I l I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I FOR NEWPORT ROAD IMPROVEMENTS, SEE W.O. NO. A8-0785 I I I I I I I I 1 I 1 1 i I I I 1 I I I I 1 I i I I I I I I i I I I I l 1 I I I i l l I I I I I I m I I I I I I 1 I 1 i I 1 I I I I 1 I I I I I I 1 I I I I 1 I I 1 I I I I 1 1 I I I I I I l I 1 I I l I 1 I I I I I 1 I I I I I I I I I 1 I 1 I I 1 I I I I I I I I I 1 I I $0 I ,A DIG ALERT 0 TM O CALL CAUTION: BEFORE YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE APPR. DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB APPROVAL BY THE COUNTY. SEAL -COUNTY V OFESSIp�,, QOTL_<Z No. 33950 Exp.6-30-06 Sj, CIVIC �Q' qTF OF CAOF��/ SEE SHEET 12 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: KHALED A.OTHMAN RECOMMENDED BY WILLDAN DATE: DATE: �o Q�pF ESS/el p�,�! rri No.C27678 1r Exp.3/31/06 it CIVIL �! OF 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX) 519.291.4165 ENGINEERING COMPANY rickengineering.com San Diego Riverside Sacramento Orange Phoenix Tucson PREPARED UNDER THE DIREC N OF: Ik -4 !641, ROGER LEE BA R.C.E. 27678 DATE: REGISTRATION EXPIRES 3-31-06 v �us: S __ART W 432,p4 BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 VERT. DATUM NGVD 29 SCALE: H: 1'�--40' V: 1"--4' U) m M U) m I 0 GRAPHIC SCALE 11" 40' BGR NO. 041531 1 SHEET NO. COUNTY OF RI VER5IDE THE LAKES PHASE 1 ROUGH GRADING PLANS TRACT NO. 30422-1 W.O. ICOUNTY OF 15 SHEETS I Rl\d_14590\rough-grading\phasei\4590rgs9.dgn JN 1 5 \\srv_rlbi\RlckStandards\lplotVl O\Pen\calcomp.pen 21-UUN-2006 09134 0) W W W W + + +w + 1428.8 CCD c B.O.W. z a 1429.3 TW F.0.W. / F.O.W. �-1425.7 1424.6 T.O.F. F.O.W. r,--�LODEN CIRCLE SOUTH RFTAIIVIIII -� WAI 1 H_SCALE: 1" = 40' V-SCALE: 1" = 8' z ti m °' O o 0 N v O + + W N O J + + �O O O Z a 1428.7 B.O.W. 429.2 TW 1425.5 F.O.W. 1426.3 F.O.W. U) m `1424.5 T.O.F. 2 LODEN CIRCLE NORTH RETAINING WALL H_SCALE: 1" = 40, V-SCALE: 1" = 8' 1432.3 1431. F.OJ 1432.0 B.O.W. 1430.6 -.O.W. 1429.6 T.O.F *RETAINING WALL H_SCALE.1 40 V-SCALE: 1" = 8' m O °° r-; M +O IT of a a " 1433.3 TW 1430.3 1433.0 B.O.W. F.O.W. `-1432.5 F.O.W. 1430.5 F.O.W. �1430.0 T.O.F. ®RETAINING WALL 0 V-SCALE: 1" = 8' STORM DRAIN DATA NO. DELTA OR BRIG. RADIUS LENGTH 1 N79' 45' 42" E 32. 02' 2 A= 18' 53' 16" 250. 00' 82. 41 ' 3 N81' 21' 02"W 88. 68' CONSTRUCTION NOTES 1Q BROOKS BOX NO. 1212 20 BROOKS BOX NO.2424 4Q 8" PVC ' O' 3 c 35 S . 32'8� 1430.8 FG �� �� F R STORM DRAIN 2 �: 9 I 1 10 0 ,�q �•5 ., , 91 �, F 1 1i B� .1 ,spry CONECTION, SEE 6 ^ FG C N 10.004 Fr 139 1429.2�T �' N 0 co t� ,�g33,0 5 7 O I i I "� 1424.5 F c 141 IP. N0. 040242 T •- Qfl / GRAPHIC SCALE 1"- 40" UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO FOR STORM DRAIN 7CC 0rir.0 1 1 3 Call at least 2 working days prior to excavating. VERIFY IN FIELD. INFO, SEE SHEET 13 NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENTSAN D1.070 CA92110 RIv. co. B.M. M-14-63 IN THE TEE rjNo. ESSI ��F ESS/Q 619.z91.0707 INTERSECTION OF NEWPORT RD. NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q H (FAX)619.291.4165 & LINDENBERGER RD. A ?IRON COUNTY OF RIVERSIDE J PERMIT AND/OR GRADING PERMIT HAS BEEN ApOT vy tv� GR L. "� ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN 1 ISSUED. C� le�Z �OV" eq� San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKES THE PRIVATE ENGINEER SIGNING THESE PLANS IS 33950 PREPARED UNDER THE DIRE ON OF: 1984 ELEV.= 1425.301 PHASE 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 d No.C27678 VERT. DATUM NGVD 29 OF 15 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 ROUGH U G H GRADING PLANS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY ' C N 30422-1 �'qNG ANl CIVI\. ��P �' CIVIL �� ROGER LEE L R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISINGINEER SHALL BE RESPONSIBLE G HET PLANS FOR F OF Cps\FOB ltC Of ���� SCALE: H: 1'`-40' DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB CI►1. DATE: REGISTRATION EXPIRES 3-31-06 V: 1''=4' FOR: W.O. COUNTY APPROVAL BY THE COUNTY. RECOMMENDED BY WILLOAN DATE: FILE N0. q(13AA R.\d_14590\rough_groding\phase?\4590rgs10.dgn \\srv_rlbi\RlokStandards\lplotvl0\Pen\calcomp.pen 7, - llw_�nnr (19, 34 SEE SHEET 8 GRAPHIC SCALE T&- 40' 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO SEE SHEET 14 Ca N at least 2 working days prior to excavating. VERIFY I N FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 0415.E 1 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT sAN DIEco,cA9ztto RIv. Co. B.M. M-14-63 IN THE TEE ESSI OF ESS� 619.291.0707 INTERSECTION OF NEWPORT RD. NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q� OH/�(FAX)619.291.4165 & LINDENBERGER RD. A 1•IRON COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN a0 Fyc �t� GR L, `� PNGa=4EEM0QOWWY rickenginsering.com PIPE & TAG MARKED COUNTY IN 1 1 ISSUED. :y ��/ �OV" eQ�< San Dlego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKES THE PRIVATE ENGINEER SIGNING THESE PLANS IS 9 No. 33950 T PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.30t PHASE 1 15 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 ' NO.C27678^ VERT. DATUM NGVD 29 ROUGH GRADING PLANS OF _ SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 it IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY q Cl V �v ��P J'�' CIVIL ��� ROGER LEE LL R.C.E. 27678 TRACT N 0 e 3 0 4 2 2 -1 ACCEPTABLE INEER ALL BE RESPONSIBLE FOR SOLUTION AND REVISING THEDETERMINING FOR �F OF CAo- f SCALE: H: 1"-40' APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB RECOMMENDED BY WILLDAN DATE: �F C�l� DATE: REGISTRATION EXPIRES 3-31-06 V: 1"=-4' FOR: W.O. 1 FI EN NO. Ri\d_14590\rough_grading\phaset\4590rgstt.dgn \\srv_rlbt\RlckStandards\IplotV10\Pen\colcomp.pen JN 15 SEE SHEET 9 1 CONSTRUCTION NOTES 10 BROOKS BOX NO. 1212 8" PVC COE. r Nj 16 ro r) vff G4� t ......... . ......... . .... ...... ................ R. \d-1 4590\rouQh-gr(3dlng\phosel \4590rgsl 2. (Jgn \ \ srv-rlt)I\RickStandards\lplotVIO\Pen\c(31comp.pen A 14590A 2 1 -JUN-2006 09141 STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH 1 N5' 35' 35" E 124. 62' 2 N1' 34' 48"E 80. 22' 3 N2' 53' 02" E 48. 1 1 ' 4 N39' 25' 42" E 17. 68' 5 N51' 39' 24"W 16. 35' 6 I A= 15' 1 2' 49" 250. 00' 66.381 f7j NO' 43' 27" E 1 15. 41 ' 8 N88' 58' 52" E 61 . 22' 9 N88' 36' 55" E 31 . 91 ' 10 N57' 22' 25" E 8. 35' VZY BEFORE - — - - ' GRAPHIC SCALE T'- 40' YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Cal at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAN DIEGO,CA92110 RIV. CO. B.M. M-14-63 IN THE TEE Essl pFES$� 619.291.0707 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q� OH (FAX)619.291.4165 & LINDENBERGER RD. A 1uIRON PERMIT AND/OR GRADING PERMIT HAS BEEN aor �� t�k� L, B ��► ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN THE LAKES ISSUED. �� �� OV Q� San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. 13 No. 33950 =' PREPARED UNDER THE DIR ON OF:X 1984 ELEV.= 1425.301 PHASE 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS CD r" RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 d No.C27678 VERT. DATUM NGVD 29 R 0 U G H GRADING PLANS OF _ SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HERON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: �r Exp.3/31/06 tr IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY C!VIN. CIVIL ACCEPTABLE SOLUTION AND RESPONSIBLE RV SING HEDETERMINING PLANS FOR qTF or CA1-�F°�� '�jF ���`� ROGER LEE B R.C.E. - 27678 SCALE: H: 1 40' FOR: TRACT N 0. 3 0 4 2 2 -1 TY APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB RECOMMENDED BY WILLDAN DATE: �F ��`� DATE.AIN%REGISTRATION EXPIRES 3 31 06 V: 1 _4 W.O. FIILENNO. R-\d_14590\rough_grading\phosel\4590rgsl3.dgn JN 1 5 \\srv_rlbl\RickStandards\IplotV10\Pen\calcoop.pen Ri\d_14590\rough_grading\phaset\4590rgs14.dgn A 1 5 A \\srv_rlbt\RickStandords\IpIotV10\Pen\calcomp. pen 21-JUN-2006 09,29 PL 30.0' PL PL 74.8' PL 20 0' PL 10.8' 2.4' 23.4' 14.8' 16.4' 9.6' 11.2' 3.8.7.4' 1.0' 1.0' PAD = 1435.2 1'01.0 PL 38.9 PL PAD = 1433.9 •'� LOT 92 PAD = 1435.0 PAD = 1434.8 6.4' 25 5' LOT 339 PAD = 1432.7 2 • LOT 46 2'�1 _� LOT 78 2.•1 2.1 LOT 70 FG = 1430.7 1.0' FG = 1431.3 - � 4�-- •-� -------------------- 1- 0-YR.._W.S,........ PAD = 1432.0 PAD - 1431.9 \ ELEV=1428.0 LAKE EDGE = 1422.8 HGL @ LINE A-4 = 1428.09 LOT 268 4'1 FG - 1430.4 Q°1 LOT 269 \ LAKE 3 SECTION A -A HGL ®LINE B-1 = 1429.78 -�� _ _ _ _ _ _ _ _OPERERATING (OPEN SPACE LOT 351) HGL ®LINE E-2 = 1429.36 LEVEL=1421.8 SHEET 12 SECTION G-G SECTION M-M \ 4:1 (OPEN SPACE LOT 351) s' SHEET 10 (OPEN SPACE LOT 364) SECTION S-S SHEET 4 & 5 � (OPEN SPACE LOT 366) SHEET 5 & 6 x PL 20 0' PL no PL PL 15.0' PL ;. 1.0 125.5 RW PL p. PL 15. 5.0' 10.0' in! 2 4' 7.8' -y PAD = 1428.7 p 6.41117.5 L�7 158 7�0� LOT 159 28 8 1.0' PAD = 1435. 3.8' 9.8' LOT 79 1.0' FOR RETAINING WALL DETAIL 2" 0.542.0Y PAD = 1431.3 I I SEE SHEET 14, FOR WALL CROSS LOT 49 2.. PAD = 1433.7 PAD = 1432.6 2•'1 R/W = 1432.0 LOT 267 FG = 1430.7 4 SECTION SEE DETAIL SHEET 3. ROUGH GRADED FG = 1430.6 LOT 75 FG = 1431.0 FG = 1431.2 2�. PAD = 1431. HGL Q LINE A-4 = 1428.09 Z•,� SUNDIAL CIRCLE 2'•� LOT 293 MIN. FINISHED SURFACE HGL ® LINE. E-5 = 1430.13 FUTURE CONCRETE TRAIL - SECTION B-B HGL @ LINE B-1 = 1429.78 SECONDARY OUTLET FLOW SEE PASEO PRECISE GRADING (OPEN SPACE LOT 351) SHEET 13 SECTION N-N PLANS FOR DETAILS SECTION H-H (OPEN SPACE LOT 369) (OPEN SPACE LOT 351) SHEET 4 & 5 SECTION T-T SHEET 10 (OPEN SPACE LOT 344) SHEET 14 PL 30.0' PL PL 15.0' PL x 3.2. 23.6' a 1.0 1. 5.4' 6.2' PL 20.0' PL Q a:0' 10.0' 10.0' in PL 30.0' PL PAD = 1433.5 PAD = 1428.7 PAD = 1431.3 _ PAD = 1431.3 2• P = . ' 7.0' PAD = 1428.8 LOT 49 ?,y FG - 1430.2 2.1 LOT 50 5.6' 19.0' LOT 265 '� 2''1 LOT 296 32.5 LOT 140 LOT 141 FOR RETAINING WALL DETAIL 2.0�• 0.5 2�OY HGL ® LINE A-4 = 1428.09 1.0' 1 00, �FG = 1430.8 SEE SHEET 14, FOR WALL CROSS HGL � LINE E-5 = 1430.13 SECTION SEE DETAIL SHEET 3. ROUGH GRADED 2'1 SECTION C-C PAD = 1433.1 PAD = 1433.0 1.5 (OPEN SPACE LOT 351) LOT 73 2.•1 LOT 72 MIN, FINISHED SURFACE SHEET 13 FG = 1430.8 SECTION 0-0 FUTURE CONCRETE TRAIL - (OPEN SPACE LOT 369) SECONDARY OUTLET FLOW SEE PASEO PRECISE GRADING HGL ® LINE B-1 = 1429.78 SHEET 4 PLANS FOR DETAILS PL 30.0' PL SECTION U-U SECTION I -I (OPEN SPACE LOT 344) .4' 22.4, (OPEN SPACE LOT 351) PL 73.6• PL SHEET 10 & 13 SHEET 10 1.0, 1.01 6.2' 24.4' 3.0' 20.4' 12.0' PAD = 1431.1 PAD = 1431.5 1.0 1�0 PL PL 20.0 EASEMENT LOT 40 2;� FG = 1429.9 2.�1 LOT 39 PAD = 1432.8 I PAD = 1432.7 PL p� PL LOT 309 2.1 2'•1 LOT 69 4.0, VARIES 35 HGL 0 LINE A-3 = 1427.95 . \......................................................100.-YR...W.S.----------------------�- 2.0%� 1.0, SECTION D-D 5.8' 19.0' 1 p, \ �,q.9 ELEV=1429.2 / (OPEN SPACE LOT 350) - \ q;1 / - PAD = 1432.5 ?••1 PAD = 1432.0 FUTURE CONCRETE TRAIL LOT 245 SHEET 13 1.0� PAD = 1434.6 \ / SEE PASEO PRECISE GRADING LOT 246 5;� 5:�- PAD - 1432.4 Zs\ LOT 215 �FG = 1424.1 PLANS FOR DETAILS PL 30.0' PL LOT 242 �•'1 FG = 1430.0 FG =VARIES SECTION P-P SECTION V-V 8.6' 14.0' HGL LINE E-1 = 1429.62 (OPEN SPACE LOT 367) (PRIVATE EASEMENT -LOT 245) 1.0' 1.0' SECTION J-J SHEET 4 SHEET 7 (OPEN SPACE LOT 363) PAD = 1435.6 = SHEET 7 PL PL R/WPL PL LOT 27 2;1 PAD 1435.0 15.0 9.01 ..'� LOT 28 FG = 1431.8_/ 2 1. 1.0 0.8' 11.8' MENIFEE ROAD PARKWAY - 0' 100-YR____W.S.______________________ PAD =VARIES HGL 0 LINE A-3 = 1427.95 PL 37.0' PL SEE MENIFEE ROAD IMPROVEMENT PAD = VARIES --- --------------------------- ELEV.= 1427.3 5.0' 3�1 17.2' 11.4' PAD - 1433.2 PLAN MS3999 FOR DETAILS qI N 1422.p, �- �� ROUGH GRADED SECTION E-E PAD = 1432.4 FG = 1432.0 ,1 LOT 285 2 p% ROUGH GRADED OPERERATING_ _ _ _ FINISHED SURFACE (OPEN SPACE LOT 350) 1.0, LOT 274 2;1 2• FINISHED SURFACE LEVEL=1421.0 - 5:1 TYP FUTURE CONCRETE TRAIL - SHEET 13 - 3:1 MAX SEE PASEO PRECISE GRADING PAD = 1438.2 HGL 0 LINE E-5 = 1430.13 RETAINING WALL PER RIVERSIDE 4� / PLANS FOR DETAILS LOT 232 1.0' COUNTY STD DWG NO. 284 - SEE / LAKE EDGE- SEE MASS GRADING PLAN BGR A SECTION 00 CROSS SECTION THIS SHEET. PL 20.p. PL \ 2.� PAD = 1433.8 (OPEN SPACE LOT 368) 04312 FOR DETAILS LOT 218 SHEET 5 SECTION Y-Y . FG = 1430.E (OPEN SPACE LOT 348) - 3.8' 6.4' 1.0' 344) TYP. ALONG MENIFEE ROAD (OPEN SPACE LOT1.0' PAD = 1434.8 HGL @ LINE E-1 = 1429.62 SHEET 12 & 13 TYP. ALONG NORTH LAKE EDGE SHEET 11 PAD = 1431.8 LOT 70 SECTION K-K PL LOT 51 2�,�'FG _ (OPEN SPACE LOT 363) 72.8 PL = 1430.4 SHEET 7 7.0' 23.2' 3.0' 19.212.0' PL 20• 0' PL 1.0' 1.0' HGL @ LINE - _ � -y VARIES 10.0. PAD = 1432.1 I PAD = 1432.0 1.0 1.0 SECTION F-F PL � PL LOT 317 �•'1 2•.'� LOT 60 (OPEN SPACE LOT 351) 20.4 SHEET 10 & 13 �'\...............................................................................100.-YR...WS........... 2.0%_� PAD = 1435.4 2• Q.5' (TYP) .� PAD = 1435.0 \ ELEV=1428.1 / �- LOT 12 1 Z' LOT. 11 4.2' 11.4' 1,p� 1.0' FUTURE CONCRETE TRAIL - FOR RETAINING WALL PROFILE x C \ �� SEE PASEO PRECISE GRADING SEE SHEET 14. FOR WALL CROSS ;n a v DIG ALERT PAD = 1432.0 PAD = 1432.3 FG = 1423.3 PLANS FOR DETAILS SECTION SEE DETAIL SHEET 3. TM LOT 222 2••1 FG = 1430.4 2.LOT 221 FUTURE CONCRETE TRAIL - ROUGH GRADED 0 SECTION R-R SEE PASEO PRECISE GRADING FINISHED SURFACE cAu CAUTIONHGL 0 LINE E-1 = 1429.62 (OPEN SPACE LOT 366) PLANS FOR DETAILS BEFORE SECTION L-L SHEET 5 SECTION X YOU DIG! EXACT LOCATION OF EXISTING (OPEN SPACE LOT 349) (OPEN SPACE LOT. 363) 1-800-227-2600 UNDERGROUND FACILITIES IS SHEET 4 & 5 SHEET 13 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Call at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER .5620 FRIAM ROAD BENCH MARK: BGR N0. 041531 SHEET NO.. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SANDIECO,CA92110 NOT COMMENCE UNTIL AN ENCROACHMENTESSI � 619.2910707 RIV. co. B.M. M-14-63 IN THE TEE PERMIT AND CE GRADING PERMIT HAS BEEN l APPROVED BY: Q OFESS/ �, (FAX)619.291.4165 INTERSECTION OF D. A 1�T Ro. & LINDENBERGER RD. A 1 IRON COUNTY OF RIVERSIDE AO �Lc ��,� (,• 6 ENGINEERING COMPANY rlckengineering.com PIPE & TAG MARKED COUNTY IN 15 ISSUED. ,`� Gov q�` San Diego Riverside Sacramento Orange Phoenix Tumn CAP WELL MON. THE LAKES No. 33950 �' z PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.301 PHASE 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS e. r" RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT. DATUM NGVD 29 R 0 U G H GRADING PLANS OF 15 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 IN'THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ` i &k APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY civ►�. �P s� civil �! ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN '4r� of cA��Fo�� 9j�, . ��y► ROGER LEE BA R.C.E. 276T8 SCALE: H: 1"-40' TRACT N 0. 3 0 4 2 2 -1 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB fif CA1.�jDATE: REGISTRATION EXPIRES 3-31-06 V: 1"`4" FOR: W.O. COUNTY APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN DATE: FILE N0.q43 AA Ro\d_14590\rouQh_grading\phase(\4590rgs15.dgn \\srv_rlbl\RlckStandords\lplotVIO\Pen\colcasp.pen JN 14590A 12-JUL-2006 07,32 E.M.W.D. SEWER CONSTRUCTION NOTES 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH E.M.W.D.'S STANDARDS AND SPECIFICATIONS. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). FnRCE MAIN PROFILE ELEVATIONS ARE TO CENTER GRADE (CG). 3. MANHOLES SHAL-L BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-56, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. 4. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. 5. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER E.M.W.D. STANDARDS 6. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLE AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EY.ISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY E.M.W.D. 7. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-177- LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION, TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" (INCH) DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS. 8. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE, PER E.M.W.D.'S SPECIFICATIONS. 9. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN.ACCORDANCE WITH STANDARD DRAWING SB-52- 10. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. 11. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS SB-157, SB-158 AND SB-159. 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE. 13. WHERE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS 2.5' MAX. 10' EACH SIDE OR VCP PIPE,'USE FLEX COUPLING FOR PVC PIPE. SEWER LEGEND SEWER PIPE AS NOTED.......... ............................................. SEWERMANHOLE.................................................................................. --�" _ SEWERCLEAN OUT.............................................................................---,-q_ SEWER LATERAL/SERVICE .......................................................... EXISTING SEWER PIPE/MH......................................................-�C�-- BACKWATERVALVES.......................................................................... EsW WATER CONSTRUCTION LEGEND WATERLINE (SIZE AND TYPE NOTED) .......................... EXISTING (PROPOSED BY OTHERS) WATERLINE - - WATER SERVICE W/ METER ...................................................... FXF RESILIENT SEAT GATE VALVE (RSGV) ......... FXHRSGV...................................................................................................-�Qi-- HXH RSGV..................................... ............................................................... -�� FXHADAPTER..........................................................................................![E- CONCENTRICREDUCER.................................................................... .-- AIR VALVE/AIR REDUCER (B-367 OR B-5981... b---I BLOW -OFF (B-357 PVC)............................................................ BLOW -OFF (B-351 STEEL) ...................................................... 0 -� TEMPORARY BLOW -OFF (B-568 PVC) ............................ �- END CAP ......................................................... ............................................. nl *FIRE HYDRANT ................. 1 * F IRE HYDRANT ( B-356, 6 Xt'2-..fix' (-..4.1).. ,-----�" 0 BLUE RETRO REFLECTOR PAVEMENT MARKER ......... FLANGEDTEE (FXFXF)................................................................ ' PRESSURE REG LATOR ASSEMBLY ( B-5 7 ) .......... PR NYDA' S tI' BARREL DIG ALERT E.M.W.D. WATER CONSTRUCTION NOTES 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCGR,-'ANCE WITH EMWD STANDARDS AND SPECIFICATIONS 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION 3. ALL SERVICE CONNECTIONS SHALL BE 1 SERVICES X 35�" METERS, UNLESS OTHERWISE NOTED; AND SHALL BE CATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO HISS DRIVEWAYS, WATER SERVICE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG- B-590, TYPE "B". ADJOINING LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598. 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. 6. APPROVED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (B-597) REQURED TO ALL INDUSTRIAL, COMMERCIAL, APARTMENT COMPLEXES AND LANDSCAPE SERVICES. 7. INSTALL LOCATOR WIRE OVER MAIN PER STD. DWG. B-656. SPECIFIC TO P.V.C. PIPE SYSTEMS: 8. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. IC-362 (COLOR CODED MAGENTA). BLOW -OFF ASSEMBLIES SHAL:. BE INSTALLED IN ACCORDANCE WITH STD. DWG. 9-357. 10. TEMPORARY BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. 11. ALL P.V.C. PIPE THROUGH 12 1NCH SHALL BE TYPE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS.` 12. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRO( FITTINGS SHALL BE FLANGED, BOLTEC MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL 8E CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 13. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. 14. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APFORTENANCE LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. SPECIFIC TO CML&W&CMC PIPE SYSTEMS: 15. BLOW -OFF ASSEM49LIES SHALL BE INSTALLED IN ACCORDANCE WITH ::TD. DWG. OF FIRE HYDRANT STD. B-351. 16. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-356. 17. ALL STEEL CYLINDER "IPE SHALL BE BONDED AT RUBBER GASKET JOINTS IN ACCORDANCE WITH STD. DWG. B-638 18. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASS �1T EACH PIPE JOINT WITHIN DESIGNATED WELD LENGTH LIMITS. 19. SHOP DRAWINGS FOR CML&W&CMC SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABRICATION. 20. ALL CML&W&CMC STEEL PIPE SHALL BE CLASS 150 EXCEPT WHERE NOTE(' OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 21. FOR CORROSION PROTECTION NOTES, SEE SHEET 45. COUNTY OF RIVERSIDE NOTES 1. ALL MATERIALS, TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIRMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATON (AWWA) STANDARDS. 2 F-AILURE TO MEET ANY OF THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE SEr ER & WATER PLANS THE LAKES TRACT NO. 30422-1 RIVERSIDE COUNTY AND THE AWWA SPECIFICATIONS KLUYULtU "A I ti ZiTZi I tM QUHIV I I I Its PHASE 1 MAP WILL BE CAUSE FOR REJECTION. ITEM OTY'S UNIT COUNTY OF RIVERSIDE SEWER NOTES - 12"PVC RECYCLED WATERLINE - Cy00, CL150.......................... 2671 _F 300 150 0 300 600 900 i` t. ALA MATERIALS USED AND INSTALLED SHALL CONFOP.M 12"CML&W&CMC RECYCLED WATERLINE - CL150...................._... 310 LF GRAPHIC SCALE 1'� 300' TO R I VERS I DE COUNTY STANDARDS & SPECIFICATIONS 12" RS GATE VALVE (RSGV) FX'i ...... .. .................................................. . 3 EA ORDINANCE 461. 12" RS GATE VALVE (RSGV) HXH .... .. . . .................................................. 1 EA SURVEYOR'S NOTE 12" FXH PVC -STEEL ADAPTOR ............. ............................................... ..... 12 EA WATER SYSTEM QUANT'TIES THE BAS I S OF BEARINGS FOR TH I S MAP T S THE NORTH I I NE OF u LF E.M.W.D. RECYCLED WATER CONSTR. NOTES RECYCLED WATER GENERAL: A. RECYCLED WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS B. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION C. WHERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER THAN EMWD, CONTRACT SHALL VERIFY SEWER LATERAL LOCATIONS PRIOR TO EXCAVATION FOR RECYCLED WATER PIPELINE. IN THE EVENT SEWER LATERALS AkE FOUND TO BE AT A DEPTH LESS THAN IN ACCORDANCE WITH EMW(1 A'STANDARDS (INSIDE CITY OF HHMET, REFER TO STD NO. 201), RECYCLED WATER PIPELINE CONTRACTOR SHALL ADJUST RECYCLED WATER PIPELINE DEPTH AS DIRECTED BY THE DESIGN ENGINEER TO CROSS OVER THE SEWER LATERAL IF POSSIBLE TO PROVIDE 36" MINIMUM COVER TO FINISH ROAD GRADE; OTHERWISE CROSS UNDER. LATERAL. D. ALL SERVICE CONNECTIONS SHALL BE AS NOTED AND LOCATED AS SHOWN ON THE PLANS, ADJUST AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD DWGS PA-3 AND PB-1. E. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG PA-1. F. TEMPORARY BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG PA-1. G. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG PB-8- H. RECYCLED WA ER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE )OF PIPE. SPECIFIC TO CML&W&CMC SYSTEMS: I. ALLL STEEL CYLINDER PIPE SHALL BE BONDED AT RUBBER GASKET JOINTS IN ACCORDANCE WITH STD. DWG- A-4 1.4 ON B-638. J. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASS AT EACH PIPE JOINT WITHIN DESIGNATED WELD LENGTH LIMITS. K. ADD APPROIATE NOTES FOR CORROSION PROTECTION PER CORROSION REPORT. SPECIFIC TO PVC PIPE SYSTEMS: L. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS. SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, EMWD STD. DWG. B-663. M. ALL P.V.C. PIPE THROUGH 12" SHALL 9E TYPE C-900 CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. N. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENTED MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS ANC SPECIFICATIONS. 0. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. ADDITIONAL: P. THE CONSTRUCTION SEQUENCE ASSUMES THAT THE 12" RECYCLED WATER LINE AND THE 18"x18"x12" FLANGED TEE ON TRES LAGOS DRIVE WILL BE CONSTRUCTED FIRST. IN THE EVENT THAT IT IS NOT INSTALLED FIRST, THE CONTRACTOR CONSTRUCTING THE 18" RECYCLED WATFR LINE IN MENIFEE ROAD MUST PROVIDE THE FLANGED TEE WITH ALL VALVES AND A 12" BLIND FLANGE FOR FUTURE TIE-IN ON TRES LAGOS DRIVE. 0. THE CONSTRUCTION SEQUENCE ASSUMES THAT THE 18" RECYCLED WATER LINE AND THE 18"x8"x18" FLANGED TEE ON ROCKPORT ROAD WILL BE CONSTRUCTED FIRST. IN THE EVENT THAT IT IS NOT I� 44 W 8 PVC RECYCLED WATERLINE - C900, CL 150---------------------------------- 686 EA INSTALLED FIRST, THE CONTRACTOR CONSTRUCTING THE NE 4 OF SEC. 1 PER PM 21838 146/1-26, IE N89028' 8"RS GATE VALVE (RSGV)FXH- ITEM QTY S UNIT THE 18 RECYCLED WATER LINE IN TH.*LLE ROAD --------------------------------�------ ------------------ ---- 7 MUST PROVIDE THE FLANGED TEE WITH :=.LL VALVES A" RS GATE VALVE (RSGV) HXH -------- ----- --. - -.-..-.----. -- ................... 5 EA 8" CML&W&CMC WATERLINE - CL 150----_-----------------_----_--------------------------- LF AND AN 18" BLIND FLANGE FOR FUTURE 'TIE-IN ON SUMMARY OF QUANTITIES 6BLIND FLAIkaE ........................ ................................................................ 1 EA 8 PVC WATERLINE - C900, CL150.............................. .............................. 86 LF ROCKPORT ROAD. ............. 8„PVC WATERLINE - C900, CL200----------------------------------------------------------- LF T SEWER SYSTEM QUANTITIES 18"PVC RECYCLED WATERLINE - C905, CL 235 ............................. 2359 LF 8"RS GATE VALVE (RSGV) FXF.---------.----.- - (CONT. OF WATER SYSTEM QUANTITIES) ITEM QTY' S UNIT 18"CML&W&CMC RECYCLED WATERLINE - CL 150 ..._.................... 482 LF 8"RS GATE VALVE (RSGV) FXH------------------------------------------------------------------------ 24 EA 1 TEM QTY' S U 8" SEWER(. INE................................------------.......-.......-.......-. 11630 LF 18"RS GATE VALVE (RSGV) FXH ..-------------- ...........-...............----- ........... 3 EA 8"RS GATE VALVE (RSGV) HXH............... ........................................................ 3 EA 21"RS "�`TE VALVE (RSGV) FXF..-------------..-...----------------------...........-....-....... 1 EA R .- 18" FXH ADAPTOR ........................................................................................................ 3 EA 8" FXH ADAPTOR ------- ............ -.-........ - .-....-. .-. 7 EA 21 BLIN: FLANGE ............ ................... -. . u 8 FXH PVC -STEEL ADAPTOR ........... ---------------------- --- - ---............. ------ 6 EA 24" CML&DC WATERLINE - CL 150-----------------------------...................................... 2901 EA 10 ;EWERL I NE.................................................................................8` FXH ,,-------------------------- 2012 LF 18 FXH PVC -STEEL ADAPTOR.....-......- ......-.......-...........-....-....-.-..........-...-.. 6 EA 27" VCP SEWERL I NE ---------------------------------------------- ------- 2813 L F 8„SIDE OUTLET (ON 1ri"CML&C)-..-...-......-.....--.-......-..-..-...-.................... .... 1 EA 8 FLANGED CROSS.....------- --------- -- ....... ----------------------------------------------- 2 EA 24"RS GATE VALVE (RSGV) FXF...... -....... ......... .............. ...................... -----.... 2 EA ----------------------------- 8" FLANGED TEE - --------------- ......-- - - .---------------...-- ...... 6 EA 24" 45' HORIZ ELBOW ......... -............................................... ------------------..-.................. 1 EA A"SIDE OUTLET (ON 12"CML&C) ................................................................. 2 EA --- .-..-.-....--.....-.-..-..--.-...-------- ST SEWER LATERAL -....---- ................... -6--------------....---.----. 352 EA -................. 8 HXFXH TEE -- ...........-....-.--....................... -----........... ----............................. -...... ---...... 2 EA 24" ;1.25' HORIZ ELBOW--------- --------------- ................ ----------- .................--------1 EA - 18 � ,d'k8 FLG D TEE-- 2 EA 8 45 HOftIZ EL80,--------------------------------------------------------------------------------------------------- 15 EA 24" 45' VERT BEND .... ......-.......... -......................................................................... STANDARD MANHOLE PER SB-56.................................................. ....... 52 EA �„ TERMINUS MANHOLE PER SB-58.......................................................... 15 EA 12"k12"X8"FLG'D TEE -----.---------- ..-.....-...----.....-.-.....-------....... 2 EA ,� 1C" B! IND FLANGE.................................................................................................. 3 EA 8" 2 .5' HORIZ ELBOW..----------...-..---- ------- -------- 4 EA 24" � 2.5' VERT BEND .... ......................................................................................... 3 EA STANDARD MANHOLE PER '9-53, D=60------------------------------------- 9 EA 8" 11.25' HORIZ ELBOW........................................................................................... 2 EA 24" 11.25'VERT BEND------------------------------------------------------------------------------------------------. 2 EA BACK WATER VALVE.. ... ...................... .................................... ..... .. .....------- 6 EA 18" 45' HORN �LBOW ..-----.....-..-------- ....-- --....----.-...-----.-......----..-...-------------.-...... 1 EA 18" 22.5' HORIZ El BOW ... E 8„ 45' VFRT BEND ................. --------------------- ------------- ---------------------------- 21 EA 16'X24H SADDELED OUTLET ................................................... .............................. { CLEAN OUT (C.O.) PER SB 52........................................................... 3 EA 18" 45' VERT BEND............................................................................................ 8 EA 8 22.5 .................................................................... .. VERT BEND ............................. 9 EA 16�(24"TAPPING SLEEVE ......................................................................... ..... .-.-.. 1 EA .......-- WORKTO BE DONE 18" 22.5' VERT BEND............................................................................................. 3 EA 8X 12" REDUCER-..-.........-.......------.------.....--.---.......--..-.....-............-........-..-...-----....---------- 2 EA 241(8FLANGED CROSS--------..----�---------...----------......---------.-. 1 , EA 18" 1125"/ERT BEND ...................... ...... 8" END CAP..-.....-...--..-..-.-...-------..-...-...-.---------.-.-...---....-----..-....---------------------------.... * Eq " ............................................................. 1 EA 12 FLANGED SIDE OUTLET (0N 24 W/L)----------------------------------.-.-.-.-...-.-. 2 EA THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO MP Y 8"45'VERT BEND ...................................... ........ .----... 10 EA OUT T "W L).-- BE DONE AC-.ORDING TO THESE PLANS, THE CURRENT COUNT 18" LND CAP ......---......- 1 EA 12 CML&W&CMC WATERLINE - CL150........................_.......-...---....._-.-..... 722 LF / 3S"X "t�T AP �N T 36ayr/L � OF RIVERSIDE TRANSPORTATION DEPARTMENT STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARDS ...................... 1"AIR VAC AND AIR RELEASE VALVE PER PB-8 ........................ g 12"PVC WATERLINE - �900, CL 150--.---------------.---._-..--...-------.--------..-..._--..-. 1777 EA _ _; 1 ATER SERVICE 8............. AND SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREENBOOK") . 2" AIP. VAC AND AIR RELEASE VALVE PER P''-9 .................... 2 EA 12 PVC WATERLINE - C900, CL200.-.....---...--..-.-......................--.:........- 1362 EA 2" COPPER WATER SERVICE PER & METER PER B-344............. 1 6" BLO'N OFF PER PA-1 (PVC). .. .............................................:------- 2 EA 12" RS GATE VALVE (RSGV) FXH........ -...... ................ ...................................... 6 EA 1" AIR VAC AND AIR RELEASE VALVE PER B-598 (PVC)-------.-. 21 60TEMPORARY BLOW OFF PER PA-1 (PVC) ..................................... 6 EA 12"RS GATE VALVE (RSGV) HXH .-......-........-.-......-.--..---...-....................--..... 3 EA 2"AIR VAC AND AIR RELEASE VALVE PER B-367 (STEEL).--- 3 ....... .MARKER POST PER 8-665 ........................................... . .... . .................... 1 EA 12" 12" FXH ADAPTOR ------ FXH PVC -STEEL - -- -- -------------------------------------------- ------ ------------------------- ADAPTOR------- 4 2 EA EA 6„ BLOW OFF PER B-357(PVCI.................................. ..... -------------- ------------ LOW I U ------------------------------------------------------------------ - 6 P _OW OFF PER 8 351 (STEEL) ................................................................... 6" RIVERSIDE COUNTY o WATER/SEWER/RECYCLED WATER PROVED BY. 12"FLANGED CROSS 2 EA "T APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT r -............................ ---------------- 6 E ORAR BLOW OFF PER B-568 tPVC)........................................ EASTERN wIUNICIPAL WA i fR DISTRICT 12"FLANc TIA I' BEFORECALL 61 i 1-800-227-2600 DATE: S'•_Z-o 4. UNDERGROUND SERVICE ALERT Cal at Isoat 2 working daya prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. 4106 REC Rr THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR PRIVATE ENGINEER HA DURING BE RESPONSIBLE CONSTRUCTION FORT ETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. -.. DATE BY _ MARK ENGINEER DESIGNED B Y: CI Rt\d_14590\phase -1\sewer-water\4590phlswl.dgn -\\srv_r101\RlokStondords\lpIotV10\Pen\coloomp.pen OF0 f/RF HYDRANTS g" fIRE DEBT DEP TMENT OF HEALTH ED TEE--------------------------------------------------------------------------------------------------------- 2 EA 60FIRE HYDRANT ASSEMBLY PER B-362 (PVC)..---.....-------------.-....... / 12'k8" FLANGED CROSS ------------------------- ------------ - ----- ---------------------------- ----------- 1 EA 6" FIRE HYDRANT ASSEMBLY PER B-356 (STEEL)..........-.........-. ..... � 6 Ap^~ 3f 1�0y 12'Sc 1216" FLG-D TEE. --------------------------------------------------------- ........................... 3 EA BLUE PAVEMENT REFLECTOR ----........... ----. ------------------ ----- s0 CIVIL ENGINEER OF SUBD[ "S[0"15 DATE 12"k12"k8"HxHxF TEE................................'..---..-...-.-..--.-....--.............--.................-- 1 EA HIGH DEFLECTION COUPLING t1-8 ; 1-12'1.-.--.......-....---.---..------.---------.--... _ 12" 45' VERT BEND .................................. ..... .................................. 3 EA STEEL CASING PER B-575, D=18".- 134 INITIAL DATE �,1 - P OVED BY: APPROVALS PROJECT ENG. /� ` %i `�'v H' INSPECTION DATE SWR. OPERATIONS S� ADD B"WflTERL//VES SEAL -COUNTY 9VOESSrpti, No. 33950' Exp.6-30-06 APPR. DATE REVISIONS CGU�ITL 0,,Iv1L����\pf ,.A DRAWN BY: MRD CHECKED BY:JDG IL22.5 VERT BENu............................................................................................... 4 EA CTS - TEST STATION PER B-660 .................................................... ----------- 3 12"11.25' VERT BEI4D........................................................................................... 1 EA CTS- TEST STATION PER B-662..................................... -............................. 8 12"k21"CONCENTRIC REDUCER ..... .......... ........................................ .................... 1 EA BACKF :VEN10L ASSEM Y (B- 7 ------ ..... ... .. 342 12" END CAR... ................ 1 EA "3 fi' FIRE HY L 9-9/6 COUNTY OF RIVERSIDE SEAL- NGINEER 5620FRIARSROAD BENCH MARK: TRANSPORTATION DEPARTMENT SANDIEc0,CA92110 nc 619.291.0707 APPROVED B Y : Qi 1i� ESS�©� (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE �Q ENGIN G OMPANY ricken ineerin .com INTERSECTION OF NEWPORT RD. Q• GOD�'QP San DNego R venkle Sacramento Orange Phoerdx Tucson & LINDENBERGER RD. A 10IRON h = p PIPE & TAG MARKED COUNTY IN PREPARED UNDER THE D CTIONOF- CAP WELL MON. J�,i!S ( V` No.33037 1984 ELEV = 1425.301 �.H�ALEA.OT AN DATE: Exps/30/06 � J A CIVIL �! tt J D. GODDAR JR. .C.E. 33037 e 'S'/ �� lF G�l�` DATE:�1'710V GISTRATION EXPIRES 6-30-06 SCALE: RECOMMENDED-WILLOAN DATE: H: V: EA EA EA EA EA EA EA EA EA EA LF EA EA PRIVATE ENGINEERS NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEAL4TH- REGULATION `OF THE• U S. DEPARTMENT OF LABOR AND` THE STATE OF , E ` CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS S CONSTRUCTION' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATI(NVS AND HERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMIENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOW NG HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK 9Y CALLING THE ENGINEER OF WORK AT (.619) 291-0707 AND THE COUNTY INSPECTOR. DEVELOPER/OWNER ENGINEER OF WORK CENTEX HOMES RICK ENGINEERING COMPANY 1265 CORONA POINTE COURT 5620 FRIARS ROAD CORONA, CA 92879 SAN DIEGO, CA. 92110-2596 PHONE: (951) 479-9500 PHONE: (619) 291-0707 FAX: (619) 291-4165 NOTIFICATIONS THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION RIVERSIDE COUNTY ROAD (951) 955-6885 EASTERN MUNICIPAL WATER DISTRICT: FIELD ENGINEERtING DEPARTMENT (951) 928-3777 ext. 4830 U.S.A. 1-800-227-2600 TIME LIMITATION THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWING TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMITED TO EMWD FOR POSSIBLE CHARGES IN MASTER PLANNED SIZING Abip CHANGES IN SPECIFICATIONS AND STANDARDS. WATER SYSTEM CERT! -ATIO I CERTIFY THAT THE DESIGN OF THE WA'f`ER SYSTEM WITHIN TRACT 30422-1 IS IN ACCORDANCE WITH T14E WATER SYSTEM MASTER PLAN OF THE EASTERN MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE. STORAGE AND DISTRIBUTION SYSTEM DILL BE ADEQUATE`TO SUPPLY WATER TO SUCH TRACT. 4k,_ THIS CERTIFICATION DOES NOT C ITUT€ A GUARANTEE THAT IT WILL _. SUPPLY WATER TO SAID PROJECT SPECIFIC QU�1'�TI,ES, FLOWS C)R PRESSURES FOR FIRE PROTECTION`OR ANY OTHER PURPOSE. IV heo* CIVIL ENGINEER OF SUBDIVISIONS DATE SEWER SYSTEM CER`I"TIOI I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 30422-1 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. - EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF m.°VISIONS DATE (E)"MION OF HOLLAND, RD. TO WNM) NOT TO SCALE A SUBDIVISION OF A PORTION OF THE WEST ONE-HALF AND ONE-HALF OF THE NORTHEAST Y4 OF SECTION 1, SHIP 6 SOUTH, RANGE 3 WEB r, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE INDEX OF SWETS: SHEET No. Illl DESCRIPTION 1 TITLE SHEET 2-3 INDEX AND DETAIL SHEETS a 4-44 SEWER & WATER PLAN AND PROFILES 45 STEEL PIPE & CORROSION NOTES N I.P.040242 COUNTY OF RIVERSIDE 1. D. U-36/U-35 1­; S. A. 41/33 TRACT NO. 30422-1 SCHEDULE "A" W. o. 10969 I C.O. SEWER, WATER & RECYCLED WATER PLAN AND PROFILE COOOD j3-8-41:5 SHT. 1 of 4� T� HE TITLE SHEET IF A 1 LOT ;__ LINE i v 5'5' a TYP TYP CURB S 10, MIN W TYPICAL LOT NO SCALE SOUTH OR WEST SSE NORTH OR EAST SIDE ,�TPN4r DEPTH 1 RECYCLED WATEER PER WOO 11405 HOT TAP EXISTING 16" ACP r 4 W/L WITH I WXII'c" TAPPING SLEEVE WITH Igo►" FXF RSGV [EFi AT DEVELOPER EXPENSE . VARIES MIN E X 1 T 1 N G I S Ci-JJJL WATER MAIN SEWER STORM MAIN/REC`ICLED WP►TF-R. FOR RZOCK.PORT iZOAD DRAIN TABS LA605 DR+Vr:- SEE PLA►/ SHEETS TYPICAL SECTION NO SCALE fX� FIRE Ff! BLUE 6:: HYDRANT PAVEMENT - MARKER 611 EXIST 16" ACP BLUE PER D-9707 --�I 6" PAVEMENT FIRE MARKER �— HYDRANT EST 8" EWER i PER D-3 TYPICAL HYDRANT MARKER LOCATION PROPcE01s" NO SCALE RECYCLED WATER PER WOE 11435 MENIf • . rr• ,eslo w 10� - ,r. PRESSURE REDUCERS PRESSURE REDUCING VALVES FOR TRACT 30422-1 ARE REOUIRED FOR ALL LOTS (1-3421. SACK WATER VALVES BACK WATER VALVES FOR TRACT 30422-1 ARE REOUIRED FOR LOTS 125, 126, 157, 158, 159 AND 280. ILAn, nlA0K lKlr CAf%ll lTtce WATER: 36" WATER LINE IN TRES LAGOS DRIVE 36" WATER LINE IN LINDEMVJWR ROAD RECYCLED WATER: 18" RECYCLED WATER LINE IN MENIFEE ROAD 18" RECYCLED WATER LINE IN LINDENSERGER ROAD SEWER: 27" SEWER LINE IN NE.NIFEE ROAD DIG ALERT WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT w ... . ..... .......... v ,I,..d- J -- CIVIL ENGINEER OF SUBDIVISIONS DATE CALL OD INITIAL DATE PROJECT ENG. APPROVALS INSPECTION BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT WTR. OPERATIONS -- Cal at bwt 2 workkV days prior t0 extavath% SWR. OPERATIONS --�" NOTE: 4 /06 R15C A ADD ! HYORRA(I-s AT IRE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRAD PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF O:ISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS ENGINEER SHALL BE RESPONSS18LE FOR DETERMNNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD R.\d_14590\phose-i\sewer_woter\4590phtsw2.dgn .. \\srv_r161\R1ckStandards\Iplotvio\Pen\colcomp.pen EXIST 30" CML&C PER D4706 I PROPOSED 16" PVC REC — , EXIST 27" CML&C WTR PER D-32086 OPO:h 36" CML&C EXIST 36" CML&C Pit D-1325 PER D-29+496 PER D-151 53 I SOON r' , •' . EXIST 24" CML&C EXIST 21" CML&C 7977 PER D-1337 25 0 tI30 75 `; 0 150 300 450 _ GRAPHC SCALE i_� 150" SEAL -COUNTY COUNTY OF RIVERSIDE EAL- N SCA92110 2110 BENCH MARK: s sANr+ 1EM co, cn TRAM ORTATIO* ANT IT LESS/ 619.291.0707 I _N I APPROVED BY: (PAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE rirken ineerin .com INTERSECTION OF 14EWPORT RD. r�� A. 0l O• GO DQ �t^� Onbc Tucson & LV40ENKRGER ice. A Y' IRON PIPE & TAG MARKED COUNTY IN .33950 Z u ` c c- PREPARED UNDER TH IRECTION OF: 1� C'M' WELL ' Exp.6-30-06 S r N0.33037 1 11i4I4 EL.EV.- 14?5.',�01 APPR. DATE KH D A.0 H°M DATE.: ,x Exp.6/30/(Ii Yr CI V I <" f� CIVIL •�! COUNT\i�%�� `\�' '� (� C� OS U6 �'!` J D. GODDA JR. yd R. E. 33037 SCALE: CA - ( DATE: EGISTRATION EXPIRES 6-30-06 CHECKED BY: JDG RECOMMENDED -WILL AK _ _ : DATE: H. V: PRESSURE ZONE (PZ) C. O. "Ay0 "aw • Arwo 7 C.O /V.. G68Z I—vw w 1627 Q NCn COUNTY I.P. 040242 OF RIVERSIDE 1. D. U-36/U-35 ;R Cr; S. A. 41/33 TRACT NO.30422-1 SCHEDULE AV SEWER, WATER & RECYCLED W 1TER INDEX SHEET W.O. 10969 p C . 0. ✓ 7 COORD SHT, 2 of 45 :3w D-� Lea JN 14NO-A DIG ALERT TM CAM. BEFORE YOU DIG! 1-800-227 26I 0 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to ex . WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE INNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS KEN, ISSUED. WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT L4 J - g.'.1 3 u CIVIL ENGINEER OF SUBDIVISIONS DATE APPROVALS PROJECT ENG. INSPECTION WTR. OPERATIONS SWR. OPERATIONS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE I BY I MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SMALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE.000NTY. IAL I DATE REVISIONS DRAWN BY: MRD SEWER LATERAL TABLE 11WATER LATERAL TABLE LOT INV.EL DROP LENGTH TO IN INV.EL SLOPE TOP CURB DEPTH BELOW STATION BACKWATER VALVE STATION 0 MAIN N0. ®IbIAIN MAIN FEET �'1- EL T.C.'I'.L. ® MAIN REQUIRED 96 422.34 1.2 22.00 1427.64 20.50 1433.14 5.50 27+46.37 27+38.39 97 1422.21 1.2 21.72 1427.84 22.4E 1433.34, 5.50 27+23.15 27+28.17 98 1421.6E 1.2 21.78 1428.47 28.3E 1433.97 5.50 26+06.57 26+01.55 99 1421.56 1.2 22.09 428.32 27.68 1433.82 5.50 25+86.31 25+91.33 100 1421.01 1.2 21.52 1427.51 27.15 1433.01 5.50 24+69.72 24+64.71 101 420.92 1.2 23.29 427.38 24.71 1432.88 5.50 24+49.47 24+54.48 102 11420.61 1.2 37.61 427.0 426.73 14.57 432.50 5.50 23+87.00 23 •89,74 103 1420.44 1.2 27.00 20.3E 432.23 5.50 23+68.97 23+64.88 104 1420.27 1.2 30.38 1426.50 17.72' 1432.00 5.50 23+42.82 23+40.89 105 1420.19 1.2 26.92 1426.42 20.18 1431.92 5.50 23+27.55 23+32.70 106 1419.67 1.2 22.00 415.79 24.58 1431.29 5.50 22+14.76 22+09.73 107 1419.59 1.2 22.00 14:_5.71 24.59 1431.211 5.50 21+97.34 22+02.50 108 1419.00 1.2 21.64 1425.07 24.79 1430.57 5.50 20+70.36 20+65.33 109 1418.91 1.2 22.00 1424.97124.32 1430.47 5.50 20+49.98 20+55.02 110 1418.34 1.2 23.08 1424.95 25.64 1430.45 5.50 19+30.47 19+25.47 111 1418.26 1.2 22.64 1425.03 26.97 1430.53. 5.50 19+13.20 19+18.37 1.2 22.00 1425.62 33.53 1431.121 5.50 17+95.64 17+90.49 112 1417.71 113 1417.62 1.2 22.00 1425.72 34.51 1431.22 5.50 17+75.03 17+80.18 114 1.2 22.00 1426.10 37.83 1431.60 5.5 117+13.62 17+18.55 11417.33 115 1417.02 1.2 33.5E 1426.46 26.10 1431.96 5.50 16+47.29 16+43.82 116 1416.87 1.2 28.13 1426.61 32.68 1432.11 5.50 16+30.58 16+15.S`5 117 1416.75 1.2 52.68 1426.79 17.45 1432.29 5.50 16+02.17 16+12.3 118 1416.54 1.2 36.92 1427.19 27.05 1432.69 5.50 15+59.28 15+53.62 119 1416.45 1.2 36.72 1427.27 27.71 1432.77 5.50 15+38.75 1 14+44.64 120 1415.91 1.2 34.00 1426.63 29.76 1432.13 5.50 14+35.96 14+30.87 121 1415.61 1.2 34.00 1426.14 29.17 1431.64 5.50 13+71.83 13+66.74 122 1415.51 1.2 134.00 1425.99 29.00 1431.49 5.50 13+51.47 13+56.56 123 1415.01 1.2 34.00 1425.18 28.02 1430.68 5.50 12+45.60 12+40.51 124 1414.71 1.2 34.00 1424.70 27.4E 1430.20 5.50 11+81.47 11+76.33 125 1414.62 L 1.2 34.00 1424.54 27.26 430.04 5.50 11+61.11 YES 11+66.25 126 1414.19 1.2 34.00 1423.84 26.42 1429.34 5.50 10+69.49 YES 10+74.58 127 1416.54 1.2 21.58 1425.38139.02 1430.88. 5.50 15+42.69 15+37.63 128 1416.95 1.2 21.28 424.65 33.71 1430.15 5.50 14+40.86 14+31.84 129 1417.03 1.2 22.18 1424.51 31.12 1430.01 5.50 14+20.01 14+23.40 130 1417.29 1.2 26.50 424.09 22.8E 1429.59 5.50 13+55.97 13+64.92 131 1417.49 1.2 33.28 1423.72 16.08 1429.22 5.50 13+16.66 13+15.02 132 1417.55 1.2 22.62 1423.64. 23.71 1429.14 5.50 13+07.09 13+08.46 133 1417.64 1.2 30.12 423.48 16.50 428.98 �.50 12+94.60 13+04.00 134 -1417.981 1.2 22.00 1423.07 19.45 1428.57 5.50 12+18.35 12+13.35 135 1418.061 1.2 22.01 1422.93 18.34 1428.431 5.50 11+98.35 12+03.35 136 1418.43 1.2 21.99 1422.28 13.2E 1427.78 5.50 11+06.68 11+01.68 137 1418.51 1.2 22.17 1422.14 12.05 427.64 5.:,0 10+86.68 10+91.68 138 1418.75 1.2 35.31 1421.74 5.37 427.24 5.50 10+29. 1 10+34.87 139 1418.86 1.2 24.00 1421.46 6.36 426.96 5.50 10+00.00 9+80.73 140 1418.86 1.2 45.23 1421.14 2.50 1426.64 5.50 10+00.00 9+74.73 141 1418.86 1.2 54.00 1421.12 2.04 1426.62 5.50 10+00.00 9+96.32 142 1418.81 1.2 51.54 1421.57 3.1E 1427.07 5.50 10+15.26 9+98.32 143 1418.63 1.2 38.80 1421.92 5.67 427.42 5.50 10+58.55 10+63.55 144 1418.55 1.2 34.57 422.08 422.'i 7.14 427.58 5.50 10+78.55 11+70.55 145 1418.20 1.2 34.00 10.31 1428.2 5.50 11+65.63 11+70.63 146 1417.35 1.2 38.97 1423.98 14.6� 1429.4 5.50 13+43.34 13+52.98 147 1416.96 1.2 34.59 1424.64, 19.88 1430.14 5.50 14+38.56 1.4+44.23 148 1416.87 1.2 1 35.83 1424.781 19.83 1430.28 5.50 14+58.66 1 14+54.23 149 1416.59 1.2 34.8E 14 '5.29 22.82 1430.79 5.50 15+30.24 15+34.63 150 1417.37 1.2 20.44 1424.25 30.80 1429.75 5.50 13+22.86 13+17.49 151 1417.46 1.2 20.50 1424.09 29.35 1429.59 5.50 13+03.31 13+08.59 152 1417.98 1.2 26.71 1423.19 16.23 1428.69 5.50 11+97.32 11+92.40 153 1418.07 1.2 27.6E 1423.03 14.65 1428.53 5.50 11+77.69 11+82.28 154 1418.53 1.2 26.81 1422.28 10.28 1427.78 5.50 10+87.44 1 10+83.22 155 1418.62 1.2 27.99 1422.121 8.85 1427.62 5.50 10+67.77 10+73.22 156 1418.98 1.2 42.18 1421.60 3.53 1427.10 5.50 10+00.00 9+94.53 157 1418.98 1.2 43.09 1421.51 3.24 1427.01 5.50 10+00.00 YES 9+89.53 158 1418.981 1.2 49.26 1421.23 2.22 1426.73 5.50 10+00.00 YES 9+82.57 159 1418.981 1.2 53.33 1421.37 2.32 426.87 5.50 10+00.00 YES 9+86.5=` 160 1418.90 1.2 51.01 1421.65 3.1E 11427.15 5.50 10+13.43 10+19.60 161 1418.80 1.2 44.36 1421.81 4.27 1427.31 5.50 10+33.15 10+28.60 162 1418.37 1.2 27.92 1422.54 11.4E 1428.04 5.50 11+19.50 11+24.24 163 1418.2E 1.2 27.68 1422.71 12.66 1428.21 5.50 11+39.87 11+34.35 164 1418.03 1.2 28.80 1423.11 14.48 1428.61 5.50 11+87.36 11+95.43 165 1417.48 1.2 35.4E 1424.06 16.08 1429.56 5.50 12+99.59 13+04.37 166 1417.34 1.2 35.50 424.29 17.16 1429.79 5.50 13+27.90 13+14.26 167 1416.94 1.2 33.61 1424.98, 21.64 1430.48 5.50 14+09.15 14+13.93 168 1416.84 1.2 32.55 1425.14 23.24 1430.64 5.50 14+30.10 14+23.74 169 1416.41 1.2 33.83 1425.97 26.26 1431.47 5.50 15+15.20 15+21.88 170 1416.31 1.2 33.95 1426.22 27.25 1431.72 5.50 15+37.00 15+32.10 171 1415.94 .1.2 34.00 1427.16 31.30 1432.66 5.50 16+17.85 16+12.89 172 1425.85 1.2 34.00 1428.42 4.27 1433.921 5.50 22+21.61 22+16.78 173 1423.82 1.2 34.00 1427.051 6.33 1432.05 5.00 21+58.73 21+53.90 174 1420.80 0.8 30.66 1422.181 2.02 1430.13 7.95' 20+53.75 20+48.72 175 1419.33 1.2 30.66 1421.881 4.71 1428.38 9.50 19+96.56 19+91.47 176 1418.87 1.2 30.27 1422.741 9.44 1428.24 5.50 19+76.20 19+81.29 177 1417.301 1.2 30.71 1422.80j 14.98 1428.30 5.50 19+13.06 19+18.15 178 1415.721 1.2 34.00 1423.11 19.34 1428.61 5.50 18+49.92 18+55.01 179 1414.991 1.2 34.00 1423.22 21.97 1428.72 550 17+47.08 17+41.99 180 1414.94 1.2 34.00 1423.12 21.81 428.62 5.50 17+26. 7 2 17+31.81 181 1414.801 1.2 34.80 1422.59 20.08 1428.09 5.50 16+68.81 16+30.80 182 1417.221 1.2 35.0E 1422.601 12.64 1428.10 5.50 14+91.84 14+96.81 183 f420.ON 1.2 34.00 1423.331 6.49 1428.83 5.50 13+89.95 13+84.95 184 1420.61 1.2 34.00 1423.461 5.15 1428.96 5.50 13+69.80 13+74.85 185 1421.25 1.2 35.88 1424.10 4.87 1429.60 5.50 12+13.36 12+68.73 186 1421.38 1.2 34.00 1424.231 5.1E 1429.73 5.50 12+54.89 12a-59.49 187 1421.98 1.2 35.10 1424.621 4.97 1430.32 5.50 11+65.36 11+60.79 188 1422.551 1.2 34.00 1425.32 4.90 1430.821 5.50 10+90.60 10+85.54 189 1423.141 1.2 45.62 1425.63 2.96 1431.13 5.50 10+35.76 10+30.93 190 1423.50 1.2 153.98 1425.83 2.17 1431.33 5.50 10+00.00 9+93.80 191 1423.50 1.2 52.03 4',"5.98 2.56 1431.48 5.50 10+00.00 9+90.80 192 1423.50 1.2 48.54 1426.11 3.03 1431.61 5.50 10+00.00 9+77.68 193 423.50 1.2 47.14 426.07 3.04 1431.57 5.50 10+00.00 9+80.68 194 1423.50 1.2 43.00 425.91 2.95 1431.41 5.50 10+00.00 9+83.68 195 1421.77 1.2 20.89424.62 1424.09 8.75 1430.12 5.50 ' 11+96.16 12+01.28 196 1421.23 1.2 34.00423.82 4.35 429.32 5.50 10+81.81 10+85.83 197 1421.65 1.2 34.00 3.8E 429.59 5.50 11+35.81 11+40.91 198 1421.77 1.2 36.4E 1424.26 3.74 1429.76 5.50 11+52.52 11+66.56 199 11421.771 1.2 39.62 1423.81 2.23 1428.81 5.00 11+52.52 11+69.37 200 1421.771 1.2 50.53 1424.46 3.07 1429.96 5.50 11+52.52 11+84.75 201 147.771 1.2 60.04 NA9A.44 2.53 429.94 5.50 11+52.52 11+76.2 CHECKED BY: JDG SEAL -COUNTY �/ }�I � No. 33'9Er0 Exp.6-30-06 APPR. DATE COUNTY FIvi�-,� F QF SEWER LATERAL TABLE I W LOT NO. INV.LL 94AIN DROP LENGTH TO MAIN IN FEET INV.EL 6PL SLOPE X TOP CURB EL I DEPTH BELOW T.C.@pL STATION 0 MAIN BACKWATER VALVE REQUIRED 2021418.08 1.2 22.97 1422.84 16.99 1428.34 5.50 14+61.01 203 1417.57 1.2 21.98 1422.72 19.78 1428.22 5.50 14+79.31 204 j1414.97 1.2 34.00 A23.90 24.15 1429.40 5.50 13+6?.05 205 1415.02 1.2 3400 1424.02 24.37 1429.52 5.50 13+82.uj 206 1415.29 i 1.2 34.00 P424.67 25.56 1430.17 5.50 14+91.39 207 1415.33 1.2 34.00 424.79 2Z.80 143O.29 5.50 15+10.14 208 1415.55 1.2 34.00 1425.31 26.- 1430.81 5.50 15+98.38 209 1420.25 1.2 34.81 1425.62 12.70 1431.12 5.50 11+97.28 210 1420.66 1.2 34.86 1425.71 11.70 ;1431.21 5.50 11+78.27 211 1422.93 1.2 34.90 1,426.42 6.97 1431.92 5.50 10+73.96 _ 212 423.30 _ 1.2 38.07 11426.51 5.58 1432.01 5.50 10+56.94 213 1424.49 1.2 54.00 426.83 2.19 1432.33 5.50 10+00.00 214 1424.49 1.2 49.76 1427.08 2.91 1432.58 5.50 10+00.00 215 1424.49 1.2 44.97 1426.96 2.9E 1432.46, 5.50 10+00.00 216 1424.49 1.2 43.49 426.90 2.92 14 -Id 2.40 5.50 10+00.00 217 1423.36 1.2 30.21 1426.50 6.86 1432.00 5.50 10+53.90 218 1422.85 1.2 23.75 426.36 10.64 1431.86 5.50 10+77.75 219 1420.36 1.2 21.1E 1425.64 21.31 1431.14 5.50 11+92.43 220 1419.90 1.2 21.25 1425.54 23:,08 1431.04 5.50 12+13.67 221 11417.76 1.2 22.0E 1425.05 30.3E 1430.55 5.50 13+12.17 _ 222 1416.77 1.2 34.00 1424.39 20.07 1429.89 5.50 19+22.00 223 1417.15 1.2 34.00 1425.04 20.92 1430.54 5.50 20+16.27 224 1417.23 1.2 34.00 1425.17 21.08 1430.67 5.50 20+36.27 225 1417.69 1.2 34.00 1425.98 22.15 1431.48 5.50 21+53.27 226 1417.77 1.2 34.00 1426.11 22.30 14�0.61 5.50 21+73.27 227 1418.18 1.2 34.00 1426.83 23.29 1432.33 5.50 22+77.38 228 424.90 1.2 22.00 1428.87 13.87 1434.37 5.50. 12+19.27 229 426.86 1.2 22.00 1429.53 7.3E 1435.031 5.50 11+36.27 230 1427.041 1.2 ?2.00 1429.68. 7.21 1435.18 5.50 11+17.65 231 14,17.86 1.2 1 32.lS 1430.28 4.03 1435.78 5.50 10+32.48 2321428.16 1.2 42.71 1430.56 2.95 436.06 5.50 10+00.00 233 1428.1E 1.2 52.53 1430.58 2.41 436.08 5.50 10+00.00 234 1427.08 1.2 34.08 1429.71 4.45 1435.21 5.50 11+12.97 235 1419.97 1.2 34.00 428.671 23.45 11434.17 5.50 16+31.28 2361420.31 1.2 35.961428.22 19.74 11433J2 5.50 15+42.54 237 1420.57 1.2 34.53 427.86 18.71 t0433.36 5.50 14+78.17 238 1420.64 1.2 33.99 427.70 18.32 433.20 5.50 14+55.72 239 1421.02 1.2 34.00 1427.07 15.16 1432.57 5.50 13+65.25 2401421.92 1.2 23.45 1425.68 11.93 1431.18 5.50 11+54.42 241 1422.31 1.2 33.43 1425.04 4.87 430.54 5.50 10+59.31 2421422.42 1.2 41.88 1424.81 2.98 1430.31 5.50 10+33.16 243 422.56 1.2 51.65 1424.90 2.30 429.901 5.00 10+00.00 A_ 244 1422.56 1.2 50.15 1424.84 2.24 1429.84 5.00 10+00.00 245 1422.56 1.2 44.53 424.63 2.05 429.63 5.00 10+00.00 246 422.56 1.2 .00 424.77 2.46 i429.77 5.00 10+00.00 2471422.13 1.2 3.17 425.43 6.74 430.93 5.50 11+03.55 248 422.04 1.2 r32.59 425.53 7.49 1431.03 5.50 11+24.18 249 1421.55 1.2 7.35 426.25. a90 '1431.75 5.50 12+47.75 250 1421.48 1.2 42.22 426.35 9. i - 11.72 11432.25 1431.85 5.50 12+65.70 251 1421.28 1.L 38.44 1426.75 5.50 13+13.89 252 1421.23 1.2 28.07 1426.82 16.84 1432.32 5.50 13+20.34 253 1420.95 1.2 23.60 1427.16 23.19 432.66 5.50 13+78.99 254 1420.31 1.2 19.95 1428.22 37.38 1433.72 5.50 15+40.53 255 1419.91 1.2 22.00 1428.75 38.22 1434.25 5.50 16+46.87 256 1419.82 1.2 22.00 1428.85 39.14 1434.351 5.50 16+67.43 257 1419.33 1.2 22.72 428.58 38.85 1434.08 5.50 17+92.66 258 1419.24 1.2 23.97 428.48 36.60 1433.98 5.50 18+13.22 259 1418.76 1.2 24.45 427.88 35.28 1433.38 E_50 19+32.91 _ 260 1418.70 1.2 23.6.9 427.79 36.38 1433.29 5.50 19+49.99 261 1422.58 1.2 22.00 427.20 17.10 1432.70 5.50 20+67.81 2621423.61 1.2 22.001427.10 11.45 1432.60 5.50 20+88.03 263141b.23 1.2 22.001427.01 37.60 1432.51 5.50 23+03.21 264 1417.92 1.2 22.00 1426.37 36.24 1431.87 5.50 22+10.44 :L65 1417.84 1.2 22.00 1426.23 35.94 1431.73 5.50 21+90.44 266 1417.35 1.2 22.00 0425.39 34.18 1430.89 5.50 20+68.44 267 1417.27 1.2 22.00 1425.26 33.93 1430.76 5.50 20+48.44 268 1416.82 1.2 22.00 1424.481 32.29 1429.98 5.5C 19+35.41 269 1416.02 1.2 18.04 1424.53 45.57 1430,03 5.50 17+98.49 270 1415.88 1.2 22.00 1424.90 39.1E 1430.40 5.50 17+35.56 271 1415.77 1.2 22.00 IA25.19 41.12 1430.691 5.50 16+87.98 272 1415.64 1.2 22.00 1425.44 43.00 1430.941 5.50 16+35.86 273 1415.59 1.2 22.00 1425.42 43.14 1430.92 5.50 16+17.56 274 1415.37 1.2 22.00 1424.89 41.58 1430.39 5.50 15+26.74 275 1415.24 1.2 22.00 1424.58 40.68 1430.08 5.50 14+74.84 276 1413.20i 1.2 122.00 1424.47 40.34 1429.97, 5.50 14+57.84 277 1414.96 1.2 22.00 1423.88 38.59 1429.38 5.50 13+57.84 278 1414.91 1.2 22.00 1423.76 38.23 142S,.26 5.50 13+37.84 279 1414.70 1.2 22.00 1423.23 36.63 1,428.73 5.50 12+49.71 2801415.35 1.2 34.00 1423.541 21.85 1429.04 5.50 10+55.93 YES 281 1415.56 1.2 34.00 1424.61 24.54 1430.11 5.50 11+43.85 282 1415.70 1.2 34.00 1425.33 26.34 1430.83 5.50 12+03.84 283 1415.85 1.2 34.00 1426.06 28.17 1431.56 5.50 12+63.85 2841415.89 1.2 34.00 1426.21 28.49 1431.71 5.50 12+83.85 285 1416.19 1.2 34.00 1425.70 25.96 1431.201 5.50 14+07.10 286 1416.24 1.2 34.00 1425.60 25.49 1431.10 5.50 14+28.13 287 1416.55 1.2 34.00 1424.96 22.53 1430.46 5.50 15+55.14 288 11416.60 1.2 34.00 424.85 22.03 1430.35 5.50 15 �-76.17 2891416.90 1.2 34.00 1424.21 19.08 1429.71 5.50 17*02.96 2901416.95 1.2 3'1.00 1424.111 18.61 1429.61 5.50 17+23.98 291 1417.10 1.2 35.22 1423.76 16.44 1429.26 5.50 17+92.85 2921417.88 1.2 33.7E 1423.58 14.17 1429.08 5.50 19+01.09 293 1418.77 1.2 34.00 1423.83 12.0E 1429.33 5.50 19+52.60 294 420.84 1.2 33.61 1424.44 7.59 1429.94 5.50 20+73.68 295 1420.95 1.2 31.1E 1424.551 8.23 1430.05 5.50 20+94.97 2961421.55 1.2 34.05 1425.13 7.43 1430.63 5.50 22+12.11 297 1421.65 1.2 36.81 0425.25 6.89 1430.75 5.50 22+33.06 298 1422.09 1.2 36.17 425.68 7.00 1431.18 5.50 23+21.69 2991422:9 1.2 38.18 1426.41 6.29 1431.91 5.50 24+65.94 3001423.3 1.2 73.18 1426.901 3.25 1432.40 5.50 25+39.59 3011423.4 1.2 70.39 1427.12 3.64 1432.62 5.50 25+48.05 302 1423.431 1.2 58.93 1427.12 4.37 1432.62 5.50 25+48.05 3031423.43 1.2 40.69 1426.97 6.05 1432.47 5.50 25+48.05 304 1423.43 1.2 32.87 1426.91 7.39 1432.41 5.50 25+48.05 3051423.33 1.2 22.12 P426.731 10.93 1432.23 5.50 25+33.22 3061422.64 1.2 22.92 11426.191 11.23 1431.69 5.50 24+22.91 :►07 11422.51 1.2 22.03 426.0 11.78 1431.57 5.50 24+00.10 COUNTY OF RIVERSIDE TRANSPORTATION DnrARTNUT APPROVED BY: 10 L EX A.0T A 7-7 DATE: -WILLQAN DATE: LSD ���►© �. GO No.33037 Exp.6/30/06 xt CIvIL LSE 5620 PWM ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 Sant Bleso PREPARED UNDER T D R CTION OF: DATE: LATERAL TABLE STATION 0 MAIN 14+65.59 14+74.73 13+67.05 13+77.05 14+96.90 15+04.62 _ 15+92.86 11+92.52 11+83.02 10+69.23 10+61.53 10+03.42 9+86.97 9+80.99 9+83.98 10+64.46 _ 10+72.16 11+97.74 12+08.36 13+07.17 19+27.00 20+21.27 20. il.27 21+58.27 21+68.27 22+71.86 12+12.94 11+31.70 11+22.55 9+84.55 10+07.33 11+07.06 16+36.31 15+37.96 14+73.17 14+63.17 13+60.25 11+49.56 10+55.23 10+48.09 9+78.28 9+76.16 9+89.95 10+37.61 _ 11+08.71 11+19.02 12+51.46 12+61.08 12+97.78 13+02.78 13+73.99 15+46.66 _ 16+52.01 16+62.29 17+97.80 18+08.08 19+37.93 19+44.97 20+72.98 20+82.98 22+95.87 22+05.45 21+95.45 20, 33.45 20+53.45 19+40.41 17+92.97 17+84.27 16+83.41 16+31.28 16+22.13 15+31.32 14+69.84 14+62.84 13+52.84 13+42.84 12+54.71 10+60.93 11+48.85 12+08.84 12+68.85 12+78.85 14+12.36 14+22.88 15+60.40 17+08.21 17+18.73 17+88.28 19+06.27 19+57.46 20+79.01 20+89.66 2 +22.64 22+31.86 23+25.95 24+75.98 25+46.22 25+52.02 25+55.11 25+49.13 25+43.32 25+28.10 24+19.72 24+09.43 D. G6QDARD JR. R.C.E. GISTRATION EXPIRES 6-' SEWER LATERAL TABLE I WATER LATERAL TABLE LOT NO. INV.EL *WAIN DROP TO MAIN LENGTH IN FEET INV.EL dpL SLOPE x TOP CURB EL DEPTH BELOW T.CANPL STATION 0 MAIN BACKWATER VALVE REQUIRED STATION 0 MAIN 3081422.12 1.2 19.95 1425.70 13.26 1431.20 5.50 23+25.52 23+30.95 3091421.54 1.2 22.36 1425.12 11.69 1430.62 5.50 22+09.15 22+04.39 310 1421.44 1.2 24.60 425.02 10.53 1430.52 5.50 21+90.16 21+94.90 311 1420.8 1-2 22.77 1424.45 11.5E 1429.95 5.50 20+76.65 20+68.80 312 1420.61 1.? 22.001424.35 12.71 1429.85 5.50 20+56.34 20+61.53 313 1418.63 1.2 22.26 1423.79 19.52 1429.29 5.50 19+43.55 19+48.58 314 1417.08 1.2 22.00 1423.84 27.79 1429.34 5.50 17+76.87 17+71.10 `5 1416.95 1.2 22.00 1424.12 29.87 ' 429.62 5.50 17+20.44 17+15.67 316 11416.80 1.2 22.00 1424.42 32.08 4"9.92 5.50 16+61.51 16+56.74 317 1416.66 1.2 22.00 424.7' 34.28 1430.22 5.50 16+02.41 1 15+97.63 318 1416.62 1.2 22.00 1424.81 34.96 1430.31 5.50 15+83.32 15+88.09 319 1416.47 1.2 22.00 1425.11 37.18 1430.61 5.50 15+24.19 15+28.96 3201416.33 1.2 22.00 1425.41 39.39 1430.91 5.50 14+65.09 14+69.86 321 1416.20 1.2 22.00 425.68 41.39 1431.18 5.50 14+10.75 14+15.52 322 1415.97 1.2 22.00 1426.18 45.07 1431.68 5.50 13+12.80 1 13+08.04 323 1415.92 1.2 22.00 1426,23 45.53 11431.73 5.50 12+95.64 13+00.41 324 1415.78 1.2 22.00 1425.70 43.62 1431.20 5.50 12+34.20 13+39.20 325 1415.63 1.2 22.00 1424.97 40.69 1430.47 5.50 11+74.20 11+79.20 326 1416.75 1.2 24.62 1422.90 21.88 1428.40 5.50 18+92.97 18+97.89 3'7 11417.89 1.2 25.7E 1422.69 15.15 1428.19 5.50 19+38.80 19+33.88 328 1420.28 1.2 23.89 1423.34 8.50 1428.84 5.50 20+34.83 20+39.76 329 1422.941 1.2 34.00 425.22 3.39 1430.72 5.50 11+96.45 1 12+01.44 3301423.04 1.2 34.00 1425.32 3.37 1430.82 5.50 12+16.45 1 12+11.44 331 1423.35 1.2 34.00 1425.64 3.39 1431.14 5.50 12+76.95 12+71.94 33211423.65 1.2 40.59 1425.94 2.83 1431.44 5.50 13+32.95 13+37.94 333 11423.91 1.2 1 53.85 1426.26 2.22 1431.76 5.50 13+85.72 13+85.31 334 11423.91 1.2 149.53 1426.49 2.90 1431.99 5.50 13+85.72 9+84.82 335 11423.91 1.2 1.2 47.60 1426.49 3.03 11431.99 5.50 13+85.72 1 9+87.82 336 1423.91 1426.25 2.84 1431.75 5.50 13+85.72 1 13+80.72 3371423.84 1.2 39.62 1426.14 2.92 1431.64 5.50 13+70.72 13+75.72 3381423.37 1.2 22.00 1425.66 5.45 1431.16 5.50 12+79.95 1 12+84.95 339 1423.121 1.2 22.00 1425.401 5.40 1430.90 5.50 12+31.83 1 12+36.85 3401422.75 1.2 22.00 1425.03 5.39 1430.53 5.50 11+61.11 11+56.13 341 1422.65 1.2 22.00 1424.92 5.3E 1430.42 5.50 11+41.11 11+46.13 3421422.20 1.2 22.00 1424.46 5.32 1429.96 5.50 10+53.98 10+59.01 PC Site 1415.63 1.2 53.00 1427.91 21.73 1433.41 5.50 33+11.78 31+20.00 RECLAIMED WATER METER TABLE NUMBER STATION STREET NAME WATER METER SIZE 1 34+92.00 ROCKPORT ROAD 2" 2 34+30.00 ROCKPORT ROAD 2" 3 27+20.00 ROCKPORT ROAD 1.5" 4 21+86.00 ROCKPORT ROAD 1.5" 5 10+96.00 DREXEL WAY 1" 6 29+64.00 LAGUNA VISTA DRIVE 1.511 7 33+95.00 LAGUNA VISTA DRIVE 2" 8 34+06.00 LAGUNA VISTA DRIVE 2" 9 12+10.00 TRES LAGOS DRIVE 2" 10 14+66.00 TRES LAGOS DRIVE 2" 11 26+90.00 TRES LAGOS DRIVE 1.5" 12 26+50.00 TRES LAGOS DRIVE 2" 13 35+80.00 TRES LAGOS DRIVE 2" 14 37+50.00 TRES LAGOS DRIVE 1.5" 15 10+91.00 LINDEN GATE LANE 1.5" 16 11+08.00 SKIPSTONE WAY 1.51' BENCH MAR": RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTM OF NE PORT RD. RON PIPE & TAG MARKED CST CAP WELL MON. 1964 ELEV.= 14�5.301 SCALE: H: V. COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHEDULE "A" SEWER, WATER & RECYCLED WATER LATERAL TABLE v� �o 1.D. U-36/U-35 fn O S. A. 41/33 tt; W. O. 10969 C. 0. 3 ,9 COORD j3-8-4'2:43 SHT. R OF ALI; W Ra\tl_14590\ptwsa_t \sawer_woter\4590phi sw3. tlgn \\srv_rlbt.\RtckStontlortls\lplotV70\Pen\00lcomp.pen lu 1 1 ��. ■r - -- o I,, I'- z � a CP�r3 U to UJI �' Pr1 Z O Ica n in It N Q LD � O m N� U Z �' w OOW CidJ� fl-tCr � fDd JI W a wc�1 ;�NO� FUTURE 3 �, ul W 0 ��o cM N Uj wi �, U,nr �� �W ��a NooO ? ? ��--NT •��X 18"CML8rW8�CMCCL-150 COMMERCIAL I AL S ! TE m0 Wm m 00Qa = W ZUU - ��i, Nw Uj PER T R 3 U 4 2 2 -1 ; �, N NM � W 5 `" ` U r °G'1' W to Z ati •- Q_- REC. WTR 6 S OF f L �I I00 FEE�6, O N = a Q N �a`o Q �p Q77, z� W flc � yj" a- ' 0 oa'r �j Co a0 WITH TELEMETRY CABLE 0 N m N� oc Uo-�i��voi ,n`�.;� t'a �►-+--oo� + + Q00Ca AND LOCATOR WIRE " or V)� 4+ � 2 ;_ _ Z o N SEE WATER NOTES FOR o� �� 3 4 owm ,,� ins EXIST NG 16" ACP-CL-150 31' W OF CL 4 O � H o 0 �, LA � � nl w"' `� o v a° - �° CO STEEL PIPE, ON SHEET 45 PER D- 707, W-4-15499, PM N 1838 8 155'1 Q i w o I V' C•905 CL-235 c x <r �. °�° °�° o, X o o *- Q - ,nmc� .o CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS iQ N89' 13' 41 " W 199. 94' A=1 1 ' 1 1 ' 23" 900. 00' 175. 77' t 0= 8' 39' 51 " 1000. 00, 151. 22' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N89- 13' 51 "W 231 . 03' 2 A=11' 1 1' 08" 921. 00' 179. 80' 3 A= 3- 41 ' 39" 979. 00' 63. 12' 4 A= 4' 39' 46" 979. 00' 84.90 EXIST GAS ;'12' rn REC. WTR 8' S OF CL ' o �`' N N r a�+ + �- : ao m I- " EXIST TELEPH ENIP Q + w o + 24" CML&W&CMC 18 C-905 CL-235 I w haw �� WITH TELEMETRY CABLE +�.Qoogrm�`CNNm REC. WTRS'SOFCL z , CL.150,.21' 8 OF CL AND LOCATOR WIRE �Nm FUTURE 2' v AND 8"PVC SERVICE B 1 "OTHER C co Wi � TELEMETRY CABLE RAW W L!'! WITH TELEMETRY CABLE PROPOSED CL-150 7 w \ ANn LOCATOR WIRE ` _ Z M is AND LOCATOR WIRE C-900RECYCLED WTR (� 1q- `� LU PER EMWD WG -11435 I I o i TIE-IN TO FLG'D �I , z °' -- _ - J W __- - 18" RCP 15 = N = c� - 14 3 3 F0- + 05 10+00.00 CL ROCKPORT RD= Li RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N89' 13' 41 "W 109.941 2 A=11 ' 11 ' 23" 906. 00' 176. 94' 3 A= 3' 39' 51 " 994. 00' 150. 31 ' 54+19.18 CL MEN#FEE ROAD / 4 a r W -� 1+ R P T ( ��ia 12 1354+13.18 CL ME �E OAp 2q" RCP 18"x8"x18" FLG'D TEE 2 18" FxH RSGV (E) I �3 ,td" FxH ADAPT, 18 BLIt+D Fi.ANGE (S) - P 8" FxH RSGV. 8" RLIND FLANGE (NI 1 2 ( 1 +1 3.00 SEE SHEET 1, NOTE 0 9+6 0 R CKP T R 31, — 18" FxH PVC -STEEL 53+98.15* LT NIFEEn RD I I / _ _ _ .__ 93 ADAPTOR HOT TAP EXISTING 16 W/L WITH 24_ U U o Woc U U �pao " 16'xIrv" TAPPING SLEEJE 3 4 g R/W m x�'a� W. ;�M N 1�3401 WITH 16 FXF RSGV BY EMWD I I I o ~ °" a AT DEVELOPERS EXPENSE. INSTALL { o �' "-'� `� �' M �N °D Q ©�+ 1 CORP STOP & WELD ALL JOINTS f l o rn 2 �- a. AS REOUIRED. °:i. 76' �, +1 + �, �' Nr Ow CL-150, 21 Of CL C-905, CL-235 1� �o r 14 3 4 0 6 2 1 ) CC ao = $ +� 1� WITH TELEMETRY CABLE RECYCLED WTR 1 38 55 1 g J o 3 z tn W °', Go, oc o AND LOCATOR WIRE EMWD WO #FLG D TEE N 1 q 3 q o 3 �; - , fn - SEE N� o TIE-IN TO ENIFEE ROAD ``°° 8.. N `io0 `Q WATER/SEWER/RECYCLED WATER APPROVED BY: 13+80.00 CTS v to►- co N q 1 q 3. � a 3 PER B-662 +`� oo� � �.� o DIG 1 .[�.RT EASTERN MUNICIPAL WWATER DISTRICT °' o FOR DETAILS QM�� 2 2 ?,-� L) ,M f o SEE SHEET 45 14+03, 1 q 3 3.9 o N PER B-662 rn 3 CALL CIVIL ENGINEER OF SUBu:VISIUNS DATE PLAN: � ,�, 'r ROAD FOR DETAILS ® cr U BEFORE INI IAL DATE 40 20 0 40 80 120 SEE SHEET 45 Q vm►­ Qx�� YOU DIG! PROJEC END. ` NOTE: STORM DRAIN INFi, �' ap flO _ FOR ST 1-800-227-2600 APPROVALS INSPECTION - REFER TO "STORM DRAIN GRAPHIC SCALE 1%- 40" �" ~°- UNDERGROUND SERVICE ALERT WTR. OPERATIONS — _ PLANS FOR TR 30422-1 00 Cal at least 2 working days prior to excavating. SWR. OPERATIONS ��co~ 0 SUPER FH PER B 5/6 SEAL -COUNTY COUNTY OF RIVERSIDE EAL-ENGINEER 562©FRIARS ROAD BENCH MARK: I•P•04024�i I.D. U-36/U-35 NOTE: 4/0f> REC Cf,> N&C FN PfR B-366 T --�, TRl1Mi�0RTAT10M DEPART #�iT SA DIEGO,CA92110 COUNTY OF RIVERSIDE 619.291.0707 S. A. 41/33 WORK CONTAINED WITHIN THESE PLANS SHALL ," �S/ (FAX)619.291.4165 RIV. CO. C.M. M-i4-63 IN THE TEE ppipFESS1� APPROVED BY: rickety ineering.com NOT COMMENCE UNTIL AN E i ACHMENT A o A. o �"K GOI�p Y INTERSECTION R D. A 1'v �. W. 0. 10969 PERMIT AND/OR GRI iiPtG PERMIT HAS BEEN — y ��, r C. �� Q• 4,p An go IEfvenide 1iCtlNt ento Orange Phoenix Tucson PIPET &� MARKED COUNTY N TRACT NO. 30422 -1 ISSUED, y "'' CAP WELL MOK SCHEDULE "A" C.0.6(�i ,�• 3Z, l L c PREPARED UNDER THE D CTIOI F: SEWER, WATER & RECYCLED WATER COORD_� THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 [ 0 6 No.33037 41984 ELEV.= 1425.301 RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHAL A. OT MA DATE: it Exp.6/30/06 >� PLAN AND PROFILE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK .!'l, CIVIL SHT. L� OF 4 T ROAD IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ J0, D. GODDARD JR. R. 37 APPROVAL OR DURING CONSTRUCTH14,THE PRIVATE ENGINEER R-V'FTONS COUNTY �''9rF I� \� `� ��- ��; faG ' .� SCALE: ROCKPOR ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING � ���.� DATE: � REGISTRY TION EXPIRES 6-30-06 _ 1"=40' Ve 1"=4' D- ACCEPTABLE SOLUTION AND REVISING THE PLANS CHECKED BY: JDG RECOMMENDED-WILLDAN DATE: H APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD JN 14M-A �I R,\4-14590\pho@e_t\sewer-water\4590phIsw4.dgn �,F a c� tminr s t l�tYi(i\Fen �aleomp.Pen ,l O O mc Rt \d-14590\phgse_I\ sewer_wgter\4590ph 1 sw5. d9n _ 1,-h<� 1� IPtntNt��Par' alc<;rnp. pan U ROC K P RT RD , „ _ 21 22 1z RE0 wT----�I S ALL JOINTS S1�ALL B. FULL W LD DOUi1l E ASS 23� 24 25 EXIS- G. 0=CL u it"Af t- CC N ' ..:...::._: ...: :......:.. :� .......:: �:........... ...... ....:.:.:. . t/3 +� ... o ... . N ~ r CJ- coo I 26 27 o�:vi O�;co 4 . ..- N: N � '` 9115- \'00 gig ,/,/X CXc if weCl1/L�?' N \\ RCP I %� -1- 3 N w 0 t- �� N X 4 �\ q,,, CC ivy c�22�a tl �,,, 359lamRT O ��� z �' o \10, .�"''ti r - N !- Z F- V X F- N a 352 3409.94 R RD ir; 0 "�� h + 7.06 LRGUNA rIS R D. 0 3 v X c0 �, n x= w> N d Q /•5' ' „126' 15' 8"fLG'D 514EDUTLET <t L)00 ow �+ �+ .NCO o ; v `� o} m �,n Q wu; I,I ,�i 8"FYH RSW (S) .J `:� XN� SEE SMEET 43 cn" a-`� w�r w E U T U RF o m Q �M N 'I !„4/ FUTURE ``' - N Ot M� c.i- oo V� ��I- L.1 �� ►- X3 NN T�. D O = + _ i- i1 � z Q F- w w GO'wr� , , LACUNA VI VA NN-mmil.�,Q� MULTI-FAI��I�Y SIT � 0� � Jill ��- rWT&0-wD CL:1-fo Z-- += I- a. ��c c0 .- I ►-3 0� 0 O 3 N - COMMERCIAL SITE xZ cvamoa -� ow > J o_X Nw •0C �--� �� 8"SEWER L. I 5 w V)� 0� w 3 4 6 a- w w o z�C'40- Jj0W0 3 I'i 5 34�J O> `�°x= ��I ! Z I c> -cntr oa o xXWr- oW M� xWVYxw F--- 6 NOFCL iu 0 tDo_ - Q I :� In (DX"CCocorn O= V'1 U{yiJ�^ Om O-�c>,9Q> 3W 3 24" CMLP:W&CMC q� x o>> N -j U _ a= w Sri x OX F- j_UjMwr Uw w I Iii n �tXi NNOO (., I j 'FTC �NF--n +� O U {;x � C" 1 S C-905 CL-02 +_ N CO m t- ) I ++ n 0000 , 1 F tee r- a- tr Q, m rn _ N x = O N oo 25 � REC. WTR 6' S OF CL N °° i t N w N.- m t- N .- CL-150, 2 S 0 CL o o x o a boo W °,-° �. N� x x X+ 1- a Q W I I WITH TELEMETRY CABLE Q ,,�,o x N r- cr ,� x= = z_(.0 oF- o\f-2 4 RCP 4.. N w +_ F- a. + -N m i- R/W WITH TELEMETRY CABLE / AND LOCATOR WIRE 4 c+c ± k k � + �°r° c° 000 ttD,-1 _-000 °0 III I AND LOCATOR WIRE N � •- �- Q N N.+- ) 0 ui _ � �+ AIsaaa N _ �r __ ,ice - ' v N i ao III �••� W + 11`10w o0 24 RCP M ill J Q N' ,�•� 0 - 21 18" RCP 00 _ 1 �° 2 30" RCP 23- c 1 _ , -- - 1 - �4" RI P-r.,�\� 24 - 25 �c► 1� 26 2 N 04 III <L 25D - - z �n GoQ ` / RCP \,,3 "�-18" RCP m N' ti 3 Q ' W .1 , 4 ill li+ � I \\\ n '/ - C 'h - -) 2 • Ro 1 I++ ul 6"FH PER STD.77 � \„ d i,�i Q in DIYG 8-362 (i - v C1 �C m� 352 R/W In in 255 1n ;I n N „', 3 5 9 N °0 o 14 3 6.2 07 14MIRN PER 1 0 2 In W Q „ 1, 2 o 2 5 2 m 03 15 2 7' - 27' 15' 2 5 4 W 3 � 4 .� $rD. 204 1 01 tn� z3�� „ �� Oz~n3 2 5 3 o 0 1434.4 c�NJ� 5R;r0 ,� ao F-r, N v 1434.4 42' N 1434.8 o w a w .� I Cr N LAGUNAI�+tV` VIA I f1 _ tc `r a0 1435.8 w f FH �iii ,c, wi--w on _ - m .v `oJ �N 1434.7 rn n w o 0 9f74- �mCC 24� ij= N�Omv wN �+`N +- �-� DREr�EL WAY N cN ,+ 111- 0300 -Z-C4 - ct + + N i°ARt9TUS CD :r N o V N T 2 51 00 o w w `r w� w w w ,u} /43 N- I- cr N� mE- � V) Uj Uj �l;i 'tcv +mew +xt--a 3 oN`r �,w coot- 1434 4 N N w^f�T L N wow N- 00 o i ^� THIS SHEET "O� a �� N_ a_ O- w 0 N w- m ►- o o� x>. 18 CML&W&CK CL-150 N w Q • _ _ _ • N Q 1 r C-905 CL-235 Ir N o w � tic cr 1 , N M Z N- 0_ O z 0 N N RgC. WTR 6, S OF CL N vim- o I w a Q !- GO X _ O WATER/SEWER/RECYCLED WATER APPROVED BY: ov REC. VS �m0 � 0� DIG ALEPT E STERN MUNICIPAL WATER DISTRICT = �NM� +�roo WITH TELEMETRY CABLE l'-m +w_ +Q +Q Q w + _ �_ n- o Q `" w N ca i•- AND LOCATOR WIRE WITH TELEMETRY CABLE ,� w o 1. % TN 1 0 3 a N000 �-��� „ND LOCATOR WIRE ; . Q,cn Nd.L_ NN NN NMcaIh_ 23+09.S4 ROCK RT R SEE WATER NOTES FOR VIN!A J. OL 1434.5 + U. Lq tD p u + L RWtYR Yl R DR STEEL PIPE, ON SHEET 45 `f �100 cry • _j x 8" FL CI1D S1DE BUT L E +aCA(2u LL CIVIL ENGINEER OF SUBDIVISIONS A E �' i` i+-�+ �r� XH l �Y f • 0O BEFORE + + .. PLAN • ROCKP T ROAD N CO YOU DIG! INITIAL UATE h 40 20 0 40 80 120 PRO, Nc. NOTE: FOR STORM 5RAIN INFO 1400-227-26N APPROVALS INSI-ECTION - REFER TC "S i ORM DRAIN UNDERGROUND SERVICE ALERT WTR. OPERATIONS - PLANS"FOR TR 30422-1 GRAPHIC SCALE `i"= 40' Cal at least 2 workkV days prior to excavatkii% SWR.OPFf,kTIONS - NOTE: 4109 REC / ADD FIRE HYDRANTS CHRN(E FH PER E-356 TO SUPER FH PER B S/6 SEAL -COUNTY COUNTY �)F RIVERSIDE SEAL -ENGINEER 5620FKAMRCAD RBENCH MARK: FORK CONTAINED WITHIN THESE PLANS SHALL 19 D� t'WTR /N LfIGUNR. V1STR DR. snN��€zi�o QIp�yFESSIpIy, TRANSPORTATION ©EPART�IT LESS/ F10707 Ax)6� 291 a16s RIV. CO. B.M. M-14-63 IN THE TEE RINGNOT COMMENCE UNTIL AN ENSROACHMENT APPROVED B Y: Q AND/OR GRADING PENT HAS BEEN Q A. 0 � GODQ ANI' r _ken ineerin .com INTERSECTIC., OF WPORT RD. PERMIT AND '� �,F. r. �:� Cj• �'A San ago riverside erarr►anto range Phoenix Tucson & LINDENKRCER RD. A 1 IRON ISSUED. - _ No. 33950 O s a O CAP WELPIPE & L MON..RICEO COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS tly � PREPARED UNDER THE DI . CTIO OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 S- , S/ W ? N0.33037 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. 0 M DATE: * Exp.6/30✓06 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE r � CIVI4 ��1 J'� CIVIL �! ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 0UNTY 4T CALF fi / ,,, ' , • J . GODDA'-) ,)R. R.C.E. 037 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR FI �" S 1 oS / O ( �F �r• �`' O ���.�� DATE: R ISTRATIO14 EXPIRES 6-30-06 1"-40' 1"=4' APPROVAL BY THE COUNTY. DESIGNED BY: CP . DRAWN BY: MRD CI'"CKED BY:.DG RECOMMENDED-WILLDP.IJ DATE: He - V: R.\d-14590\phase-1\sewer-water\4590phlsw6.dgn \\6rv..r IbI\R lckstomiords\IpIQty l0\Pen\co Icomp. Den - JI S<RL . NORM. 1'--40' VE ;- 17 ,�� .�� ..,.18 19 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS �1 N89' 13' 57" W 576. 47' U2 A= 12' 35' 35" 850. 00' 186. 82' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS I NC9' 13' 57" W 242. 83' 2 r'89' 13' 57" W 333. 64' 3 A=1' 19' 39" 871. 00' 20. 18' 4 A=11 15 56" 871.00 171. 26 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 9. 2' 47" 844. 00' 133. 26' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 121 N89' 13' 57"W 576. 47' A= 12' 35' 35" 856. 00' 1 1 88. 14' WArER D RrR 1Y0. DE L TR DR BRG. RAV111S L EX9TH RE/YIARKS N 004,C'I9"E 274. fl Z' I.P. COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE ROCKPORT ROAD N01 0 I. D. U-36/U-35 S. A. 41/33 F-mi W. O. 10969 C. o. COORD _D- .4 SHT. OF 6 459"AA � O JIN 14590-A R,\d_14590\phase_t\sewer_woter\4590ph':w7.dgn \\sr—r161\RtckStondcrds\l plotVto\Pen\ccloomp.pen M 2?+99.55 36" SD X.NG 12" REC WTRI BOT 36" SD 1422.98 TOP 12" REC WTR 1419.24 12" CML&W&CMC CL-150 REC. WTR 18' N OF CL WITH TELEMETRY CABLE AND LOCATOR WIRE SEE WATER NOTES FOR STEEL PIPE, ON SHEET 45 22+9 .73 36" SO XING 27" WTR CG 12" PVC C-900 CL-150 RECYCLED WTR 24 23+17.00 12" FxH PVC -STEEL ADAPTOR 23+27.42 BC 3+25.17 TRES LAGOS DR / 28+26.06 LAGUNA VISTA. DR CL MH NO. 4 (SB-53, D=60") 23+31.93 TRES LAGOS DR 28+14.06 LAGUNA VISTA DR 12"x12"x8" FLG'D TEE 12" FxH RSGV (E) 25 12x C-900 CL-150 In o SD BOT 36" 27" SWR144 49 0 NA VISTA 12" FxH ADAPTS (W) REC. WTR 18' N OF CL lin � DRIVE 8" FxH RSGV (S) WITH TELEMETRY CABLE ,�, a- 1 1 9 'I 1 7 1 1 6 S XING 1" REC WTR AND LOCATOR WIRE 121 0 1 2 O ,� 1434.5 1 1 a 1434.3 1434.4 BOT 36" SO 142222.64 1 2 3 1 2 2 143 .8 '*x 1434.3 ~� �1434°5 a 3 5 2 :: VARIES TOP 12 REC WTR 1420.76 1432.8 �� C� 2r VCP SEWER ;;; 23+6 .14 1_" C-900 CL-150 1433.3 > T4 Cl._1 22+79.00 6" SO XING 27" WTR + + a 6' N C' Cl '?/W t FxH ,� REC. WTR 18' N OF CL m, 23 S OF CL 3 5 9 BOT 36 SD 1422.53 WITH T�IWETi?II1(C LE' PVC -STEEL ; TOP 27" SWR 1414.76 WITH TELEMETRY CABLE Qr ADAPTOR' AND LOCATOR WIRE o - PER D 30360 00 Ulf 1 O M co ar 3 T i Ln 2 36" RCP f• - - - - 1 2 } I I W 13 o c14 36 RCP z r - in rh�36" RCPME vm III (j W u„1 II W �.. - � � � 2 +7 6" BO PER.. -271 Qca 37 2+44. 6" FH PER 3 5 7 _ 3 7 O 6Y 0 HERS) B- 356 (, Y OTHERS) + 1 v z Q +60f,0024" ' WAY $n C WTR XING 27" SWR ' 1 o N. (BY OTHERS) I BOT 8" REC WTR 1420.09 �I,. 13 3 3 /C-1 J 2 "rA TOP 27" SWR 1414.67 13 5 LACUNA W 1 3 � � rNQ 1 3 c 14'0.3 143G.5 (1430.8431.2 DRIVE 36u 74XING 8" REC WTR Q� cn 1429.9 '''s + C T G R= BOT 36" WTR 1422.82 C141429.1� @` `4 OZ in 28+3 .06 CL LAGUNA VISTA DR SEE HE O. TOP 8" REC WTR 1418.40 �'�''EO`�'++�3�r. + 22+ 1 66 TRES LAGS DR 2 + 6 WATER/SEWERIRECYCLED W TER APPROVED BY: k3Wq� F-a� cnn 28+56.83 LACUNA VISTA DR N.. 12' 12' -LG'D SIDE OUTLET(S) BOT 36" WTR 142'2 8R DIG ALE111T EASTERN MUNICIPAL DATER DISTRICT ta�� o �,�= 3s"'Rscv FXF (W) TOP 10" SWR 1414.6522.8 TM t. qW OL,m�p 12"RSGV FXH (S) 23+26. VL;!� J..�,,,,,Io D W a„ + N U r (BY OTHERS) (BY OTHERS) 0 24" MANWAY QQ r�- CIVIL ENGINEER OF SUBDIVISIONS DATE Q A t- 9 mQ W Q co BEFORE Q \04� PLAN: TRES LAGOSDRIVE 36+S XING 36" WTR YOU DIG! INITIAL DATE PROJECT ENG. NOTL: " OR S TORN( DRAIN INFO 4u 2L u 40 80 120 BOT 36" SD 1422.86 1400-227-2600 APPROVALS INSPECTION - REFER TO 'STORM DRAIN TOP 36" WTR 1421.48 UNDERGROUND SERVICE ALERT WTR. OPERATIONS - PLANS" FOR TR 30422-1 GRAPHC ",CALE 1"= 40" Cap at least 2 working days prior to excavating. SWR. OPERATIONS - SEAL -COUNTY CCUNTY OF RIVERSIDE SEAL- N IN S620FRIARS ROAD BENCH MARKS NOTE: iO6 E'c SAN DfEGO, CA 92110 WORK CONTAIN£0 WITHIN THESE PLANS SHALLFEssI TRI�NORTATiQ�'�PARTNT ESS> 619.29,.0707 NOT COMMENCE UNTIL AN ENCROACHMENT AP -ROVED B ° (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE '9( ply NOTrickengineerin .com INTERSECTIONOF NEM►F'ORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN A. 0), � �. C QDp San ego rover - 'o range Phoenix Tucson & LMNBERGER RD. A t"IRON ISSUED. - PIPE & TAG MARKED COMITY IN h 2� �" CAP WELL MON. THE PRIVATE ENGINEER SIGNING HESE PLANSIS '� No. 33950 = �' �1� o PREPARED UNDER THE D CTION OF° FOR ASSURING THE ACCURACY S Exp.6-30-06 No.33a37 ° 1984 ELEY.= 1425.301 RESPONSIBLE 0 DESIGN AND ACCEPTABILITY OF HE WORK HEREON. DATE BY MARK APPR. DATE . KHA' A. OT AN A * Exp.6�3E1/OF IN THE EVENT OF DISCREPANCIE ARISING AFTER COUNTY - - J' CIVIL ! APPROVAL OR DURING CONSTRUC ION, THE PRIVATE AN ENGINEER REVT.SIONS COUNTY �T�TF CIVI � \P S /of !0 1. �' J D. �ODDARD JR. R.C.. 3 0 7 SCALE - ENGINEER SHALL BE RESPONSIBL FOR DETE OF CAL ^" ( OF C�L�� DATE: Z � �� REGISTRATION EXPIRES 6-3 06 ACCEPTABLE SOLUTION AND REVI ING THE PLANS FOR DESIGNED BY: CPE DRAWN Bl: MRD CHECKED BY: JDG RECOMMENDED-WLLLDA?4 DATE: 1 -40' V: 1 -4 APPROVAL BY THE COUNTY. H• R°\d_14590\phase-1\sewer-water\4590phisw8.dgn \\srv_r ID1\Rlckstandards\lplotVIO\Pen\colcoMP.Pen CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (:ID p= 5' 47' 04" 1400. 00' 141. 34' Q N84- 43' 50" W 436. 03' A= 7' 3' 53" 1400. 00' 1 172. 62' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 & 5' 47' 04" 1418. 00' 143. 16' 2 N84' 43' 50" W 436. 03' 3 A= 7' 03' 53" 1418. 00' 174.841 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 5' 47' 04" 1406. 00' 141. 95' 2 N84' 43' 50''W 433.791 3 A= 7' 09' 22" 1406. 00' 175. 61 ' T- I.P. COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE TRES LAGOS DRIVE 04 I C5 I.D. U-36/U-35 0 S. A. 41/33 W. 0. 10969 C. 0. �c✓.i COORD jj-8-j1:j15 SHT. - OF 45 JN 1459D=A DIG LERT CALL BEFORE YOU M. 1-800-2 7-2600 UNDERGROUND SERVICE ALERT Col at but 2 workkV d s prior to exouvetbg- 25 WITH TELEMETRY CABLE AND LOCATOR WIRE 7�71Q i WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT V.*..** ) - &Sn6 Lo shlo� CIVIL ENGINEER OF SUBDIVISIONS bAlt INITIAL PROJECT ENG. APPROVALS INSPECTION WTR. OPERATIONS SWR.OPERATIONS I- �D6 REC l H0D FIRE H YD)?Nff WORK CONTAIIED WITHI NOT COMMENCE tNVTIL PERMIT AND/oft GRADY ISsD. THESE PLANS 51WL ENCROACHMENT 0 PERMIT HAS BEEN THE PRIVATE ENGINEER SIGN' RESPONSIBLE FOR ASSURING DESIGN AND ACCEPTABILITY IN THE EVENT OF DISCREPOCIES APPROVAL OR DURING CONSTRUCTION. ENGINEER SHALL BE RESPONSIBLE ACCEPTABLE SOLUTION AND APPROVAL BY THE COUNTY. THESE PLANS IS THE ACCURACY OF OF THE WOW HEREON. ARISING AFTER COUNTY THE PRIVATE FOR DETERMINING AN REVISING THE PLAITS FOR DATE BY IMARK ENGINEER DESIGNED BY: CPE DAT K� PER B-662 WITH 2-48• SACRIFICIAL NODES (BY OTHERS) REVISIONS DRAWN BY: MRD CHECKED BY:JDG r-W = APPR. DATE COUNTY 27 WITH TELEMETRY CG i 2" PVC C-900 •150 RECYCLED WTR :: BOT 36" SD 4422.30 TOP 121, REC WTR 1418.16 SO 1421.78 WTR 1420.25 1 BOT 36" SO 1421.60 TOP 27" SWR 1415.29 CG 12" CWAW&CMC CL-150 RECYCLED WTR S 1 BOT " SO 1421.63 TOP 12" REC WTR 1418.16 29+25.57 /3 XiG 12" REC WTI BOT 36" SD 1422.34 TOP 12" REC WTR 1418.15 BOT 12" REC WTR 1418.44 TOP 12" SWR 1415.20 29+ T S LACQS DR= 10+ �fi WAY 8" FLG'D SE}E OUTLET (N) ea" r_ .t l Mr-^llt /\3\ CG 12" PVC C-900 CL-150 RECYCLED WTR I' In,,,:.•I, --CAS WITH TELEMETRY CABLE AND LOCATOR WIRE 32 if6 W CLI&S (?F CL Wil'H T�L�MEfiM �C PER D-30361 EAL-COUNTY COUNTY OF RIVERSIDE - SOW P FA OW 19JG BENCH MARK: SAN TRANOPOIRTATION MIPARTIMNT ESS/ 615.211.0707 APPROVED BY: ``- tf�ktcx,18.291.4165 RIV. CO. B.M. M-14-103 IN T TEE L� rick.n a�rta .com mTERftECTILII�1 OF llilEBP'flIRT On A. 0�, h Na 3315lM) _ Exp.6-30-06 F ALEVA. 0 7 ( /6-- IF. C -►..- RECOMMENDED-WILLVi G ODfl „e,,,, A UNDEIN994GER RID. A 1' IFiON a. 4'P i PIPE & TAG M AMED COUNTY IN 4 // c- PREPARED UNDER THE DI E TION Or: CIS ALL MI©N. b No.33037 (�, f9N ELEV.= 1425.301 DA E: > Exp.6/30/96 tr MAL �! % j J . G . ARD J R.C.E. O3 SCALE: J/6s ` 6 V ' c DATE:v GISTRATION EXPIRES 6-30-06 DATE. CENTERUNE DATA NO. DELTA OR B. RADIS LENGTH REMARKS 0 p= 28- 38' 51 " 1400. 00' 700. 00' WATER DATA DELTA OR BRG. RA IS LE GTH REMARKS ENO. 0=16. 39' 41 " 1375. 00' 569.391 2 0=1 1' 59' 10" 1375.00' 405. 63' RECYCLED WATER DATA No DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 28' 38' 51 " 1418. 00' 708. 99' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 & 4' 49' 33" 1406. 00' 1 1 8. 42' 2 A= 12' 50' 16" 1406. 00' 315. 03' 3 A=10' 59' 02" 11406. 00' 1 2,69. 53' COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHIEM, LE "A' SEWER,WATER & RECYCLED WATER PLAN AND PROFILE TRES LACOS DRIVE 0 F;te o • 040242 I . D. U-36/U-35 S. A. 41/33 W.O. 10969 C. 0. COORD3--:5 SHT. 9 OF 45 D_�"' JN 1-A R+\d-14590\phase-l\sewar_wotar\459 phlsw9. dqn \\srv_ribl\RickStandords\1p1otV10\ en\catcomp.pen 06-tMR-2006 08.15 4 R-\d_14590\phose_t\sewer water\4590ph-iswi0.dgn �!^i'€?!,-kStr7nr�;�rd@�!r,.I gtViO�,Ppn�e^�Inann. den SEE 'WATER NOTES FOR U - LOJ ON SHEET 45 z N -4z STEEL PIPE",ON Cr w - N r = J 8" CML&W&Cm CL-200 wF.oW Yo oaory ►-,�, 12.5'SOFCL UJ= Y3:Goa-- C)Qn= 3 <ZD_ J V) � Z 8 SEWER N W co N m N Z Z 1 +71.00 GOOSENECK TR(E) T/d►TTERSAIL WAY VARIES FROM CL o o �, LIND "N c' rn_00 wam 8" PVC -STEEL ADAPTOR Ln 3 GATE LN o+3 = 00 a 0, 8 SEWER SEE SHEET 16 FROM MH 9 Y �. V) M�►TC H LI N E 13 + �.40 TU MH 27 coo �, ti ; _ ,- M m F- «� Z 6' N OF CL 8" PVC C4900 CL-20 _ SHEET 17 3 � im + . = 1 L.5' S OF CL 04.000 r. � ,.,., 1 aci + - oa III i dCox , 6 PP 1433.4 . aomE- - PR + 56 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N7' 13' 48" W 10. 27' O A= 87. 47' 08" 53. 00' 81. 20' ( N84' 59' 04" E 101.661 -0= 7. 18' 43" 300. 00' 38. 29' (3D A= 9' 42' 54" 1584. 00' 268. 58' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N7' 1 3' 49" W 53. 80' 2 N52' 13' 48"W 26. 54' 3 NC4. 59' 04" E 145. 33' 4 G= 6. 37' 20" 500. 00' 57. 79' 5 A= 6' 55' 22" 1571. 50' 247. 55, 80 SEWER 1433.5 \ 1431,9 � 1431,7 1432.1 �; III I AR1ES FROM CL � � � R/W FROM MH 27 N I I,M + r TO MH 26 14 3 3.4 ' 00 22 CM CO 1 + 11 (13.72 T) > co coJU TATTERSAIL WAY 2 _ _ _ _ _ _ _ _ r CL MH NO. 27 (SB-56)A�'(� Z1 3 ao 4 ____________Lij Afl 61 5 - 3 � - l2 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N4' 21' 55"W 55.47' 2 A=10. 24' 46" 1453. 05' 264.. 07' 3 A= 6' 55' 22" 1590. 00' 192. 11' o W „ � BW PR BW PR I r ULi VARI S; ���pN 4 PR PR 1431.5 1 26 x 1 33 3.1 3 2 J � 14 31.4 1 2 5 12412 S� Cl 432.1 Q[a w>^� „ - Jw �431.8 1432.3 0 0� I 1432.4 I XJ Q:_a 0 0 GA • VASES FROM CL Cr o U LIN )EN w Q FROM 10+19.90 � z o Uj C3a- Q�TE L w U a Uj TO 12+89.46a NaNZWaSHEET 170 mo ��o N N� �'W 8'Z C>.�G�Q z U-) W W_NN WATER/SEWER/RECYCLED WATER APPROVED BY: o V N 0 Uj 0:1 `'' V) Cn Q N oo w� g o DIG ALERT EASTERN MUNICIPAL. WATER DISTRICT "WM ou �r 0 �& J �"o� J J Z TM V/ ///f - Q. m • > ram- LL U_ LA_ LL � X �. Vi V � ?C Lji Lo CALL. CIVIL ENGINEER OF SUBDIVISIONS DATE I o=; `� °0 ©~ m o f- rZ `-� • v iG OO BEFORE INITIAL DATE NOTE: FOR STORM DRAIN INFO E(f E T'C A t1m E T ,, o °D m a + °+° QM m t- YUtI D�! REFER TO "STORM DRAIN PLAN: GOO _ _ o PROJECT ENG. PLANS" FOR TR 30422-1 40 20 0 40 80 120 1400--227-2 APPROVALS INSPECTION _ UNDERGROUND SERVICE ALEWTR.OPERATIONS - Cal at boat 2 working days prior to excavotft, SWR. OPERATIONS GRAPI�NC SCALE 1"= 40' RT - SEAL -COUNTY COUNTY 07 RIVERSIDE SEAL -ENGINEER s�aaDIEGO,Co9 I P ©4024� DOTE: $r►Nw€co,cn�2��o BENCH MARK: .. i. D. U-36✓U-3s I` COUNTY OF RIVERSIDE __ TRA�tt�'I�TATIt�N a1EPART�#NT �-� 6,9.z9,.o�0� WORK CONTAINED WITHIN THESE PLANS SHALL �fESSIp�,, ESSi S. A.. 41/33 NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q (FAx►619.291.4165 RNV. CO. B.M. M Of N IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN yt$``9 �p A. pT EG�� �� o�GO"'YYY rick°e^••�� °m INTERgECtION OF NEIW�ORT RD. ISSUED. - �,�. Tom. & LININiEEt IUD. a 1p IF4flN TRACT N 0. 3 0 4 2 2 -1 W. o. 10�9 a PIPE & i,4G M i4ED COUNTY IN SCHEDULE AA` C. O." No.33��0 !- � PREPARED UNDER THE RECTION F: CAP WEED' M '� THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 _ v RESPONSIBLE FOR ASSURING THE ACCURACY OF 1984 EIEV.= 1425.301 SEWER, WATER & RECYCLED WATER COORD D� E: E si /c) PLAN AND PROFILE - � � S DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE AL A. HM P 45 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY SHT. OF APPROVAL OR DURING CONSTRUCTION, THE PRIVATE N G I N E E R REVISIONS COUNTY s'14 V "' �P // �f CIVIL �! ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN E F� cA_\E o D. GODDA 1R. R .. 3037 SCALE: GOOSENECK TRAIL vl' �., DATE: 7 EGISTRATION EXPIRES -30-�6 _4 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG RECOMMENDED-WILLDAN _ DATE: APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD _ H' 1 _4 Ve D- JN i4880-A �i °' qr 09 R.\d-14590\phose-l\sewer-water\4590phiswll.dgn - 1 try rinl\pl^. Stc)nrinrdsN,lElc+ylo�pen\colcomp,pen 0 12 124 1432.3 0 C.G. 8" PVC C-900 CL-200 13 14 u IT l4w� 101!!m iv ALL. L 17 45' HORIZ ELBOW CENTERLINE DATA NO, DELTA OR BRG. RADIUS LENGTH REMARKS d & 92' 36' 45" 1584. 00' 241. 80' N83' 51 ' 58" W 99. 05' Q A= 9' 10' 51 " 300. 00' 48. 07' ® A= 89' 54' 14" 53. 00' 83. 16' Q N2' 57' 03" W 13. 44' Q A= 2' 04' 27" 400. 00' 14. 48' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 92' 36' 45" 1571. 50' 239. 89' Z N83' 51' 58"W 99.05' 3 A=11' 53' 32" 312. 50' 64.86' 4 N42' 51 ' 29" E 35. 36' 5 N2' 57' 03" W 53. 92' 6 A= 2' 04' 27" 387. 25' 14. 02' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 92' 36' 45" 1590. 00' 243. 35' 2 N850 28' 23"W 199. 12, 3 A=1 1' 35' 26" 406. 00' 82.131 W.IT R DREA /YO. LEI. r.4 OR ORS. #VRD&IS 1 fi'#&rH RENAFRI 0 rngchao'DrE l65.B4' �n W I TO MH 15 1 45' HORIZ ELBOW �b" )u AllYtr Q- rf [K UI CIPAL DATER DISTRICT ',� QCt W aor 36" so /423.99 EASTERN WATER APPROVED BY: �` Win. TOP 8" 19'rR /�2/.95 DIG ALERT �; NQ TM ©16t6362 XINB • 3 `° e- `� s" rYTR xis B" SW `r BOr 8" I Ti9 /4Z/•52 CALL CIVIL ENGINEER OF SUBDIVISIONS DA PLAN: G{�O�rENECK T IL ��` rOP B" SNR l4/7,79 BEFORE. INITIAL DATE NOTE: FOR STORM DRAIN INFO YOU DIG! PROJECT ENc, REFER TO 'STORM DRAIN 40 20 0 40 80 120 1-800-227-2600 APPROVALS INSPECTION - PLANS" FOR TR 30422-1 UNDERGROUND SERVICE ALERT WTR. OPERATIONS - - GRAPHIC SCALE 1' 40" Cal at least 2 working days pl'IOf t0 BXGAV9tkXj. SWR. OPERATIONS COTE: 4106 /4'EC / AOD F/RE HYDRANT 9 B" WATER THRU DAPYSIAWCE 353 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER se2o FRIARS eoA� I P. 04024>p WORK CONTAINED WITHIN THESE PLANS SHALL ESSITRANVORTATION DEPART UT ESS SAN r9co, CA 92114 BENCH MARK: • I. D. U-36/U-35 NOT COMMENCE UNTIL AN ENCROACHMENT 4t bt9a9t.o7o7 COUNTY OF RIVERSIDE S. A. 41/33 APPROVED BY: Q � (PAx)619.291.4165 RIV. CO. &M. M-14-63 IN THE TEE PERMIT AND/OR GRADI14G PERMIT HAS BEEN Y riekan_ ineer�rt .eom y �a A. or o. � Son � e saa. mng. Ph� T INTERSECTION RD."A°N I TRACT NOa 30422-1 W. o. 10969 ISSUED. '�' "`► O PIPE A TAG MARKED COUNTY IN Mo.33950 ; ^ =� � c_ PREPARED UNDER T E t ECTt N OF: CAP WELL MON. SCHEDULE mA" C. 0. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 - •s RESPONSIBLE FOR ASSURING THE ACCURACY OF ExP•6-�- "� _ SEWER WATER & RECYCLED WATER COORD-_.4 Nc.33037 1984 ELEV.- 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE Pr . OTHMAN DATE: * Exp.6/30106 * PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY J' CIVIL ! SHT. 120E EI5 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �• CIVIL �* %' ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY gT41OF CALF �_ ,ps Q f /atej�. D. G DARD JR. R.C.E. 303 SCALE: GOOSENECK TRAIL tE) ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR r - - ! C OF C�.� DATE.41A*to REGISTRATION EXPIRES 6-30-06 „ APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAN . DATE: H 1"=40 V: 1 =4 p_ ` 6 N c" c �o O JN MMO-A R.\d-14590\phose_t\sewer_woter\4590phlswi2.dgn \\srv-ribs\RickStondords\lpiotV10\Pen\calcomp.pen 15-FEB-2006 09.48 00 rn x 1=; `0 8" PVC CL-fit ,rn cn N rn � N N VAS FROM CL oQ °0 FPDM 20+19.01 r PVC C-900 CL N z u v�i.I�- T 21 + 18.84 �nN o 12.75' W OF CL o SHEET 20 x m N In °, ao m W SHLVET' 1 g �z N DIAL 3C r_tnKIh{ ALE + Go + �"m � G '� HER 3 �. W V c w a CIRCLE 14 3 3.0 + 7 3 +' OURT �" c" a 8" t�1/C C-900 CL-150 6 3 �� RAW �' 1433.1 N �= oo + �� 1V W OF CL 62 1432.9 ma,� h 85 + 4 86RCP � S ==9=- w 0 1,� 20 IN °° 5 6 cv 1434.7 2 \io 4 _ 7 M r UA `� �R PR R/W 1 0 9 pR 1 0 8 5 s �PR cc If tliZ 1 1 2 1 1 1 I 1432. 0 1 332.D� J 8' DER O PR 1 1 3 14 3 3.0 14 3 2.6 1 1 0 AIDS FROM# CL �'�' O If 3 = PR 1433.3 1432.3 ,�; }0 co x Wv F Mtn17 N°; � W W T = + T H1 - �� �W N_ Q`� 1 07 W a 1 + 8.t" S AL CIRCLE ,I = cn 41n 1433.0 8" FLG'D TEE X G 8 S `R 0 &Znu 6e t Z v, 8" RSGV FXH (N S) BOT 36" SD 1424.61 <n N G'. -, z " m Y CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS O & 5. 45' 11 " 400. 00' 38.88 0 A=10- 56' 10" 950. 00' 181. 33' Q NO. 09' 29" E 94. 69' ) A=13. 1 1 ' 25" 950. 00' 218. 70' Q 0= 5- 31 ' 38" 1 675. 00' 1 65. 12' DATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 �= 5. 45' 1 1 " 387. 25' 52. 90' 2 A= 10. 56' 10" 962. 75' 183. 76' 3 NO' 09' 29" E 97. 29' 4 0= 6- 03' 1911 600. 00' 63. 41 ' 5 %' 12' 4811E 35. 68' 6 A= 7' 08' 06" 961. 00' 119. 67' 7 A= 5. 3113811 664. 00' 64. 05' SEDER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <j> A= 5. 45' 1 1 " 406. 00' 40. 77' 0= 7. 45' 26" 944. 00' 127. 81 ' 3 A= 9. 25' 22" 1603. 10' 263. 65' 4 152 A= 6.07' 00" 944.00' 100. 78' A= 5. 31 ' 38" 1 681. 00' 1 65. 69' 8" FXH ADAPT (W) TOP 8"SWR 1419.25 m c= 3�w=a J 0 0' 1 06 1 05 ILN 8"BIER o 18+63.2 CL W T AY= 1 +6 ,0 W PRIT WAY ��1°0 mYti�o �' ?�' 1433.4 1433.7 +50." 13+56.03 5 IAL CIRCLE +coo v o Q N Y. WE � CL Vl- CL MH NO. 17 (SB-56) rJNm I- cci M CD N X N o 2 +U N M c0 ap co N •- ^ _ WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT �- Z Y 1 _V �& &6�j 111MG CALL CIVIL ENGINEER OF SUBDIVISIONS DATE PLAN: COMMIT WAY BEFORE INITIAL DATE 40 20 0 40 80 120 T0 YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO REFER TO 'STORM DRAIN 1-$00-22%-2600 APPROVALS INSPECTION PLANS" FOR TR 30422-1 GRAPHC SCALE 'f = 40 UNDERGROUND SERVICE ALERT WTR. OPERATIONS - Call at least 2 working days prior to excavating. SWR. OPERATIONS - SEAL -COUNTY RIVERSIDESEAL-ENGINEER s62ol�l�sRoAo � LP.04024>� DOTE: COUNTY OF RI619.z91.o707 BENCH MARK: I . D. U-36/U-35 �'!� RTA�'11 �!"tT SANDIEG©,CA92110 COUNTY OF RIVERSIDE WOW CONTAINED WITHIN THESE PLANS SMALL ESS/ @� APPROVED BY° Q (FAX)i19.291.4165 RiV. CO. B.M. M-14-63 IN THE TEE S. A. 41/33 NOT COMMENCE UNTIL AN ENCROACHMENT y ricken In��rin .eom INTERSECTION tORT RD. PERMIT AND/OR GRADING PERMIT HAS KEN �o A. or • o. 000 s 0,.np k uc�on & L �. A 1. TRACT N 0 3 0 4 2 2 -1 W ° o. ,0969 ISSUED.', h �O i P LAMIt1i�KED COUNTY IN �� - +I No, 33950 s % o PREPARED UNDER THE DIRECTION OF:MONSEWER, WATER &D RECYCLED WATER C. 0. _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 ��r o � "'� RESPONSIBLE FOR ASSURING THE ACCURACY OFNo.33037 1964 ELEV.= 1425.301 COORD__;, . DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. O7TM A DATE: sr Exp.6/30/06 ,� PLAN AND PROFILE SHT. 13 OF 4,5 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY `1> CIV1�. �' f� CIVIL �! .� HN D. GODDAR J .C.E. 33037 BOWSPRIT p APPROVAL OR DURING CONSTRUCTION, THE PRIVATE D O S P R I T WAY ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY �rF� ��``� � _�P C...� S10T.Job lF �� z ` SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - H: 1"=40' V: 1"=4' DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLD'AN -- _: � DATE: � ���• DATE: REGISTRATION EXPIRES 6-30-06 D_ ���`�"�► APPROVAL BY THE COUNTY. JN 14590-A Rs\d-14590\phase-l\sewer-water\ 4590phI sw13. d9n \\ srv_rlbl\RlckStandards\lplotV10\Pen\aalcamp.oen 15-FEB-2006 09.49 0 N r PVC C4DO CL-150 a VAi#ES FROM CL z FROM 23+31.71 M 24+19.48 i 94 1435.2 1435.8 N 97 4rP 1434.6 1 01 1 0 2 �� ,,P �, 4 r' m v N 1436.2 1g g2 OJ ✓ 100 1434.8 1434.4 ��y x o�ti Q��c' h" PR PR 1435.8 1435.1 +> .� •� �'S O PR ►.� PR `�+ h ` �p 23+71.29 SPIRIT WA7 tV - 4 Z ELBOW MY I -- �,�..��� ;: ,; ate.-----:■: , _�� � J �/1111 m CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS p=15' 47' 45" 675.00' 185. 98' A=12. 49' 37" 1350. 00' 302.23. ( p= 94' 53' 19" 53. 00' 87. 77' (2 A= 2- 40' 08" 675.00' 31.441 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 p=15' 47' 13" 664. 00' 182. 95' 2 0= 1 2' 10' 55" 1 361 . 00' 298. 37' 3 N89. 5' 28" W 73. 33' 9. 90' 4 N44' A.4 09" W 664. 00' 68. 83' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A=15' 4711311 681. 00, 187. 64' 2 p=12' 50' 26" 1708. 96' 383.00' 3 A= 7' 28' 23" 1 6681. 00' 94.841 Tor Q 45 1435.2 1435.8 ti PR PR R/W m �' +1 90 89 0 1434.0 8"R o ►' 1433.1 Iq + 1436.2' 1436.2 8 8 8 7 Q m 86 8" m 1435.7 i435.1 c9 11434.7 �' M PR 0 5' N CL 6'NOFCL ; N o _ r1433.7 P1IC Cr000 C1:15�0 �� DER 1 VW OF CL VANES FROM C r PVC C-m CL-150 - v) FROM MH 21 1 VS OF CL MA+00.00 a, u T W o SEE SHEET 13 _ BOWSPRIT WAY 0 N VQ a, N WATER/SEWER/RECYCLED WATER APPROVED BY: Q DIG ALERT EASTERN MUNICIPAL WATER DISTRICT TY 3Iy c PLAN: ROCKLEDGE DRIVE J) CAU CIVIL ENGINEER OF SUBDIVISIONS DATE BEFORE INITIAL DATE 40 20 0 40 80 120 YOU DIG! PROJECT ENG. 1-800-227-2600 APPROVALS INSPECTION GRAPHIC SCALE 1"-- 40' UNDERGROUND SERVICE ALERT WTR. OPERATIONS Ca# at (Bast 2 warklrt9 days prior t0 eXG4>WatN19. SWR. OPERATIONS - NOTE: 4106 REC RAiO FIRE HYDRH/VT SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER s620 RRIAIt, CA92 BENCH MARK: I.P. 04024i2 - �'"°'G°�"'g21° COUNTY OF RIVERSIDE 1. D. U-36/U- 35 wORK CONTAINED WITHIN THESE PLANS SMALL TR,A M TATION DEPART N'T ESS/ 619.291.0707 S. A. 4,/33 NOT COMMENCE UNTIL AN ENCROACHMENT A P P R 0 V E D B Y : (Fi X)619,291.4165 i v. CO. B.M. M-14-63 IN THE TEE ® rlckaa 'nt.rin ,cam INTERACTION OF NEtMPOPT f?. PERMIT AND/OR GRADING PERMIT HAS BEEN �,o a. or coax ISSUED. ,y �. _ - ,�o• � .n a np n PIS TAG « T N TRACT N 0. 3 0 4 2 2 -1 C . 0. ,0 9 �+ ' �^� CAP WELL MON. SCHEDULE 'A THE PRIVATE ENGINEER SIGNING THESE PLANS IS 33950 " c. PREPARED UNDER THE ECTI N OF: Exp.6-30-06 ,� No.3303i 1984 ELEV.= 1425.30, SEWER, WATER & RECYCLED WATER COORD�;� RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHAL A. OT A DATE: Expsi303os * PLAN AND PROFILE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK{ SHT. 14 OF 45 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY 4T FIv"' `P ROCKLEDGE DRIVE (E) ENGINEER SHALL BE RESPONSIBLE FOR DETERkIINI6IG AN 'I N D. GO DARD JR. R. . 33037 F q� �.µ\f C-� ' .S' / ar /b 4 OF t SCALE: L E ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE: REGISTRATION EXPIRES 6-30-u6 H, 1"=40' V: 1"=4` D- �%,r APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLE)At4 DATE: JN 14590-A O R.\d-14590\phose-t\sewer-woter\4590phtswt4.dgn \\srv-rrlbt\R.ickStondords\lolotVlo\Pen\coicomp.pen 15-FEB-2006 09.51 I� R,\d_14590\phase_1\sewer_water-\4590ph1sw15.dgn \\lry_rIoiNR(9RStQndgrds\IpI9ty IQ\P¢n\go IcQmp. Pen DIG ALERT TY CALL BEFORE YOU DIG! 1400-227-2600 UNDERGROUND SERVICE ALERT Cal at b wt 2 workkV days prior to wxcavat . WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT VJ-I '.*I, CIVIL ENGINEER OF SUBDIVISIONS DATE APPROVALS PROJECT ENG. INSPECTION WTR. OPERATIONS SWR. OPERATIONS WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMITAND/OR GRADING PERMIT HAS KEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERWNING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. INITIAL I DA REVISIONS DRAWN BY: MRD 13 iLi C.G. 8a PVC C- J 06150 15 17 PLAN: TATTERSAIL WAY 40 20 0 40 80 120 GRAPWC SCALE ti -= 40' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ESSITRANSPORTATION BDEPARTMENT ESS/ A. 0Y GODfl L h � i No. 33950 =' l v m Exp.6 30-06 DATE: Exp..33037 APPR. DATE CALE A.OT MAN �J. CIVIL COUNTY `�+r /06 l yk P S/°slo OF �F C CHECKED BY: JDG RECOMMENDED-WIL-LVAII1 DA FE: � 11 ip lM' 5620 FRIARS ROAD SAN DIEGO, CA 92110 619,291.0707 (FAX)619.291.4165 rickin6 96in .eom San Riverside Orsn`e Tucson PREPARED UNDER THE DIRECTION OF- D. GODDARD R.C.E. 037 DATE: t REGISTRATION EXPIRE? 6-30-06 0 r L� BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENKRGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 SCALE: H: 1"=40' V: 1"=4' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS ( N 7' 13' 4 8" W 14. 80' 22 A= 8' 00' 07" 500. 00' 69. 83' NO.46' 19" E 515. 37' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS i N7' 13' 49" W 14. 33' 2 A= 7' 50' 35" 51 1 . 00, 71. 34' 3 NO' 46' 09" E 51 5. 86' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <1> N4' 21 ' 17'' W 83. 18' 2 NO' 46' 09" E 275. 43' 3 NO' 46' 09" E 240. 44' COUNTY OF RIVERSIDE TRACT NO. 30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE TATTERSAIL WAY I.P. 040242 1. D. U-36/U-35 S. A. 41/33 W. 0. 10969 C. 0.6 COORD j3-8-42;; SHT. 1 6 OF 45 v-'. \ mw i -r- I JN 14590-A �l R.\d_14590\phose_1\sewer_woter\4590pr t swl 6. dgn \\srv_r10t\RlckStondard5\lp1otV10\Pen\coledap.pen 15-FEB-2006 09.53 ai R.\d_14590\phose_l\sewer_woter\4590pht.Swl7.dgn \\srv-rlbl\RlckStartdords\lplotVIO\Pen\GOICOMP.Pen ` 15-FEB-2006 09-58 T ------- "...- cn .... C.G. 8" PVC C-900 CL 150 C.G. 8" PVC - a C-900 CL -150 RECYCLED WATER S .0' 0 0050 S:...---�--+- 16 17 M .- �-mo rn N v� o ZNW I A U-,X= ; y ca 00 v p� Co m * 8" PVC C-900 CL-200 13.75'WOFCL_ I 40 1 42 1431.1 1431.5 1431.9 ~ I PR CP1+ W r � X 00 1 1 ' CV Uj U)0 Ississ PR 811 SEV Q PR -R/W N LO 0 6' E OF CL j,v� 49 4431.3 4431.8 OPEN ZN$ SPACE WX= 351 N0�00 D rPWATER/SEWER/RECYCLED DIG ALERT WATER APPROVEL BY: EASTERN MUNICIPAL WATER DISTRICT TM pg�,.�L CALL CIVIL ENGINFER OF SUBDIVISIONS DATE BEFORE YOU DIG! 1400-227-2600 INITIAL DATE PROJECT ENG. aW APPROVALS INSPECTION UNDERGROUND SERVICE ALERT CoN at boat 2 working days prior to excavating. WTR. OPERATIONS SWR. OPERATIONS NOTE: 4106 REC Al ADD FIRE HYDRANTS WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN FNCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK NOTE: FOR STORM DRAIN INFO REFER TO "STORM DRAIN PLANS" FOR TR 30422-1 IN THE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE L.,;AWN BY: MRD APPROVAL BY THE COUNTY. R.\d_14590\phase_t\sewer_woter\4590ph15w18.dgn .. ScA :.;c,1 8:htsl�d�F'is;t�ir.''ti1��Pe�.�cllcfi!nP.-Ran Be CML&W&CMCCL-150 VARIES FROM CL FROM 19+42.03 00Cn i� 3 ? °� 2 2 Q0 � 1433.9 In d ILO rn LD 0 3 Lr cc o �o N U.JSHEET 15� �Ns ■ �OCKLED a)W I�U W e DRIVE ° "`'�" U W U N O m I J�X� 43 Na ++ - oW�- U') �: N �; lLLJ • q 011 N a0 co CO + tp i N 1432.4 �> �0 �'-N p�0 + 4 4 .N PR °�° o m + PP 14 3 3.2 in - /Isms � Nm= - • L� a PR PR - R/ W G �' cn 4 6 PR 14 3 2. , _-- PR `j -� � o 4 8" SEWER 14 3 3.1 14 3 2.2 z VARIES FROM CL ir W L1,r ti FROM MiH 11 CO $ v c °r°• o o � TO 20+24.51 ;0 NN Q o cr 0 Cr cr LEDGI N" 0"V'3` DRIVE(E)Nhin00 - - SHEET 14Cn +_ �� 0)Q00m��� 00 Z PLAN: LINDEN GATE LANE 40 20 0 40 80 120 GRAPHIC SCALE 1"= 40' ' SEAL -COUNTY COUNTY OF RIVERSIDE �. TRf.NiPgRTATION DEPART NT ESSIQV4 APPRO\IED BY: Ar ate No. 33950 Z Exp.6-30-06 0 v APPR. DATE KHAL A.0 M DATE: COUNTY �T°TF O I ca,V F \p - �. C; _. CHECKED BY: JDG RECOMMENDED_-_WILLDAhf I/ all 0vf 21 22 8" SWWFR WE OF Q m I �04N M . woo WNVI W $�Q (DQin � T 4 o �ty�>�P �r 09 o M X = cD . i--- a. ft0AD O- r-000 fh o0N M Co 1- r",I 00 jib �,+ M ao N aol i Lai / I 8" PVC C-900 CL 150I RECYCLED WATER ' 0 O 19' E OF CLGo I 93 RC tom' a a ; 14 3 4.1 p ROAD ] a U UJ o SHEET 4 JZ �> � Lox N o -JV ^V) ;pia: ++ occU QCN% �Uj a. +-i.► W X >Oo `. -"-- CO a M > �ap`- CO N CO w cr +E +Q :F1L-tIVt�llVttl'� ESS/, y � r E`a a � N0.33037 tr Exp.6/30/06 t� CIVIL S 1 00 DATE: m C.G. 8" PVC '.-900 CL-150 8' PVC C-900 CL-200 VARIES W OF CL 21+61.88 LIIJ EN GAT FOIRI 14t40.21 ROCKCROSS FLG D 24 x8 RSGV (S) 811 sit EXIT R5G`4 tN) 12" REc WTR 1423.88 BOT WIR 1420•Z3 COMM• SITE TOP 12" REC �* STUB F 22+3 •9 R PER STD DW pWG .N0.58 568 AV/A BO PER STD 6 TEMP LINDE'I GATE LN 21+83. S9 CL 0 14+6 N GAT L + 614 ► (S:0.0040) q1'* SEWER STUB 2+ 4 C.O. PER 5)TD. SB-52 FUTURE FUTURE CO�AERNAL SIT MME R C I A L 1+ 1 IN N C O 14+68.86 ROCKP 4 tSB-56) ORT RD SIT E CL MN NO. j 21+77.14 18" EC W XING 8" SW 3 145 BOT 8" SWR 14123.81 TOP 18" REC WTR 1420•LAPtE- 21+77.0 LIPti3E GAT_._ - 14+79.99 ROCKPORT RD g" F �H RSGV OUTLET S) (REC W) 21+62.14 ING 8" S 24" W 80T 24" WTR 142A.12 TOP B" SWR 1423.00 'b11.1''K~ KuAv BENCH MARK: SAN DI€CO, CA 92110 619 291 0707 (FAX)619.291.4165 RIV. CC. BEM. M-14-63 IN THE TEE I DANY rlcken aeeri.a corn INTEf CTIOFI OF NEWPORT RD. er efa ^.aur a Orange Phoenix Tucson & LIl N1 R1*ER A 1"IRON PIPE & TAG MARKED COUNTY IN EPARED UNDER THE DI TiON 0 : CAP WELL MON. 1984 ELEV.= 1425.301 TAT,)J JOH . GO A C.E. 33037 SALE: - �TE: Y� RE STRATION EXPIRES 6-30-06 H: 1"-40' V, 1"-4' CENTERLINE DATA NO. DELTA OR BRIG. RADIUS LENGTH REMARKS N0. 46' 19" E 225. 71' Q & 12' 45' 39" 300. 00' 66. 82' Q A=18. 54' 18" 400.00' 131.98' ® N5' 22' 20" W 158. 64' WATER DATA NO. DELTA OR BRIG. RADIUS LENGTH REMARKS 1 NO' 46' 1 9" E 225. 71 ' 2 A=12' 45' 39" 313. 75' 69. 88' 3 & 8. 34' 01 It 386. 25' 57.761 4 N5- 25' 1 1 "W 206. 68' 5 N5' 25' 11 "W 1 74.02' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N5' 22' 20" W 1 1 7. 02' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <1> NO. 46' 1 9" E 225. 71 ' <2> N6' 27' 50" E 1 85. 61 ' 3 N5. 22' 20" W 178. 30' 4 N5' 22' 20" W 47.00' I.P. COUNTY OF RIVERSIDE TRACT NOe 30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE LINDEN GATE LANE a N M +, I.D. U-36/U-35 q S. A. 41/33 R W. 0. t0969 C.O. COORD_�-42:5 SHT. 18 OF A 90 D - ` O JN i4590-A R3\d-14590\phose-1\sewer-water\4590phiswl9.dgn \\srv_rlbi\RickStondards\Iplotv10\Ren\colcomp.pen 26-FEB-2006 10.26 Rr\0_14590\phose_1\sewer_woter\4590ph1sw20. :gn \\srv_,rlp1\RI4k5tondgrgg\Iplotvlg\Pen\calcomp•pen FROM MH 71 M MH 7 9-0156 155154. 1429.1 157 1423,7 1430.1 1428.9 PR PR PR • 8� 1 11 m 8" SEWER V) vma WW CL o FROM MH 70 TO -MH 68 153 NZ 1430.E 11431� Ln� 151 1 5 0 + 1431.7 R/W PR PR 1432. i PR PR 2 00 a3 _ r4 zuko NON CL C5 CO r r Z'c' npP�t ZYjuj 0t71 ota x t SEE SHEET 24 � a + � a a. Lt3 EN :I�:' Lftof- t + J 149 � �00mi - DLO 14 32.3 �c PR 127 �� PR 1432.9 PM = N P Q 0�P SEE SHEET 22 $� LACUNA VISTA DRIVE "�°° FUTURE 00 PARK Or 16+95.70 ROCKY POINT CT ►� w 33+11.78 LAGUNA VISTA DR CL MH NO. 68 (S13-56) 5 1E `-76.69 CL ROCKY POINT CT= +1 . - 9 CL LAGUNA IS 1 5 8 1 I =�--- v 4 _ _ 142R.7 3 -` '- m .. 1 , 3 o F •- _ Sp ACE_.==„'�= ' " m PR PR R/W a J PR PR PR �,,. cr-PR PR PR PR OPC� yQ 3 8 P 8" PVC C-s0o CL-150 r- F, "w 0 1 7 0 1 71 l oI 11' S OF CL n c0 ?, 1 6 g ? w 14 3 3.9 1428 8 1 1 6 zr 1 6 1 6 7 ,, 1 6 g v 1433.4 o v t 14 0� 14 0 6 1� 14�1 5 1432.0 1432.5 1432.9 ~ a 160 1429.1 142917 t Gp a r- Zm 00 8"SEW f# $" PVC C-ADO CL-1 �fl � ►- t� w � n_ U� 8 N OF CL VAS PMbO�M CL qLO t- U-,n Go UNTIL 10+dd0.72 v Ot1a00= C00 O N > a `r + 0 + NLn-1toX LOILO o LoLn= _ _ CO GO DIG ALERT WATER/SEWER/RECYCLED WATER APPROVES:BY: EASTERN MUNICIPAL WATER CISTRICT �z TM Izj'L CALL CIVIL ENGINEER OF SUBDIVISIONS DA E "LAN: ROCKY POINT COURT 1 BEFORE YOU DIGI INITIAL DATE 4c 20 0 _ 40 0 4ao NOTE: FOR STORM DRAIN INFO 1400-227-26N APPROVALS PROJECT ENc. REFER TO STORM DRAIN PLANS" FOR TR 30422-1 GR'.: iC SCALE 1 - 40 INSPECTION --- UNDERGROUND SERVICE ALERT WTR. OPERATIONS CaR at least 2 working days prior to excavating. SWR. OPERATIONS - S620FRIARS ROAD E -COUNTY COUNTY Or RIVERSIDE SEAL -EN CTNEER b+61 r( HIJUKT r I 'I= 3+28.73 CL LAGUNA VISTj 12"x12"x8" FLG'D TEE 12" FXH RSGV (S) 12" FXH ADAPT (N) 8" FXH RSGV (W) II ' LACUNA VIST DRIVE SEE SHEET 22 NOTE: �/ 6 t AaD F/Rr HYDRR#rS S AL92110BENCN MARK SAN DtEGO, CA WORK CONTAINED WITHIN THESE PLANS SHALL �FESSI TRANSPORTATIONRD a@ 'ART T LESS/ 6M291.0707.291. (FAX)ti19.291.4i65 RIV. CO. B.M. M-14-63 IN THE TEE NOT COMMENCE UNTIL AN ENCROACHMENT "`�C y ricken inoerin .c .n INTERSECTION OF NfWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN. �0 A. OT Q• 000�14n an g Rlveraide secnmanto orange nix Tucson & LIf�E1ERGER RD. A 1"IRON �� PIPE & TAG MARKED COUNTY IN ISSUED. _ �Vo. 33950 2 �A(-jO 0 � PREPARED UNDER T 1E ECTION OF: CAP WELL MON, THE PRIVATE ENGINEER SIGNING THESE PLAI"S IS Exp.6-3^-06 ^� RESPONSIBLE FOR ASSURING THE ACCURACY OF 1984 ELEV.= 1425.301 APPR. DATE K AL A. 0 HM DATE: Expi70rs DESIGN AND ACC€PTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY J'� CIVIL �� , APPROVAL OR DURING CONSTRUCTION, THE PRIVATE D. GODDARD R.0 30 ENGIN ER SHALL BE RESPONSIBLE FOR DETERI�ttN11 G AN ENGINEER R E V I S I O N S 01J N T Y �'4r, OF� Ica �`P l �_ Cam, S oS 1 D _ �I ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CA`•r DATE: Z� GISTRATION EXPIRES 6- 0-06 SCALE APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAN DATE: H: 1"=40' V: 1"=4' R?\4_14590\phase_?\sewer-water\459Ophisw?l.dgn pen CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N88- 34' 37" W 86. 63' 0= 9. 32' 43" 1000. 00' 166. 60' Q A= 9- 56' 11 " 1000. 00' 173. 42' A= 6' 09' 18" 1000. 00' 107. 43' U5 N82. 48' 47" W 142.621 WATER DATA NO. DELTA OR BRG. RAMS LENGTH REMARKS 1 N88- 34' 37" W 1 1 3. 89' 2 A= 9' 21 ' 12" 989. 00, 161.451 3 A= 9' 56' 11 if 1011. 00' 175.331 4 '1= 6' 09' 18" 989. 00' 106. 24' 5 N82' 48' 47" W 127.95. SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N85' 25' 53" W 253.831 2 �= 7' 36' 22" 1995. 00' 264. 84' 3 N82' 48' 47" W 177. 14' 1g 2' COUNTY OF RIVERSIDE I.P. 040242 1. D. U-36/U-35 ~; S. A. 41/33 TRACT NOa 30422-1 W.O. 10969 SCHEDULE "A° C . O.I v SEWER, WATER & RECYCLED WATER COORD 4: -4 ; 5 PLAN AND PROFILE SHT. 21OF 4 ROCKY POINT COURT JN 14S90-A a o a o o <0 ; 0 No Q FUTURE RECo 3� 131" C-900 CL-150 REC. WTRzs'EofcL �o� Q ►- _ N V) (n >t��Mti '` `� W N�� ; N 00 Q CENTER V "' Ln >OM Qm QJ O z m >NW QI- ., QJ ,� Z W� W�� 31 - NF- (V Q`iV) .,w -I_ N z " Nq �(� zF_.- Xm W�� f1N- _ N 1W� at Ln O 1n *W N N •�- • ° N�Q O u") O 343 M 1 >°c WC) O a a0 m pro F- 1 0 a Q O O Q Q cL ONH =ND=0V) ;� �yr-Q- %W -F- Oer j m z N cn� u- 11 O I- OW OWo>a CO U Q`l1N�ac acU� COrv; ��z uLn� =pr fWQ F- m� � L) CO ca FUTURE J ��<> z�� -��Zo; ;�'_� ?mac., crz,. a �rc� :ri WQ �,,; Qom^ > 0 3 0 = WQtNOX= - N _toN SHEET = r_ XW.W ZF-I9= to _ NF- ET- 1-F- F- I-F- = O F- Z apd'Q�N M� NQX= = UaON - cr X3t/9�' ap t NC QN _j �N 1 aCvv c0N t/)Zto Q O LAKE 2 N �� '-'N X X=IN tDMOMNcl�TRES L.a + WF-O ��~ W0N= W, u �o� �0 �= o w� U ^�; �°' >am OY N V) 374 ++ ++�C�`V_F+a0t000 +�NF-0_ - aE r= F- �- m NNW Oo D:W O Wm �N�- ��� Q to CIca cr a: 7 aD -� QR aC1 aOCF F- + _ O O +� = N Z o v) 0 d M ; d v v _ t- N Z } N m F- GO tD O O F- �jX a r- 1 �1 EWER x c0 = 7t =- O a t U N 3 c = Y J W W N L) �__c0 NNMmF- COF- OVW.. O -00 +300 OQ-� m m LL df C3vW a a 370 do oW _ �, _J „ 5 N VACS E OF CL t,1 m N Q; -' co 13 m Z o � o a c� ©0 + = F- LL + = F- J = to 3 W to J W > W O ' + pp += F-a_ W �Q�: F- �X= r�q7. Q'c O CO > m „ a+ R/W °.�(n 0000 MCV2 �f-�w rn v ip= ti - ca m0� r- cn 04 r- m E- . NI 1'M LL. u 02 o M 00 N a0 M r- F ; d e- O I MZ M W Nto QW .-to= a0 • _p r- M MMmON- 00 +�+ I y+ + O X �- N Q N i Mm0'F- In�U ;' I'r%M +S t<t ®'o M 00 rn N to e1' mom 1 1 18„ RC + UUJN M W \\ \ m N @ _ 3 a '�361- RC Q 30> 3 31 4 Zoe 28 ------ -____ == __ _____ _ ____- - RCP 2 u;Ws 36 34 RCP 2 - - 4 33 ,t�i 3 (� h- R/W M 358 N °N o _ 357 131 1 3 0 _ N N Wit N N N N 1431.2 14 31.4 °D '"` z � N 1 71 ~ CD Q m Q F- 9 12" PVC C-A00 CL-20O r- voi $ 0 1 2 g M 1 2 1 "' PR 14 3 4.5 W�� t r; io_ � 1431.9 8 2 7 m I O CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q N5' 16' 09" E 69. 44' 2Q N4' 24' 13" E 150. 01 ' C3 A=12' 23' 53" 850. 00' 183. 93' 4Q A=19- 21' 18t1 900. 00' 304. 03' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N4- 24' 1 3" E 125. 23' 2 A= 12' 23' 53" 835. 00' 1 80. 68' 3 0=19' 21 ' 18" 915. 00' 309. 10' RECYCLED DATER DATA NO. DELTA OR RRG. RADIUS LENGTH REMARKS 1 N4- 24' 13" E 167. 61 ' 2 A= 12' 23' 53" 876. 00' 189. 55' 3 0=10' 24' 27" 874. 00' 158. 76' 4 N6' 44' 45" E 88. 26' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A=12' 23' 4611 1588. 00' 343. 57' 2 A= 9' 16' 53" 881. 00' 1 142. 711 3 N73' 11 ' 54" W 1 36. 00' -j Ix N THLUI LAG .. Fa- W 15 WV 0 CL ON W 1432.3 1432.9 0 ow N S2 ,W; _ cr �p QQJ SH E _ > C0 p pp O O Q' o N a0 G d' z�W NNE N JBW-- ��� M.-mF- z . ��� Q J U x= aC N 0= .. N CO N N n `„ _ 04 O N 12" PVC C-8i 0 CL-154 It s R RC CY p01 '�` ;0 _ 1 W OF CL oMN �'v!'to � v~i m ���.. M�� VAR E Of CL w CART ��� > W .. N ON CO X tnN �= SHEET 21 I 1 �- _ rn NO f CO O coin •��LL == zN� + W �Ix�00 J F-> �� Q Wt9<!O WATER/SEWER/RECYCLED WATER APPROVED BY: + + MN j4oxxo >n- DIG ALERT EASTERN MUNICIPAL WATER DISTRICT += W = MM ; -� NON NN GOW00 + +NiONm NI-� M�m� M 00 cr r� , N mF- M �. "nm00 Z XX X2=_ • LL CIVIL ENGINEER OF SUBDIVISIONS DATE + N?q&= CALL PL.�i. LA�l► YfSTA DRIVE M + N N N = BEFORE I TIAL DATE M ao YOU DIG! 40 20 0 40 80 120 PROJECT ENG. NOTE: FOR STORM DRAIN INFO 1400-227-2600 APPROVALS INSPECTION UNDERGROUND SERVICE ALERT wTR.OPERATIONS REFER TO 'STORM DRAIN GR SCALE 1"-- 40' PLANS"FOR TR 30422-1 Call at bast 2 working days q'tOr to eXcaa#tom. swR. OPERATIONS f SEAL -COUNTY COUNTY OF RIVERSIDE AL -ENGINEER %NFRIROAD LP.040202 NOTE: SMJDIEW,CA92110 BENCH MARK: COUNTY OF RIVERSIDE �' D.-3siu-35 WORK CONTAINED WITHIN THESE PLANS SMALL ESUS TRAN RTAT N VAIRTMIBNT III1 FESS/� 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT � APPROVED B Y : % , FAX)619.291.4 i 65 INTRIVCO. B.M. M OF N �1 THE TEE S . A . 41/33 PERMIT AND/OR GRADING PERMIT HAS BEN rickengiRYit�nTumng.com INTEI CTIOM OF ORT ice. �o A. or �� � ��, o. Goofl,� 5.h o ��.��. - �-:.�.,;, P�LI� � Ok1N�IT N TRACT N 0. 3 0 4 2 2 -1 W. o. 10969 ISSUED. y CAP WELL MON. sCHEDULE °�►p C.0. �9 � �• 33950 Z / - _ C. PREPARED UNDER THE IRECTION OF: ��.3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS % s 0 b CA ?o SEWER, WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 i o N0.3303i f984 ELEV.= 1425.301 COORD -42;45 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE � � KHAL A. OT AN DATE: � Exp.6�30ios � PLAN AND PROFILE ARISING AFTER COUNTY f. CIVIL `�. SHT. 2"�OF IN THE EVENT OF DISCREPANCIES I F ``F ��_ S / �S 1�b 'C 1 D. GODD fl JR. R. . 33037 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `�qr ���� �p � � SCALE: LAGUNA VISTA DRIVE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Ct11.� DATE: REGISTRATION EXPIRES 6-30-06 DESIGNED BY: CPE DRAw�! BY: MRD CHECKED BY: JDG RECCrMMENDED-WILLDI�� -- DATE: H: �„=40� y: 1"=4' D-�„,�0 APPROVAL BY THE COUNTY. JN 14590-A Rs\d_14590\0hose_1\sewer_woter\4590ph1sw22.dgn •\\srv_rlbl\RlckStandords\lplotVl O\Pert\calcanp.pen 15-FEB-2006 10,23 IV 0D ul) _L t4 An VARIES FROM CL C) FROM 12+63.78 z TO MH 73 V) r PVC Q_-900 Cow 50 VANS FfI0M CL AF 0 V1 $E%PM FROM 12+63.78 �( 1 38 6 NOf: CL I TO 13+78-10 1390 �91 1 37 136 134 132 r, � 135 A`�°"� C1_4 278,78) CIL2 9.J5 1429.9 1430.3 CHLO —.5) PR 1431.2 9+68.72 PR PR PR PR 6" FH PER STD. DWG. B-362 So SEWER 140 lilt 131 CENTERLINE DATA NO. DELTA OR BRG.. RAGS LENGTH REMARKS (ZI; N86-56'07"W 263.781 (DA= 95- 19'23" 53. 00' 88.18. I WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N$6'55'21"W 324.80' N41* 55'21"W 19. 43** -U2 ,A= 6' 07'54" 300. 00' 32.111 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS I N86*56'07"W 322. 86' 2 N3*4938"E I I 64.47' I I C �12 M VARIES FROCL jjL8. 7 TT A FROM MH 73 TO MH 72 e OPEN SPACE- Ira Ir--- m 344 130 O PR � N PR 431.y �88 144 1 11446 1143 E +52-0n� 1419.4OPVC, �-150 E SHE214242 _-9) 04 0 C�4 N �0. WATER/SEWER/RECYCLED WATER APPROVED BY: %I, ko DIG ALERT EASTERN MUNICIPAL WATER DISTRICT N Till 111AX PLAN: LEA CIRCLE C.Aa CIVIL ENGINEER OF SUBDIVISIONS b1TV 40 20 0 40 80 120 BEFORE INITIAL DATE YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO REFER TO ' 14,W-227-2600 APPROVALS INSPECTION !STORM DRAIN GRAPM SCALE T�- 40" UNDERGROUND SERVICE ALERTI WTR. OPERATIONS PLANS" FOR TR 30422-1 CON at beat 2 workkV days prior to excovatk'Q. SWR. OPERATIONS COUNTY OF RIVER SANSIDE SEAL-EN71NEER 5620 FRIROAD ARS I.P. 4 1,06 REC►ROD FIKE Y)FOKRIV7 SEAL -COUNTY DIEGO, CA 92110 BENCH MARK: 1. D. u-36/u-35 NOTE: TRA'NSF0111TATION DZPARTM14T 619.291.0707 RIV. CO. B.M. M-M-63 IN THE TEE COUNTY OF RIVERSIDE S. A. 41/33 WORK CONTAINED WITHIN THESE PLANS SMALL I'PPROVED BY: (FAX)619,291.4165 rickenoin* NOT COMMENCE UNTIL AN ENCROACHMENT *r.n com INTERSECTION OF NEWPORT RD. It st W. 0. T HAS BEEN A. OA GU San mw Mvwswe bawAlow Omnp mmenk 7 on & 1-00ENSERVER RD. A twIRON TRACT NO.30422-1 PERMIT AND/OR GRADING PEFN PIPE & TAG MARKED COUNTY IN SCHEDULE "A' C. 0. CAP WELL MON. eES ISSUED. c_ PREPARED UNDER THE DIRECTION OF: No. 33950 SEWER, & RECYCLED WATER COORD THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 N0.33037 1984 ELEV.= 1425.301 PLAN AND PROFILE 5 RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHALE A. 0 MA DATE: or Exp.6/30/06 SHT.,23OF45 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK it ) - Awa IN THE EVENT OF DISCREPANCIES ARISING AFTER CO— civi CIVIL J I D. JR. R.W.E. 33037 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY 1>4' '-r 6-30-06 SCALE: v=4, LODEN CIRCLE 443 ENGINEER SHALL BE, RESPONSIBLE FOR DETERMINING AN L OF CAL\f OF C DATE: ahlmel(. REGISTRATION EXPIRES V: D_ - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MIRD CHECKED BY:JDG RECOMMENDED-WILL.D�Att DATE: ilo�� APPROVAL BY THE COUNTY. JN 14590-A I A Rt\d-14590\phose-l\sewer-water,\4590ph1sw23.dgn \\arv-rlbl\RlckStandards\lplotVIO\Pen\colcomP.pen 15-FEB -2006 10-23 r 0 uj Ln N 4 c" -8" � � -� z MEET 21 V CL to, polN m z FROM MH 72`TO MH 0 � ' I 7 0 ui _ * CoRV 1433.9)N CIR E' + -� 129 1 2 8 + 4 CL 0 cT 1 27 15+1 .s� ■ 1431.9 1432.3 Etii PR 14 3 2 9 CENTERLINE DATA NO. DELTA .OR BRG. RADIUS LENGTH REMARKS t�D & 4- 15' 60" 53.001 3. 95' (: & 2. 09' 10" 300.001 11. 27' (:I) N14' 52' 35" E 91. 38' ® �= 10. 30' 34" 272. 00' 49. 89' t�5 N4' 22' 01 "E 76. 39' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 & 4. 4411311 300. 00' 24. 80' 2 N14' 52' 35"E 80. 51' 3 A=10' 31 ' 4.3" 283. 00' 52. 00' 4 N4' 22' 01 " E 87. 17' M lid IN or zPR PR PR PR I 15+9 G LOD KN C1RCl.E= 2 .. Ul °°; 2 5 - 8�1+FL FXH RSGV tN.W) 1 69 • z 8tt ADAPT tE) 1433.4 'i ii. 1 cro 3 4 4 g FXW a PR ul 1 2 ao 40 3 t I + ' Gat, SN1R O 2 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N3' 49' 38" E 4. 40' 2 A= 12 42 32" 1000. 00 221. 81 uj att WTR 1426. o g�T Bit SWR 1417st PR TOP ~ O PR coi 1 6 8 148 o m w � 1432.3 ►,� 1432.9 c� 11416 14 4.9 � m 1 4 9 150 Ij32.8 . �{✓ �T r Pvc 0-m CL-COU 1 V/�S Fly! CL r P1�C C-� CL-In� C� � 2 FRO A 12+03. 8 11 W OF CL 0- TO 14+56.61 M Q tD � Q WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT 2t AAL 0 CAU CIVIL ENGINEER OF SUBDIVISIONS-SATEZ PLAN: LADEN CIRCLE E FO BER INIT AL DATE 40 20 0 40 80 120 YOU DlGI PROJECT ENG. 1-80Q-227-26W APPROVALS INSPECTION GRAPHC UNDERGROUND SERVICE ALERT WTR. OPERATIONS - SCALE 1'= 40' Call at boat 2 working days prior t0 excavating. SWR. OPERATIONS - SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 20 FR4A*S ROAD LP.0402+�P I.D. U-36/U-35 NOTE: SANDIEGO�CA92110 BENCH MARK: COUNTY OF RIVERSIDE WORK CONTAINED WITHIN TFIESE Phis Si .L TRA f QI�TAT A 1 QEPARTM iT fss/ 6"�.291.0707 S.A. 4v33 NOT COMMENCE UNTIL AN ENCROACHMENT A. APPROVED BY: (FAx)619.291.4155 RNV. CO. B.M. M-i4-63 IN THE TEE j� Q y rickan in�"rin .cam RIV C . CTION OF NEWPOk t PD. 0 �C W. 0. 10969 PERMIT AND/OR GRADING PERMIT HAS BEEN �o A• r ,, ,� o. Goofl� San :ate .., Orange T„�on & LINDENBEFNrER RD. A ,"IRON TRACT N 0 0 3 0 4 2 2 -1 y PIPE & TAG MARKED COUNTY IN SCHEDULE "A" C.O.ro�j�,� ISSUED. � ,� i =' 2 �. PREPARED UNDER THE DIRECTION OF: CAP WELL MON. _ - �+ No.3390, J / ,c, THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 /S/ 0 ` 1984 ELEV.= 1425.301 SEINER, WATER & RECYCLED WATER COORD _$_ % RESPONSIBLE FOR ASSURING THE ACCURACY OF ,� No6 30/ DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. C HM DATE: Expsi30ios * PLAN AND PROFILE 24 45 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY U,� CIWIV ��, fJ+J, GVIL �! 4" 4SHT. OF APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY 4TF �- /O 6 f . 0 D. GODDARD JR. R.C.E. 3?037 L 0 D E N CIRCLE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CM-�F �' �� - fl aS 1 c In. DATE: �' REGISTRATION EXPIRES 6-30-06 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLD.AM DATE: H: 1"=40' V. 1"=4' p- , '$, APPROVAL BY THE COUNTY. JN 14590-A O O 0 �- Rt\d_14590\phase-1\sewer-water\4590phtsw24.dgn \\srv_rlbl\RtckStondords\fplotVIO\Pen\coiconp.pen 15-FEB-2006 10.29 9+71.92 STER ING_ 6" FH PER SW. DIG ALERT WATER/SEW/RI 'YCL�D i" 44TER APPROVED BY: EASTERNER MUNICIPAL WATER DISTRIC TM V - - CALL CIVIL ENGINEER OF SUBDIVISIONS DA E INITIAL DATE PROJECT ENG. APPROVALS INSPECTION BEFORE YOU DIG! 1400-227-26M UNDERGROUND SERVICE ALERT WTR. OPERATIONS Call at least 2 working days prior to excavating. SWR. OPERATIONS NOTE: 4r06 REC ADQ FIRE HYLRRJNTs WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ENGINEER SHAOVAL LLUBE RESPONSIBLEIFORTDETERIWNING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK ENGINEER RE DESIGNED BY: CPE DRAWN BY: Z61" -I C.G. 8" PVC C-900 CL 150 RECYCLED WATER C.G.12" PVC U-900 CL-150 -0 245\ 1432.0 O� TH S=O. 0 'CL 10 11 i Zr,6-Z& "b- 2 3 9 1 TO 13+51.89 I cr y P C) CIRCLE / c� DW6. B-M2 1434.E �,, 1 +1 12e PVC C-900 C1 -150 )WG. B-362 PR z 8" WTR XING 8" SWR ' _j 8" PVC (1-900 CL-1 50 BOT 8" WTR 1426.87 20 W OF CL 11+6 6 R XE WAY 244 ®� Ld CO 11' S OF CL PR 7' TOP 8" SWR 1422.01 26+32.87 ROCKPORT RD 1432.2 A VARIES cn + _ SHEET 12" SIDE OUTLET O � 7 �z^ 10+06.00 DREXEL WAY 253 ROCKPORT RD 12 FXH PVC -STEEL 2 4 0 ADAPTOR (S) ,off , FROM 5 Mz� 12" WTR XING 8" SWR 1434.7 2 4 3 O �433. m BOT 12" WTR 1427.47 3t � � � E3 I " SEWER �`' 241 N cn TOP 8 SWR 1421.45 VARIES FROM CL 1a32.1 �� 6" FH PER STD 14+32.72 TREMONJ DRIVE OWG. B 362 FROM MH 60 9+8y.00 DKEXEL WAY TO MH 31 oh 242 12" FLG'D TEE 12" r XH ADAPT (N)238 11+80.92 CL DREXEL WAY= 1432.4 12" FXH RSGV ct) 26+52 49 CL ROCKPORT RD L \� 8 „ 1435.1 8 9 10 11+60.06 DREXEL WAY XH nSGV (W) o �J 12" PVC C-900 CL-150 1-12"x8" FXF REDUCER (W) v � 26+64.16 ROCKPORT ROAD . 24` WTR XING 8 SWR S OF CL 14+52.72 CL TREMONT R 5 a `' , 7 BOT 24" WTR 1427.24 10+00.00 CL DREXEL WAY PR 5 6 TOP 8" SWR 1421.96 V� 8a SEWER 11+87. 9 DREXEL WAY VAf' ES FROM CL 14+61.72 TRFMONT OR �, v ' 1 2 3 26+65.79 ROCKPORT RD FROM MH 60 10+06.00 DREXEL WAY I CL MH NO. 31 (SB-56) CL MH NO. (SB-56) PR 11+75.07 DREXEL WAY TO MH 61 126+65.06 ROCKPORT RD Z 237 1 L 18" REC �� WTR XING 8" SWR 14� 35.q ��� H�'�� 254 BOT 18 REC WTR 1426.35 PLAN: STERLINC C:IRCI�E/TREMCNT 1435.8 ROCKPORT RD TOP 8" SWR 1422.02 15+00.00 11+1 -1" R VALVE DRIVE & DREXEL WAY PER STD DWG PB-8 ���� 5 26+71 33 ROCKPORT RD SEE SHEET 26 a PVC C-900 CL 150 � 40 20 0 40 80 120 11+6 DREXEL WAY 18"x18"x8" FLG'D TEE 1C+60 -6" TEMP BO 26+70 9ti ROCKPORT RD 18" FxH RSGV (E) PER STD DWG PA-1 RECYCLED WATER 24" WTR PING 8" REC WTR 18" FxH ADAPTOR. (W) GRAPHIC SCALE 1"- 40' 10+70.00 19' E OF CL BOT 24" WTR 1427.26 8" FxH RSGV (S) 8" HxH RSGV T P 8" RE ;'TR 1425.56 SEA! -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARS ROiD BENCH MARK: Ess� TRAUSPORTATION DEPARTUNT / SANDiEGt3,CAy`1„i ESS 619.29L0707 P'� A P F R O V E D B Y: _ (FAX}619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE !V cam. {� Vy rickengineerin..com INTERSECTION OF NEWPORT RD. A. )T "'C� �. GO�Q•Q,pO sen [pegs e►side orange Phoenix Tucson PIPE TAGRMARK 0 COUNTY YIN o.33950 � $ ,�� _ PREPARED UNDER THE D RFC TAN F: CAP WELL MON. Nf 0 Exp.6-30-06 I: _ S r` N0.33037 1984 ELEV.= 1425.301 APPR. DATE 1AL A. DATE: ,x Exp.6/30/06 CIVIL VISIONS C0�'�TY ��qTF C1W1\- ��@' f / % �: S �S lb � �,�� _,o11r►� J D. QDARD JR. .C.E. �3037 SCALE: CA��F ` Va-'- -C ! OF ���,���` DATE: EGISTRATION EXPIRES C-30 C.S MRD CHECKED BY: JDG RECOMMErJDED- WILL DAK DATE: H: 1'=40" V, pr 3 W;+•'N 12 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 0 p= 1 1- 50' 30" 950. 00' 196. 34' Q C:=14' 01 ' 19" 300. 00' 73. 42' �3 A= 88' 47' 11 " 53. 00' 82.131 ® N89' 13' 51 "W 148. 1 1 ' NO' 46' 09" E 74. 00' ® A= 2' 22' 38" 605. 00' 25. 10' Q N1' 36' 29"W 81. 81' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS t N45. 14' 03"W 40. 59' 2 A=11 ' 33' 11 " 939. 00, 189. 34' 3 A=12' 33' 23" 200. 00' 43. 83' 4 t5- NC' 46' 09" E 67. 26' N48' 50' 48" E 14. 1 7' N89' 13' 51 "W 130. 74' 67. 28' NO'46'09"E 85.05' tN89'1351"W A= 2' 22' 38" 582. 89' 24. 18' N 1 ' 36' 29" W 60. 99' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 NO. 46' 09" E 14. 00' 2 A= 2' 22' 38' 624. 00' 25. 89' 3 N1' 36' 29"W 76. 12' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N8' 40' 44" W 234. 31 ' 2 N4' 10' 49" E 94. 10' 3 NL9' 13' 51 "W 149. 79' 4 N88' 54' 41 "E 38. 30' 5 NO' 46' 09"E 181. 55' cli Cn I.P.0402¢2 1. D. U-36/U-35 COUNTY OF RIVERSIDE S. A. 41/33 �CS ; TRACT NO.30422-1 W. 0. 10%9 SCHEDULE lAm C . 0. SEWER, WATER & RECYCLED WATER COORD-; PLAN AND PROFILE SHT. 255OF 45 STERLING CIRCLE/TREMONT DRIVE DREXEL WAY D_� o JN 14590-A R+\d_14590\phase_1\sewer_water\4590phisw25.dgn \\6ry,rIOINRlckStonggr4J£\Iplgtvlg\Pen\ccicomp.pen N Lo C.G.1 r PVC C 900 C.1-150 L p T�{ l \ F . T C.G. r PVC C-900 CL-150 0 15 16 - - 17 18 18 20 w U 0 w F- o ow z U Z0 ;NZ- Z un v _ > _j w N w> a o> w ) 8" SEWER �Nf-�oXN �✓�`" ^, N OF CL LtJU Dcr<u_v) J co VARlE3 FROM CL _ m = _ = c, FROM MH BO tO z `� 8" SCR 12" PVC C-900 CL-1 • -i x x o X 0 TO MH 81 00 1'w U- ` VAIfS FROM CL 11' S OF CL Q, N N N N N N FR A MH 82 N r- r- a0 00 t J WNOFCL MW� To H 259 \E260 U �-s . 2 258 15L5.7)1435.5 tV GO $1 254 �: • °z 57 1436.0 PR 1435.8 2 5 5 a' + 2 5 6 O 1436.3 �i 1436.4 4,Z ■ N _j 1436.2 r'' �� + + PR O N W + PR PR PR (d) 4 V r + CA Go co 4 11.8' 5 RW i co 3 4 '� „ W ao W i 2 co f ao ' N 8" PVC C4900 C1-150 4�01VSOFCL m ' + m ►� Q /2 3 7 PR PR • `, w �- 1435.4 0. 228 227 L tz co N 236 2 3 5 � 1436.5 + o �C�P TO +lE V)r-o� w ' + 1436.0 O N.= w 6' 1434.4 ec o 14 3 5.9 N o�Y 0° t- Ln O + ell��1TiiERFEL� �. �- t0- Lni CIRCLE ic F- a m 12" PvC C-900 CL-150 w x cn N xmc� >Ln w S�' EE 1 : �rtj c�,N� `� m 11' S OF CL � _ `- � f- a. U 12" PVC S OF CL CL-1 50 ~ .. 0rl- - o o cv C3 N + - N WATER/SEWER/RECYCLED WATER APPROVED BY: xN comf-- 0!0 ` DIG A "PT EASTERN MUNICIPAL WATER DISTRICT = ; �o +M Tr r- N N joir CALL. CIVIL ENGINEER OF SUBDIVISIONS 'DAf E xNX PLAN: TREMONT DRIVE BEFORE IN TIAL DATE , N 00 40 2U 0 40 80 120 YOU DIG! PROJECT ENG. 1400-227-2600 APPROVALS INSPECTION UNDERGROUND SERVICE ALERT WTR. OPERATIONS GRAPM SCALE 40" Cal at IBE1St 2 M01-kill days pt-iIP t0 eXG9Y©tll'o SWR. OPERATIONS NOTE. 4/06 REC / ROD FIRE* HYDRRNT SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 SANDIE CA92 BENCH MARK: TRANSPORTATION DEPARTMENT 619.29.0707 92tt0 WORK CONTAINED WITHIN THESE PLANS SHALL st9.29t.o�o� NOT COMMENCE UNTIL AN ENCROACHMENT � APPROVED B Y • �'��/ (FAx)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN GO y rickenaineering.com INTERSECTION OF NEWPORT RD. �0 A. Op �� & LINDENSER6ER RD. A 1"IRON ISSUED. � Q• San ego ifiverslde Sacremmto Orange Phoenix Tuaon ���y h �p PIPE & TAG MARKED COUNTY IN No. 33950 THE PRIVATE ENGINEER SIGNING THESE PLANS IS � PREPARED UNDER THE DIRECTION OF; CAP WELL MON. � RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 / No,33037 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE � � KHAL !�. OT A DATE: � Exp.6/30/06 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL ! APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `rJ'� CIV14 �' JNJ D.GOD ARD JR. R.C. .3 037 ENGINEER SHALL BE RESPONSIBLE FOR DETERNI AN F ( Feel-N ►�e� 5 D o b C 11 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR SCALE: �`��. DATE: � REGISTRATION EXPIRES 6-30-06. APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WIL,l,DAN _ DATE: H: 1"=40' �: 1"=4' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS ( N89. 13' 51 "W 22. 74' 2) A= 8' 4548" 300. 00' 45.881 & 14. 49' 49" 1034. 50' 267. 77' A= 7' 52' 19" 300. 00' 41. 22' 5Q N75. 02' 52" E 139. 40' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N89. 13' 51 "W 22. 74' 8' 45' 48" 31 1.00' 47.571 A=14. 49' 4911 1045.50' 270.61' t0= A= 7.52'19" 289. 00' 39.71' N75' 02' 52" E 139.40' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <j> N88. 54' 41 "E 67. 56' A= 7. 32' 33" 1028. 50' 135. 39' 3 t42 A= 6' 37' 19" 2452. 80' 283. 48' N75. 02' 52" E 28. 64' COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE TREMONT DRIVE I.P.040242 1 . D. U-36/U-35 S. A. 41/33 W. 0. 10969 C. 0. COORD-$-: SHT. 26 OF AS JN M90-A I 1 0 R.\d-14590\phone-1\sewer-woter\4590phisw26.dgn \\Srv-rlbt\Rlck5tandordS\Iolotvio\Pen\colcomp.pen - 15-FES-2006 10.33 ul to ��ET 34 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q N75' 02' 52" E 140.171 22 A= 9' 48' 47" 300. 00' 1 51. 38' Q N84.51 ' 39" E 1 76. 00' WATER DATA DELTA OR BRG. RADIUS LENGTH REMARKS INo. 1 N75' 02' 52" E 141.17 2 0=15' 4613311 289. 00' 79. 57' 3 N89' 10' 35"W 33.531 8" SEWER ,�, ffmI I nye'yL emu1435.2 W,;l rz 2 6 1 it ` 143�.3 PR Lgo to c11 - 299 14 3 � 2 I DPR 306 (1433.8) SEWER DATA N©, DELTA OR BRG. R US LENGTH REMARKS 1 N75' 02' 52" E 71. 03' ql :.. + 1 7 TREMONT iV - C!�PR 21 22 24+03.80 LAMPLIGHTER LANE r g Ul 1 1 — 2 CL MH NO. 53 (SB 56) 22+ CL T T V = ju Q J `; N D PR 23+97.44 CL LAMPLIGHTER LANE X 2 3 �Alto a u m 22+72. 2 TREMONT DRIVE r 263 a ,.- 3' 2 +80.18 LAMPLIGHTER LN 1434.4 Z,� 298 1433.4 8" HxHxF TEE i a ' 1433.0 - 8" FXH RSGV (W) 8" PVC C-900 CL-150 o N m � + 11 S OF CL 8' PVC C-900 CL-150 at VANS RROM CL 0 PR 308 FROM 22+09.55 0 1A33.0 TO KMME M N o: 1 Mw 34 M d- N OD + N = N CD PIT WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALE EASTERN MUNICIPAL WATER DISTRICT TM 171O6 PLAN.: TRENIT DRIVE C, CIVIL ENGINEER OF SUBDIVISIONS DATt 40 20 0 40 80 120 BEFORE *INLTIAL DATE Y�J'i PROJECT ENG.1-800-227-2600 APPROVALS INSPECTION GRAP C SCALE 1'= 40' UNDERGROUND SERVICE ALERT I WTR. OPERATIONS Cal at Fast 2 working days prior to exoavoth% 1SWR.OPERATIONS NOTE. REO CHANGE BLOW DFF TO FIRE HYDRAA/T SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER s C� 1Q BENCH MARK: I.P. O4(i2 2 1. D. U-36/U-35 II I � . I 6g.�,,.a,�, COUNTY OF RIVERSIDE S. A. 41/33 I WORK CONTAINED WITHIN THESE PLANS SNAIL @�E TRAM it�T ROVED BYE�ART MT ESS/ f; NOT COMMENCE UNTIL AN ENCROACHMENT (feuc)A19.2si-au►s NT CO. SAL M-14-f,3 IN THE TEE a A. ar aoo �,�ke t�ee�;.. corn & L900 T>r R � I T �, TRACT N 0 0 3 0 4 2 2 —1 PERMIT AND/OR GRAD114G PERMIT HAS KEA! �, ' + �kr O• �Q sa^ use r !I< L �3. A t I 1 W. 0. t0969 .i PIPE do TAG NICER COUNTY II!d h 2 O CAP WELL MON. SCHEDULE "A" C.0. ISSUED. , NO, 33 0 �c , ! d W � PREPARED UNDER THE. IRECTION OF: 1 4 ELEY.= i4 .301 SEWER, WATER & RECYCLED WATER COORD -R-j 5 THEPRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6 30 06 O� N0.33037 RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE � � rAAA. H DATE: t� rxps/30/06 * PLAN AND PROFILE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK SHT. �7oF+ IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY COUNTY J>' CIVIi 4 �',� CIVIL �� T RE M 0 N T DRIVE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER R E V I S I 0 N J D. GO DARD JR. R.C.E. 33 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN l�Op �\F _ Y'. Cam-- _ _ _ s oS l e� � �� t SCALE:ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY:JDG MENDED-WILLDAI� DATE: �� DATE: REGISTRATION EXPIRES 6-30-06 H= 1 =qp� V; 1."=4' D, APPROVAL 8Y THE COUNTY. - JN 14590-A 0 Q Ri\0_14590\pha8e_t\sewer-water\4590phtsw27.dgn \\srv_r161\RickStandards\IplotV10\Pen\aolcomp.pen 15-FEB-2006 10-16 DIG ALERT L WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT TM " j• 9,1 CALL CIVIL ENGINEER OF SUBDIVISIONS bA INITIAL DATE PROJECT ENG. APPROVALS- INSPECTION BEFORE YOU DIG! 1--8W227-26M UNDERGROUND SERVICE ALERT WTR. OPERATIONS Cal at hot 2 working clays prior to oxcavatkQ. SWR. OPERATIONS NOTE: 4106 ADD FRE HYDRAVrS WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I DESIGNED BY: CPE DRAWN BY: MRD L I C.G. r PVC I C-400 CL-150 195 (jjL2 - 6) a P W".1-1 % I . 12 WES FROM CL FROM W41 1431.k' 13 09 S LIMITS ........... ... ........ 2 2 vll ;-1 1901433.3 189 188 IR 8 7 185 C: 186 ClDj;4) 1432.2 00 v PC C'm CL-1 50 aCj� �18 VARIES FWW CL 8' PVC C-M CL-1 50 UNTIL 104�80.55 Q6 I I 1'S OF CL In PLAN: STARRING LANE 40 20 0 40 80 120 NOTE: FOR STORM DRAIN INFO REFER TO '!STORM DRAIN PLANS" FOR TR 30422-1 GRAPHC SCALE 1'= 40' 18 tu_ =4 3 1 =.O w 8 Z_ UJ:r a. wx< F- LL 0 ct N GO > LD 0 x •_j V) x U- w U- L +2 = = M 00 00 GO 41 T.- C.G. Ir PVC C-900 CL-200 14 15 16 Z 81 SEWER cli VAMS FROM CL 4 U) C=0 V fn FRW MH 4-2 T� 05M 3t SHEET 35 fr,) ,,z:,,: TO MH 32 ao., qw X c*j �B Ln C, Cr ';0 rom 4m ul) I wRqw.0SK1PST0NEf+ Z F- 5: to 0 T< mc X In t+f F- Fo- WAY Ln + , �_ 0 m to + Z Zo 0: F-_ C =0 cli 202 203 03 2 "w Lr) ul a F- (L (,j00 -.1.., - L 1 z (1430.9 00 PR PR 00 A PR 111 Ln 8 2 1430.1 + Ld >_ Z SKIpSTONE 183 WAY (1430.5 ap-m= _uj as >a- SHEET 35 �-2QO<O> V, Ln b 00 ) V) i cr_ OC w Ln vNLL xx xx=: C4"�= OD LL. LL_ X U- 3( u') go C.G. e PVC C-900 CL-1 50 7 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (a) N31'50'52"W 106.85' (a) .& 38- 17' 53" 300.00' 200.53" j(D IN70. 08'45"W 106.27** <2�� 1,&= 12. 44' 23" 300.00' 66.71' (:E) IN57-24'22"W 164.65' FROM MH !32j 4 TO MIJ 44 z Jul j _j=00 Ixv-w + cc Us TOM Ir PVC C-M CL-150 U) VAFNES FFK)h4 CL FROM 15+52.45 +25.59 TO 16+0.30 FH PER STD. DWG B-362 15+72,170 8" WTR XING 12" SW BOT 8" WTR 1419.39 TOP 12" *7!WR 1415.58 15+67.58 36u SD XING '6" WTR BOT 36jSD 1422.11 TOP 90" WTR-1420.29 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER %20 FRVM ROAD SAN DIEGO, CA 92110 BENCH MARK: M TRANOPOSTATION DEPAIRTNT M/ 619.291.0707 APPROVED BY: (FAX)619.291.4165 rjck"&jn**vinz.com RIV. CO. &M. M-14-63 IN THE TEE rl INTERSECTION OF NEWPORT RD. *GO Sih mverA& udw" Ormge nmmnk Tucum & L94DENSOM M A I&IRON 17 PIPE & TAG MAftll) C"TY IN No.33950 CAP WELL MOK c- PREPARED UNDER THE DIRECTION OF: ;0 1984 ELEV.= 1142L301 Exp.6-30-06 140.33037 - APPR. DATE KHALE A. OT MA DATE: Exv.6/'JO/06 CIVIL CIVID.GODDARD JR. R. 3303t ICOUNTY 17 QF' `��P C-1 0S N OF C 1=4 DATE: 0151* REGISTRATION EXPIRES 6-30-06 SCAL - "111=41 CHECKED BY:JDG RECOMMENDED WI LLD!a- DATE: H: 01 V. mmwm� WATER DATA No. DELTA OR BRG. RADIUS LENGTH REMARKS N31'50'52"W 135.18' & 38. 17' 5311 311.00' 207.88' N70-08'45"W 106.27' &= 12- 44' 23" 289.00' 64.26' 5 N57024'22"W 72.101 6 N56"50'39"W 92.551 SEWER DATA NO. DELTA OR BRG. RAOUS LENGTH REMARKS I N31*50'52"W 106.85' 2 0= 28* 16'22" 294.00' 145.07' 3- N67*50'13"W 111.44, 4 & 17* 58-* 57" 656.15' 205.93' 5 & 2' 17'20" 1821.71' 72.771 COUNTY OF RIVERSIDE TRACT NO.30422-1 SCHEDULE %m SEWER, WATER & RECYCLED WATER PLAN AND PROFILE STARRING LANE 1. D. U-36/U-35 S. A. 41/33 W. 0. 10969 C. O. COORD SHT. 28 OF4,5 D - 49c*� 141 Ri\d-14590\phase-1\sewer-woter\4590phlsw28.clgn \\Sry -rlbl\RlckStan"ds\iplotVIO\Pen\ccfccmP.pen 15-FEB-2006 10,18 JN M590-A r PVC C-900 CL-150 (• 17 I 001 27t W41 1, 30 Z + QO g m-------- N�r WZz W cc 3 I 81 1 .1 50 ,JAILS MOM CL FROM 15+52.45 T016+02.30 WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT STERN MUNICIPAL DATER DISTRICT TM CALL CIVIL ENGINEER OF SUBDIVISIONS DATE E BEFORE INITIAL DATE YOU DIG! PROJECT ENG. 4AVsue' 1-800-227-2600 APPROVALS INSPECTION N�1 UNDERGROUND SERVICE ALERT WTR. OPERATIONS / Coll at bast '2 Working days prior to exomthg. SWR. OPERATIONS NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD APPROVAL BY THE COUNTY. Ro\d-14590\phase-1\sewer-water\4590phlsw29.dgn gt;. IhI P ;'k<5tgn4rr,j51I�'nrvt `.RflnlggIcplp,nen X i N N M c0 04-Q Z ; N NIA NIO U 22 23 365 m TR 30422-F (TR 30422 PHASE 3) Pam:I RINGi.ANE 40 20 0 40 80 120 DRAIN INFO STORM DRAIN GRAPHIC `'CALE: 1"= 40" Tip 30422-1 SE,'.- OUNTY COUNTY OF RIVERSIDE AL -ENGINEER 5620FRIA1E3ROAD BENCH MARK: "IRAllIiIORTATI1 ailA�iTMNT 6ANaco,CA92„o ES$/ 619.291.0747 ESS1 o vY (FAX)619.291.4165 RIV. CO. B. AP ROVED BY: M. M-1q-63 IN THE TEE 0 rickety '.n•arin .com INTERSECTION OF NEWPORT RD. A. :, • �4V �.GODQ San 9RN cnmento Orange nfic Tucson & LINNBERiaER Fes. A ?IRON ' PIPE & TAG MAMED COUNTY IN CAP WELL MON. 33950 ��/ C o PREPARED UNDER THE 1 ECT ON OF: _ Exp.6-30-06 40S r N0.33031 \ 1984 ELEV.= 1425.301 APPR. DATE gHA A. O%T4 DATE: E)gao.6 30/0s �! 4 CIVIV �Q RD %�► J Ff D. ODD U.C.E..C.E.33037 SCALE: COUNTY qTF� ca��k ��` Q. C— S ('4S'a` '` C �\�I DATE: R ISTRATIOiJ EXPIRES 6-30-06 \_:... RECDM�`rNPED-WILLDAI�I DATE_: H:_ 1 40 V: 1 -4 CHECKED BY: J[' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS p=14' 20' 11 " 1600. 00' 400. 35' Q p= 20. 47' 20" 800. 00' 1 290. 27' (3 N63- 51 ' 31 "W 1 85. 79' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N56' 50' 39" W 109.74' 2 0=13. 46' 28" 1588. 00' 381. 77, 3 p= 20' 47' 10" 812. 00' 294. 58' 4 N63' 52' 23" W 37. 88' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <1> p= 6' 18' 31 " 1821. 71 ' 200. 58' 2 N46. 20' 14" W 256. 56' 3 p= 8' 37' 28" 794. 00' 119. 52' I.P. COUNTY OF RIVERSIDE TRACT NO. 30422-1 SCHEDULE "A" SEWER, -WATER & RECYCLED WATER PLAN AND PROFILE STARRING LANE Nm N lw )2¢2 1. D. U-36/U-35 0 S. A. 41/33 �; W. 0. 10969 C. O.f FS?5&4 l7 COORD jj-$19% SHT. 290E 45 O JN 14590-A - CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q N38.25' 11 "E 385. 72' m I u WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N38' 26' 59" E 420.93 SWEET 29 4^—/N"7 �� � ,q LANE TTOP 81' S 141-8.37 +„ ,,, 30 50 RING 8 WTR 1 7 5 � 30T D SO 1422 57 1432.1 `� � �: W �, o 0. 11 W OF CL 3 3 3 3 2 3 3 3 1434.4 1434.9 14+ PR 6" FH PER STO. DWG. B-362 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS TOP 8" WTR 1420.25 ;,; z 3 2 9 N 141 3 3 Q 1434.1 1 N38' 25' 1 1 "E 380. 20' 8" PVC C-NO CL 200 J �_ V � % - - - L� 1V W OF CL 1432.3 PR PR 1433.6 PR 14+1 .6' W Y CI C= ;,. 13 + V AV AR PER STD. DWG. B-598 20+8 .80 STARRING LANE ; ; 1 8" FLG'D TEE 1 PR 8" FXH RSGV (EA N �- ,,. 13+ 72 8" FXH ADAPT (N) o CL TERMINUS MH N0. 47 (SB-58) O 335 + Y PR O PR a,rR 14 3 4.9 20+95.65 CL STARF04G LANE 1 73 WE OF CL PR PR �39 342 341 340 339 33 1433.9 W 1433.0 1433.3 1433.6 1433.9 8 3 336 STARRl 1434.2 1434.8 E cat^ 1434.4 J Ln L0 SHEET 29 W CDm VI N 3N� Z Lo f�� O WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALEPT EASTERN MUNICIPAL WATER DISTRICT TM CALL -Cl IL ENGINEER OF SUBDIVISIONS DATE! PLAN: D ,BURY CIRCLE BEFORE INITIAL DATE 40 20 0 40 80 120 YOU DIG! PROJECT ENG. � NOTE: FOR STORM DRAIN INFO 1-800-227-2600 APPROVALS INSPECTION PLANS" FORSR"STORM DRAIN GRAP SCALE i= 401 UNDERGROUND SERVICE ALERT WTR. OPERATIONS �- CaN at jowt 2 wwking days Pry" tO ®XGavutkx� SWR. OPERATIONS — —� SEAL- N IN R 9620RRIAM6 A I.P.0402#2 SEAL-COUNT35 Y COUNTY OF RIVERSIDE SAN DIEGO, CA 92110 BENCH MARK: COUNTY OF RIVERSIDE I•o. u-36�u- 4/D6 REC / ADD FIRE HY,0,fg1'TS TRAM TATION D ANT NT �t9.2st.o:o� NOTE: ESS� s. A. 41/33 APPROVED $Y: �� (ffAaE)�t9.Z�it.41fi5 RIV. CO. B.M. M-14-63 II"' THE TEE WORK C014TAIWD WITHIN THESE PLANS SHALL r1 .ko" naerin .corn INTERSECTION OF NEWPORT R0. W.O. 10969 NOT cOM NCE UNTIL AN ENCROACI NT �o A. 0 j � �� ' �. GODp �„ ° Y e PIPE & TAG MARKED C"TY IN T R A C sC1 0 3 0 4 2 2 -1 PERMIT AND/OR GRADING PERMIT HAS BEEN .,mnE® k woon & LIEN>6ER A 1 IRON r C. . CAP ISSUED. , 3 4 s n / c- MOK PREPARED UNDER THE DIRECTION OF: ALL ELEV.= t4 5.301 SEWER, WATER & RECYCLED WATER COORD - � % No.THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 S ! O G � � N0.33037 � � � PLAN AND PROFILE RESPONSIBLE FOR ASSUR114G THE ACCURACY OF APPR. DATE �r } KHALE A. OTH AN DATE: tr Exp.6/30/06 SHT, OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK sl CIVIL �� O OD B U R Y CIRCLE IN THE EVENT OF DISCREPANCIES ARISING AFTER Cvl_" T I REVISIONS CI Vt� �� N D. ODDARD JR. R . 33037 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER COUNTY4�FAF c►►��F ���,`- �--' -S ��S �- SCALE: RESPONSIBLE FOR DETERMINIt4G AN '� � � DATE: �� �� REGISTRATION EXPIRES 6-30-06 1"=40' Ve 1„=4 D-�� ENGINEER SHALL BE E H• ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG RECOMMENDED-WILLDAK DATE: APPROVAL BY TFE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD JN 145'DO-A R+\d_14590\phdse_l',—r_woter\4590phisv3O.don \\srv_rlbl\RlckStcndcrds\IpiotVi0\Pen\ccicomp.pen .09+-28 —J . . . ....... . . ............... .... .... .. .. ....... . ............. . t p L ­4 4. 7 ? .... .......... ... ... ...... . .. ...... . ... ..... . ........ ...... rr ........ . . .... —4 A ui . ....... ...... .. .. ... ... ... . . ..... . ... . ....... . .. .... .... ..... ... ... .. . ..... .... ...... ... ........ .. .. ...... . . . ........... ........ ... ....... .... .... .. ...... ...... ... . ................ ........ .... . ........ ...... .. .... .... .......... ....... . . . . ......... r 4 c . . ...... . .... ...... 4__ U- ......... . . ... . . ...... .. ....... ... .... ...... . .. ... ... j. ....... ... . ..... .... ..... .... . . ...... . -y . ......... X cla .. ......... ......... .... -4- ...... r 4 + + cc.... . ..... . .... . . ..... qw ..... . ... ....... ... . _ ...... ..... J ... ..... . .. ....... .... .. Z ORCOOSED Lo .......... ... ....... - — -,- ..... .. 4 4 .......... JUR!*lf + .. ....... . ...... . ... ...... . 4- .... ..... .. . . . .......... . . . ..... . .. t ... ... d: . ... .. _4_ ... .... . ..... ...... . ...... C.G. r Pvc . ... .... . . . . . . ......... .... Ji j . .... -.1 .......... . . ........ ............. c4OO CL-1 50 M THO __j ... . ......... j ..... .......... . ..... ... . ... ..... . ........ . .. . . �4 J. . .......... .. . ...... . ... . .. . ........ . ...... . . ... ..... ..... . . .......... ....... .... ............ ­i,­-+-­­--f . ... ...... .... ...... -4- . ... .......... 4 . . > J . ... ..... . . .. 4 .......... 's . .... .... .. .. ........ ...... ..... . i� 4 L _--l. . . .......... ........ ..... ..... _J . ...... . 4: 7_1 ........... ....... . . ... .... . ............ . ........... . ..... ... . .. . . . ..... . . ... .... _4 ­4 . ........ . .. . . . . ............ . ......... ....... ....... . .... . .. ... .... ... ... . ..... . .......... ... .. ..... ..... —4. - — 4 t + t .... ... ...... ............. - , 4 . . ..... .. .. .. ii".1.1- - �i 1,1111 hA 9 0.00 ........ ......... . ......... .... ......... . +- w___::: ..... ... - `� . . .... + 4_, ... . ...... . . . . . . . ......... .... . . . . .... 4 ...... . ... A N,7 AL 71-W! C*4 .... 4­ + -4- . . ........ ............. ........... ......... . .... . ... . ...... 4 4 . . ....... .. . . ........ .... _J -A. . .. .... ... .. ... ......... ....... ...... ..... . . .. ...... ........ .... . . .. ..... .... . ........ 4 . .... ..... . . . . . . . .. ... ....... ........... ...... .... 4, - -1 .. ..... .. .... .... ...... 4 ..... . ... ...... . ... ... . .... ...... ...... ............. I I - ........ .. .... . ...... . . .... ..... .... . ... . ........ . . . -AL r R 4STR + - ... . ... T rS . . . ........... . . . ........ . . .. ........ . . -,--'4 -4 _4_ 41 4 _j .......... SEVER .......... . . ........ . 'Ain -4- 4 . ..... . ... ... ... . ....... ... ............. ............. . .... . ... . ....... .. . ..... . r .......... . ..... . ....... 4,­ . . ........ .. "'N -4 T' ........... ............ --4— ­4-4­­ .... ...... K 3 7"` 4 .......... . . .... . ... ........ . . . ........ . . -4. t 4 ... ....... ... ....... _Ji. ............ ............. 4 .......... . 4 wl= 7 ..... ......... . . . . :1. '4 t r J.. .......... ......... . .. 10 1 1 12 CENTERLINE DATA NO. DELTA OR BRG. RADAIS LENGTH REMARKS (2D N23- 27' 5YE 152.52. WATER DATA NO. DELTA OR BRG. R"S LENGTH REMARKS N23*27'53"E 172.55' N68-2753"E 33. 82' b"roirm 1 90%F I - - - . ANk I r Pvc C-400 CL-150 n r) � /�t STARFU14U 185 LME 10+06,00 8" WTR XING 8" SWR MAT All WTO IAIA mr 1 VW OF CL I 196 197 1431.4 Cl 473 .7 im 00 SEWER DATA NO. DELTAOR BRG. RADIUS LENGTH REMARKS N23027'53"E 146.13 TOP 8'. J 132.1 A3 e 9+A8_.28 D_ARMWQE QURT 13+49.44 STAORW4G LANE 8" FLG'D TEE 8" RSGV FXH (N,W) 18 4 1 1 1 1p 8" FXH ADAPT (E) PR 11+82.63 -362 611 FH PER STD. DWG. B IQ+00, CL DAftfl" CotumR - 13+6i.iS CL STARRM LN PIR R/W 183 200 1432.3 UZ 202 + STARRMMG &n (iiio_- -9-) 11" AV/AR PER STD. DWG. B-598 I� 201 LME -MR Ir a 1 �2.4 SHEU 28 !V- WE OF CL iw� 4D +1+ WATER/SEWER/RECYCLED WATER APPROVED BY: DIG A EASTERN MUNICIPAL WATER DISTRICT Ym i.,%,X 3 - 1064., L hitc PLAN,: aAVMRlDQE COURT CALL' CIVIL ENGINEER OF SUBDIVISIONS 'DATE 40 20 0 40 80 120 BEFORE I TI DATE YOU DIG! GRAPHC SCALE 1` 40' PROJECT ENG. 1-800-227-2600 APPROVALS- INSPECTION UNDERGROUND SERVICE AURT WTR. OPERATIONS Cal at hoost 2 worklN dwp prlor to 9XwWk-0 SWR. OPERATIONS SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRtMO ROAD NOTE: � I SAN DIEGO, CA 92110 BENCH MARK: I,P*040242 I.D. U-3r*/U-35 WORK CONTAINED WITHIN THESE PLANS SMALL VOESS TRANSPOATATION DZPARTWNT ESS/AA. 619.291.0707 COUNTY OF RIVERSIDE S. A. 41/33 APPROVED BY: (FAX)619.291.4165 RIV. CO. S.M. M— 14-63 IN THE TEE NOT COMMENCE UNTIL AN ENCROACHMENT A. 0 vuuo rickerilln*erins.com INTERSECTION OF NEWPORT RD. W.O. 10969 PERMIT AND/OR GRADING PIERMIT HAS KEN Son 19fto Overside soeftvwft O—P Phoonbi Tucs" at LINDENBEIRCER RD. A IlRON TRACT NO.30422-1 ISSUED. PIPE & TAG MARKED COUNTY IN 140. 33M c- PREPARED UNDER T IRECTION CAP WELL MON. SCHEDULE 'A" C. O.a�jwc7p -1 :0 SEWER, WATER & RECYCLED WATER THE PRIVATE ENGINEER SIGNING T14ESE PLANS IS Exp.6-3D-06 0 _(r t4o.33037 - 1984 ELEV.= t425.301 COORD jj:8:jj:jl 5 RESPONSIBLE FOR ASSURING THE ACCURACY OF MARK APPR. DATE KHAL A. 0 T�� DATE: Exp 6/30/06 PLAN AND PROFILE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY -41 %�h CIVIL SHT.310F_45 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY — J> Ivi APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY elljoV H GO ARD J1R. R.C.E. 33037 SCALE: DAWNRIDGE COURT RESPONSIBLE OR DETIEWANNIG AN CALA s lox) a (- ENGINEER SHALL BE , - c - DATE: m EGIS RATION EXPIRES 6-30-06 H: 1"=40' V: 1"z4' ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE: APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY;JDG RECOMMENDED -WILlDjkW D - JN 44IM-A to d-14590\phose-l\se.er-water\4590phls.3l.dgn I IQ+06.44 8" WTR_ XING 12' SWF BOT 8" WTR 1423.22 TOP 12" SWR 1416.23 8" HxHxF TEE 8" FXH RSGV (N) 1 7 8 1431.$ T T RT WATERISEWER/RECYCLED WATER APPROVED BY: DIG A EASTERN MUNICIPAL WATER DISTRICT TY I L CALL CIVIL ENGINEER OF SUBDIVISIONS DATE BEFORE INITIAL DATE YOU IVI6I PROJECT ENG. 1-800-227-2600 APPROVALS INSPECTION UNDERGROUND SERVICE ALERT WTR. OPERATIONS Call at least 2 working days prior t0 6xcmtki% SWR. OPERATIONS --- NOTE: 4106 REC I ADD FIRE HYDRA Nrs WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS KEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE 1 BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERUMING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. REVISIONS DRAWN BY: MRD 10 SHEET 29 STARRING LANE STAR* LANE SHEET 2S CHECKED BY: JDG APPR. DATE COUNTY 11 Fa 12 PLAN; LA. L.JQHTER LANE 13 40 20 0 40 80 120 mmmmmmmw GRAPHC SCALE 1'6= 40" SEAL -COUNTY COUNTY OF RIVERSIDE P E ,_ TR# ORTATIO APPROVED BD9PA�RTIONT p A. 0? Y N ' No. 33-30 Exp.6 30-06 �r CIV► F OAF HALFX A. RECOMMENDED -WILLDAN y-l!F-foG DATE: Vorjob DATE: MI ESS/ GODp,,� h� 4 � No.33037 ' * Exp.6/30/06 4r� CIVIL �! OF C�.��' C.G. 8" PVC C-900 CL-150 61 15 4 SAN DI€GO, CA 92110 619.291.0T07 (FAX)619.291.4165 rickenginaerin ,.com Son oftigo .N. Mwenk Tugon PREPARED UNDER THE DIRECTION OF: _ v '04 D. kDDkR_6 JR. . .E. 3037 DATE: REGISTRATION EXPIRES 6-30-06 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (�ID N36' 44' 47" E 292. 20' Q A= 20' 46' 42" 573. 00' 207. 80' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS I N36' 44' 47" E 302. 72' _ql Ar 20' 46' 42" 562. 00' 203. 81 ' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N36' 44' 47" E 286. 49' 2 A= 20' 46' 42" 579. 00' 209.971 BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTEROECTION OF N EWPOR�T RD. PIPE k TAG MARKED C"TY IN CAP WELL MOfN. 1964 ELEV.= 1425.301 SCALE: H: 1"=40' V: 1"74' COUNTY OF RIVERSIDE TRACT NOe 30422-1 SCHEDULE "9A" SEWER,WATER & RECYCLED WATER PLP N AND PROFILE LAMPLIGHTER LANE LP.040242 1.D. U-36/U-35 S. A. 41/33 W. 0. 10969 C . 0. , COORD 23-8-j ;"' SHT. 32OF AS i ON R.\d-14590\phose-1\sewer-woter\4590phtsw32.dgn \\srv_rlbt\RtckStondords\lplotVIO\Pen\cOICOM.pen 15-FEB-2006 09,30 DIG A LERT Til I CALL BEFOlm Y4DJ MI 1--227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to exoaVeth% WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT ). (� I CIVIL ENGINEER OF SUBDIVISIONS DATE APPROVALb INITIAL DATE PROJECT ENG. INSPECTION ��- I WTR. OPERATIONS SWR. OPERATIONS - NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE LNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS KEN ISSUED. Olds R FIRE HvoAwNr THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ENG ER SEH D RING BE RESP014SIBLE STRUCTIOFORTHE DETERMINING AN PRIVATE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK ENGINEER REVISIONS DESIGNED BY: CPE DRAWN BY: MRD 15 m -r 287 1432.5 PR 16 288 1432.1 C.G. 8" PVC PRPR 318 n 1432.4 31 7 1432.1 rl T 12' SL 6' E OF CL J U APPR. DATE COUNTY CHECKED BY:JDG 17 v PVC C-900 CL IVWOFCL 289 1431.8 PR L`1;3 316 1431.8 1 , VERT. 1'=4' iv I3oM M � N X39:N Ni-tiD� 0 +;F-o_ = 00 w- a0 m I-- Il- z 291 N °+° 14 31.0 290 1431.4 „ 18 Pa 314 315 1431.2 1431.5 Z PLAN: LAMPLIGHTER LAME 40 20 0 40 80 120 GRAPRC SCALE 1= 40" w tN Z w� w� i- N 0cr JX U- U- a0 OD 0-PEN SPACE LOT 36 19 20 k CENTERLINE DATA NO. DELTA OR BRG. RADIUS - LENGTH REMARKS Q & 28' 13' 2811 573. 00' 282. 27' Q =10' 23' 5811 300. 00' 54. 45' N1' 51' 25"W 79. 93' ® &= 4' 50' 14" 987. 00' 83. 33' • PVC C-'M CL-150 VI ES FROM CL 8' PVC C-No CL 150 FROM 18+36.72 11' W OF CL. TO 19+16.6.4 -74 WATER DATA N0. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A- 28' 13' 28" 562. 00' 276. 85, 2 0= 1 3' 29' 51 " 31 1 . 00' 73. 26' 3 & 5' 12' 47" 289.00' 26. 30' A= 6. 57' 09" 998.001 121. 10' 292 h ®��'� {it I 1�ypTER WAY SEE MEET 41 jw Ln i m V) z rJ 31 3 4K 1431.E VARES FWN CL FROM Wi 51 M [ICI 52 SEAL -COUNTY COUNTY OF RIVERSIDE wjurfurmXL u BENCH MARK: Ess� TRAM RTATIOM QEPART T ESSI 61N ,C42„fl 619.291.07(!7 APPROVED BY: (FA*-19.291.4165 rickev> sariscom M. RIV. CO. B.M-14-63 IN THE TEE , IN CTION OF NEWPORT RD. A. pr ,y s ©* GOOQ„moo„ & L RD. A 1" IRON 33950 Exp.6 30-06 it `� CIV1�.NIt 4�F � CMLX*T' MM & TAU POPM= COUNTY 174 l c- PREPARED UNDER THE DIRECTION OF: CAP WELL MON. % r 0 (' No.33037 1984 ELEV.= 1425.301 KHAL A MA DATE: Exp.6/30//06 �'��. CIVFL ' ��'; 33037 �_ e. '�' N D. D A . JR. S l'us to(. OF G � DATE: REGISTRATION EXPIRES -30-06 rCALE: RECOMMENDED- WILLDAN DATE: 1"=40' V. 1"=4' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 & 28' 13' 2811 579. 00' 37. 62' 2 A= 24' 30' 0511 579.00' 247. 60' 3 N4' 28' 39" W 105. 62' 4 A= 6' 26' 35" 981.. 13' 110. 33' COUNTY OF RIVERSIDE TRACT NOe 30422-1 SCHEIBJLE "AA' SEWER,WATER & RECYCLED WATER PLAN AND PROFILE LAMPLIGHTER LANE I.P.0402* 1 . D. U-36/U-35 S. A. 41/33 W. 0. 10969 C. 0.igiFffiw COORD SHT.:3.'30F d5 -_� JN 44590-A al cm m 0 F_ R+\d_14590\phone-1\sewer_woter\4590phisw33.d0n \\srv_rtbt\RlckStdndordsv plotVl O\Pen\cotcanp.pen 15-FES-2006 08.29 IN J C� DIG ALERT TM CAM. BEFORE YOU Mv. 1-227 2600 UNDERGROUND SERVICE ALERT Cal at least 2 working days prior to exc©Vating. WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS bATE JQTIAL DATE APPROVALS INSPECTION -- WTR. OPERATIONS SWR. OPERATIONS 4106 )?EC / ,09 FIRE HYDRt9NT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COi1MI1E14CE UNTIL AN ENCROA H ENT PERMIT AND/OR GRADING PERMIT HAS KEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE REVISIONS DRAWN BY: MRD CHECKED BY: JDG C.G. V PVC C-900 CL-1'50 . 21 SEAL -COUNTY A. OA h No. 33ii50 i _ Expr6-30-06 A''1`1 DATE COUNTY `04r�'OF VI 23 Az \ViIV wu uu V N PLAN: N"ER LANE 40 20 0 40 8o 120 mommmummi GRAPM SCALE 1% 40' COUNTY OF RIVERSIDE TRAN#PORTATION ©191PART NT AP'PROVED BY: KHALEZ A. DAT : RECOMMENDED-WII.Ys•D�AN DATE: :AL -ENGINEER -' N0.33037 >r Exp.6/30/06 s� f, CIVIL �! OF C.� U N 25 SAN DIECU, CA 92110 619.291.0707 (FAX)619.291.4165 rickensineerinx.com son ,awwaw smawneftgrange rnoewx Tuaon PREPARED UNDER THEE DIRECTION OF: J)N '1u. jjjjlii/� D.NGODDARD JR. .C.E. 33037 DATE: REGISTRATION EXPIRES 6-30-06 BENCH MARK: RIV. CO.8.M. M-14-63 IN THE TEE INTERSE: TION OF NEWPORT RD. & LINOMJERI ER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1964 SCALE: H: 1"=40' ELEV.= 1425.301 V: 1,_4, CENTERLINE DATA NO. DELTA OR BRG. RADUS LENGTH REMARKS (J & 4' 07' 20" 987. 00' 71. 01 ' Q & 16' 36' 18" 500. 00' 144.911 Q A= 10' 16' 18" 300. 00' 53. 78' D NO' 46' 09" E 120. 39' 05 A= 7' 38' 08" 300. 00' 39. 98' Q N6' 51 ' 5911W 50.001 Q N6' 51 ' 59" W 1 68. 00' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS V & 4' 07' 20" 998. 001, 71. 80' 2 =16- 36' 1811 489. 00' 141. 72' 3 =10' 16' 18" 311. 00' 55. 75' 4 NO' 46' 09" E 110. 51 ' 5 NO' 46' 09" E 64.071 6 N21' 43' 51 "W 129. 57' SEINER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 > ©= 4' 07' 19" 981. 13' 70. 59' 2 N0' 57' 39" W 333. 02' 3 N4. 17' 19" W 144.741 COUNTY OF RIVERSIDE TRACT NOa 30422-1 SCHEDULE 'V SEWER,WATER & RECYCLED WATER PLAN AND PROFILE LAMPLIGHTER LANE I.P.040242 1. D. U-36/U-35 S. A. 41/33 W. 0. 10969 C. 0.�v C OOR D=g=.; SHT. 34OF 4J N c" e� 0 Rf\d_14590\phase_l\sewer_woter\4590phtsw34.dgn \\srv_rlol\RlckStandards\lpIotV10\Pen\calcortp.pen �d � J ^ p 36` O z g - F-- U ... 1-- W +17 , , g > 0 1 " W XR4G 12" REC WTR ; 12° 1Aii'R PVC C-®A(i CL- a N BOT 124' WTR 1419.84 v-CD � FAA TOP 12" REC WTR 1418.17 Uti� 11+8 ®6 '°"��___ + 7 = I- a:tLITEl OTI%1 I. tn txi U- r+� 11 SW TO ! •r + I? WTR 2s BOT 1211 WTR 1419A Q 3 N=00 Nm TAP 27 SWR 1415.27I .-'q CIz e;v c 3X4G 2Si " T SD 421.70 + ; p ov•'SOT 3; TOP 27" SWR 1415.28'�- 12" WTR PVC C CL-2t10 0-A(7z 3e N 12.5' W OF CL 9++7 _ TLA WAY , 11 IV I 1 ,1 82 T "00 N00 Q 203 I ?n� �o CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS ( N31 - 03' 47" E 100. 01 ' &= 5' 41 ' 08" 300. 00' 29. 77' 3Q N36' 44' 55" E 1 270. 23' WATER DATA NO. DELTA OR BRG. RA 1US LENGTH REMARKS 1 N29- 36' 07" E 110.361 2 A= 7' 08' 48" 400. 00' 49. 89' 3 N36' 44' 55" E 1 266. 35' " Y. J I'1JV. I� m o 1430.2 14 31.5 12" FXH �GV (N) ,,.. .�----- I 1431.1 (3Y OTHERS) ,: �:PR PRNO. RECYCLED WATER DATA DELTA OR BRG. RADIUS LENGTH REMARKS c�74cn `'�` - - `- �" 1 N31' 03' 47" E 109.79' V�r zt�� B0T 36" SD'qv 1421.54FYI 2 ( - --- ._ 436" -- -- ---------- r TnP Ull WTR 1420.26 1 12. -_-- ____----_=_�______ ____ L W +7'= 611 R " WTA= _ -----_ _-- - -- - ---- BOT 36" SO 1421.50 - - __ _ - - - - r TOP 36" WTR 1420.26 �- - - _ - - - - - - - - - - 36" CP UJ `' ul " 36" WTR XJING I -:__ PR PR PR BOT 3611 SO 1421.59 - 279 I SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N31- 02' 26" E 186. 52' 2 N36' 44' 55" E 206. 20' TOP 36" WTR 1420.25 12 DER + T WAY= 1430.1 �It �� 6 6' E OF: CL 277 _'29+IT.67 CL TIRES LAGM ,(�LO ,�.- 278 1431.E � J to - SOT 36" SO 142t.60 �.. m NOTE: FOR STORM DRAIN IWU TAP 27" Sit 14t5.29 I °° a ` ' '' In I V) z in ac REFER TO "STORM DRAIN N a .- "`: ' a � N PLANS" FOR TR 30422-1 X ° N �? ti 36 �X 27"WR �`+ 'r`n Y r�NMco BOT 36SD 1421.7 C3• w- Ilk WATER/SEWER/RECYCLED WATER A OWED BY: TOP 27" SWR 1415.29 _ > o Q� ��' Z a+0i -a. EASTERN MUNICIPAL WATER DISTRICT + T m ` WK � M o vi • �Mm� DIG ALE R'T 2 + 1. 4 LA s ul Tu CL MH NO. 6' (SB-53, D=601 + o i` > x rn zo 6r - I- + v LI ?�"A (. 1O+A'?,Q r*- 1 + T W �_ m�- x w j + o°� + + 1- CALL CIVIL ENGINEER OF SUBDIVISIONSin A E 36" S XING 12" NBC WTR 8" FLG'D SIDE OUTLET (N) - - 0 BOT 36" SO 1421.80 8" FxH RSGW (N) ~ �' `° °" ~ PLAN: SKIPSTONE WAY BEFORE ! TIAL DATE TOP 12 REC WTR 1418.15 + PROJECT ENG. O 1 +1 .33 80 Pvc C CL-150 40 20 0 40 80 t20 1-8U0-227-2bt)0 APPROVALS INSPECTION _� 12" REC WTR X G i ' S " �X G i C REC � 1W E UNDERGROUND SERVICE ALERT WTR. OPERATIONS -' BOP 12" REC 141 1418.44 TOT 12 50 1421.63 GR�1Pi•�C SCALE 1" - 40' Cad at least 2 working days prior to elcc+et�. SWR. OPERATIONS TOP 12" SWR 1415.20 TOP 12" REC WTR 1418.16 WARMS FROM CL 11+00 PO 11+;,0 F RIVERSIDE SEAL-ENGINr_E %20MIA" ROAD I.P.040�i t I. D. u-36/u-35 NOTE: 4/06 EC / RLdD FIRE Hy�iSwr SEAL -COUNTY COUNTY 0 SANDIEaO CA92110 BENCH MARK: TRAM WI)ATATI'ON D2#, AAT MT 619.291.0707 COUNTY OF RIVERSIDE S. A. 41/33 WORK CONTAINED WITHIN THESE PLANS SHALL ESS� NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.41b5 RiV, co. B.M. M-14-63 IN THE TEE rieken ln*srla .eom INTERSECTION OF I�IEWPORT RD. T AND/OR GRADING PERMIT NAS KEN p A. p� � O• GODn� FERMI ,h ,� a s.n ` o O -nmr, & L A 1- I1�0" TRACT N O. 3 0 4 2 2 -1 W. 0. 10969 h ? �+' CAP WEPIPELL MON�� COUNTY IN SCHEDULE '94" % C. o.PAilt ISSUED. , Nc.3 �c n o �. _ PREPARED UNDER E D ECTION OF: _ SEWER, WATER & RECYCLED WATER COORD�-; THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6_30-06 1 Q 191�+1 ELEV.- 1425.301 RESPONSIBLE FOR ASSURING THE ACCURACY OF No63037 PLAN AND PROFILE DESIGN AND ACCEPTABILI TY OF THE WORK HEREON. DATE BY MARK APPR. DATE � �. KHAL A. OT AN DATE: � Ercp.e/�/os * . SHT. ��OF IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY b ��' CIVIL �! APPROVAL OR DURING CONSTRUCTION, THE PRIVATEJO N D. DDA J . R. .E. 037 S K I P S T ON E W A Y SHALL BE RESPONSIBLE FOR DETE AN ENGINEER REVISIONS COUNTY�FOFI`V+l� ��_ Ip C,^ _ �bs oSCALE: ENGINEER � � CA�� DATE: Is/(,I,( ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG REC0 11S ENDED-WILL0soR DATE. EGISTRATION EXPIRES 0-06 1"=40' V% 1"=4' DESIGNED BY: CPE DRa�+N BY: �tI2D H APPROVAL BY THE COUNTY. _ R,\d_14590\phose- 1\sewer_woter\4590pht sw35. dqn - \\s"_rIbt\Rtokstondords\IpIotV10\Pen\col comp. pen 06-MAR-2006 11-18 1, 00 0 i 14t3W.055���"' N b * 05 M 1431.5 I? P"VC C- CL-20fi �, co 12.5' CI. SHEET 38 N ;im ��- �� 206 �' B IGAINM E o� p N N x COURT X = 1431.9 a, V)uiM nMco I C3� w 12•PCCM(x.2w �Nr- ` N Nw ?(A3 -, 125' W (11 AR 20_ Mm� �= o � z 1432.5 Z cr -0+ L+- Z M CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q N36' 44' 55" E 87. 77' & 53- 23' 57" 300. 00" 279. 60' 3 A= 16' 40' 03" 300. 00' 87. 27' ( NO' 01'01"E 45.37' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N36' 44' 55" E 87. 77' /&= 53' 23' 57" 287. 50' 267. 95' 3 A= 16' 40' 03" 312. 50' 90. 91, 4t2 N0001'01"E 45.37' 208 wo -= 09 �� - 221 h 1433.1 +Npp co 1 432.3 + 276 -- / a 1431.7 0 . 1 R/W °° 4 _� „ r ru 30 RC SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <j> N36' 44' 55" E 87.771 <2> 0= 50' 06' 32" 306. 00' 267. 62' 3 N9' 27' 31 "W 102. 70' 4 NO' 01 ' 01 "E 1 45.371 275--------_- - o =_ 'A 1432.1 2 pR w I Cc q z4:>, 4 PR 11;PR 270 26� ` �w�� P 1432.2 Do•N in 1r' i 273 ° R/W PR++ 1431.9 - NV-Z �-* �Q Q w V E EF CL 1432.7 _N 272 2 71 -� ++ `° Ono:�- o r S M FI ®, 14 3 2.7 14 3 2. 5 .,� - X ri O � cp i • ,o AMS FROM CL � z � x fn zoo: � 6' E OF CL C)D 0 U'), r-- _ o. WATER/SEWER/RECYCLED WATER APPROVED BY: o o� = 1r' T 00L) + m DIG ALERT E STERN MUNICIPAL WATER DISTRICT + �mq n z-' ^n�,'-o 'M 3 �U z Ln �? ?� CPO V QAU CIVIL ENGINEER OF SUBDIVISIONS DATE CO rmn P I: SKIPSTONE WAY-� � � BEFORE INITIAL DATE YOU DIG! 40 20 0 40 8C 0 120 PROJECT ENG. NOTE: FOR STORM DRAIN INFO 1-8W-227-26W APPROVALS INSPECTION REFER TO 'STORM DRAIN PLANS" FOR TR 30422-1 N- G�AP1C SCALE 1- 40 UNDERGROUND SERVICE ALERT WTR. OPERATIONS �� von Cal at boat 2 workkV days pry' t0 sxow#ctk4 SWR. OPERATIONS -� NOTE: ¢/06 REC ADD F/ f1YlPI/T SE4L-COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER %zaFt',ms6�eD BENCH MARK: I.P. 04024$ I . D. u-36/u-35 � TRA�I��RT�Ti��l ��lAltT11#�T �"°�".`"g210 COUNTY OF RIVERSIDE S.A. 41/33 � WORK CONTAINED WITHIN THESE PLANS SHALL t '`LESS/ 619.291.0707 �s NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: ®@ , (F629."1.416s RIV. CO. B.M. M- M-63 IN THE TEE rickent eerin .com �jT PERMIT AM/OR GRADING PERMIT HAS KEN ,� ' �o A. ©r �, G oao � � �� P � ct G aK E � �. TRACT N O e 3 0 4 2 2 -1 `� �' � �' '4'PD �'i $•,, �"� "'�"�", r"�"•n *..--- F'IRf &TAG If(ED COUNTY IN � W. O. t0969 ISSUED. c- PREPARED UNDER THE D ECTI N OF: CAS' WELL �• SCHEDI LE "A C. 0. THE PRIVATE ENGINEER SIGNING THESE PLANS IS P10.339bfl �.3j Exp f-3fl-06 t ' Q SEWER, WATER & RECYCLED WATER COORD _ -4, RESPONSIBLE FOR ASSURING THE ACCURACY OF t�4 ELEV.= 143'5.301 No.3303T PLAN AND PROFILE 45 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. 0 MA DATE: Exps/30/06 SHT.j OF IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE REVISIONS COUNTY '�7 CIVI �? � `, s�� J�Q. "�, A A CIViL .� D. OppAflp JR. R. .E 37 SCALE: SICIPSTONE WAY ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER rF OF CA0 ., _ 19. c _ S1 oS� o b ' , - � REGISTRATION EXPIRES 6-30-06 ��_ � �� ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED- DATE: ����� DATE: H: 1 -40 V: 1 -4 D- p� APPROVAL BY THE COUNTY. O -, JN 145�90-A R.\d_14590\phase-1\sewer_woter\4590phisw36.dgn \\srv_rlbl\RtckStondords\IpIotV10\Pen\colcomp.pen 15-FEB-2006 09.10 H DIG AIRT EASWATER/SEWER/RECYCLED WATER APPROVED BY: TERN MUNICIPAL WATER DISTRICT ,4Tj'm kt I L 2),17 QUI CIVIL ENGINEER OF SUBDIVISIONS D E ik"m r D11TIAL vw I t PROJECT ENG. _ 1--SUO-227-20 APPROVALS INSPECTION f UNDERGROUND SERVICE ALERT WTR. OPERATIONS Cal at bast 2 working days prior to sxowratkxt SWR.OPERATIONS — NOTE: 41m REC 1 Rap FIRE HYDRor WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PEST HAS KEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETE AN ENGINEER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE T REVISIONS DRAWN BY: MRD ■_ 0 CHECKED BY: JDG APPR. DATE COUNTY C C.G. I r PVC C-W00 CL-O 21 Z N N PIi: SKltl WY 40 20 0 40 80 120 GRAPHC SCALE 1 40" SEAL -COUNTY COUNTY OF RIVERSIDE TRAM RTATIONi DgPARTMNT qwEU I APPROVED BY: A. 0 No. 33950= Exp.6-30-06 CI V 1�. 4r£ OFCjkkL` KHA A. Cf N f2 C , RECOMMENDED -WILLS ,AN 2g- i DATE: ATE: 06 AL- ESS/ GOQp,� cs c- No.33037 tr\'op,xp0IVIL�4fe'C rm /.J' S, # E� t`N1 N0 I R5Gv IOR l5) r, r r, 12"u FX4i ND c CONCEN ,,,VuGERtE) 194r8$'36ja0 3aM�g,gbl 5620 f11EiARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ricken iseerin .com Nan Overslde Swwanww orange Phoenk Tucwn PREPARED UNDER THE DIRECTIO"! OF: HN D. GODDARD JR. . .E. 33037 DATE; i REGISTRATION EXPIRES 6-s0-06 BENCH MARK: RIV. CO. &.* M-14-63 IN THE TEE INTEiI CTION OF NEWPORT Imo. & LINDEN ER RD. A 1" IRtNI PIPE & TAG MANED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 SCALE: H: 111=40, V. 1„=4, CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q NO' 01 ' 01 " E 324. 50' Q A=10' 28' 16" 300. 00' 54. 83' (DjN10-27'15"W 78. 85' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 NO.01' 08" E 324. 50' 2 &=14' 47' 19" 1 289. 00' 74. 59' 3 N14' 46' 12"W 1 44. 99' SEWER DATA NO. DELTA OR BRG. RADUS LENGTH REMARKS 1 NO' 01' OI "E 324.501 2 A=10' 46' 27" 751. 18' 141. 26' COUNTY OF RIVERSIDE I . D. U-36/U-35S.A. 41/33 TRACT NOe 30422-1 W.O. 10969 SCHEDULE "A" C.O. SEWER, WATER & RECYCLED WATER COORD�$_ PLAN AND PROFILE SHT.70F 45 SKIPSTONE QUAY D 0 n R.\d_14590\phose_l\sewer_woter\4590phisw37.dgn \\Srv_rlbl\RICkStondards\IpiotV1O\Pen\co.lcomp.. pen 15-FEB-2006 09-12 JN 14590-A DIG ALERT TY CALL BEFORE l�J Ili! 1-800-227-26M UNDERGROUND SERVICE ALERT Call at boat 2 working days prior to ®xcavatNn% WATER/SEWER/RECYCLED WATER APPROVED BY: ASTERN MUNICIPAL WATER DISTRICT .e•�. 3 7 , CIVIL ENGINEER OF SUBDIVISIONS DAT INITIAL DATE PROJECT ENG. APPROVALS INSPECTION WTR. OPERATIONS r— SWR.OPERATIONS — �'- 10 TWN 11L C.G. A" PVC C-t➢AO CL-150 11 0 CL PLAM-BRIGANTIM 40 20 0 40 s0 120 GRAMC SCALE 1' �c- 46' 13 N H 14 WAY SET 36 .O• � 5�35 ` � 56l ! ►V N� 3t6b•'' G "SEE F` 12"x� HRS PT R'SWl 8l FXH pD CENTERLINE DATA NO. DELT4 OR BRG. RADIUS LENGTH REMARKS p= 34' 41 ' 36" 500.00' 302. 76' ( N93. 12' 09" E 1 76. 00' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 0 & 37. 52' 1211 2" 511. 00' 337.751 2 NS3' 12' 09" E 1 65. 65' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 & 42' 22' 25" 5.13. 76' 379. 95' NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 56261ItbOWAD BENCH MARK: I.P.04024Y2 I.D. U-36/U-35 WORK CONTAINED WITHIN THESE PLANS SHALL TRA*'OPARTATIO* D ART MT ESS/ SAND°'`"92"° COUNTY OF RIVERSIDE 619.291.07°7 S. A. 41/33 NOT COMMENCE UNTIL AN ENCROACHMENT � A P P R O V E D B Y : ,, (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRIMING PERMIT HAS KEN ri=ke 'neeriA com INTEf CTION OF IEWPORT ! D. a,,,, Tumn A LAGER RD. A 1"IRON W, 0. 10969 ��© A. or •�°�° TRACT NO 30422-1 ISSUED. � �, �,,� � p � PIPE &TAG MARKED COUNfiY IN r Nc�.334d50 ; PREPARED UNDER THE DIRECTION OF: CAP ALL MON. SCHEDULE 'AA' C. 0. , _ SEWER, WATER & RECYCLED WATER__ THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp�_�_� � � � f 0 (140.1 X7 DESIRESPGN SIBLE FOR AND ACCEPTABILITY OFING ETHECURACY OFWORK HEREON. DATE BY MARK APPR. DATE ALE A. 0 HMA DATE: Exi0s t984 ELEV.= 1425.30t PLAN AND PROFILE CHORD IN THE EVENT OF DISCREPANCIES ARISING AFTER COMITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE `p' CIVt1, P `rJ' civw �! BRIGANTINE C 0 U R T SH T. OF ENGINEER SHALL BE RESPONSIBLE FOR DETE AN ENGINEER REVISIONS COUNTY �r�.� `� %00_ _ 1� (� slos�d '�%C• � ' S �� D. flDDARD JR. .E. 3037 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Ct�. DATE: REGISTRATION EXPIRES 6-30-06 APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED -Wig. pAN DATE: H: 1"=40' V: 1"=4' D u R.\d_14590\phase_l\sewer_water\4590ph1sw38.dgn \\srv_r Ibl\R Ick$tandards\Ip Iotvl O\Pen\co IcoM. pen 15-FEB-2006 09.34 9 ■ •wm w..vrr°wrvw yr r r'R/M r GTi+MG..7/ �' 11111 . T012k�� �1F CUL DE 11 + 1 g.A6 TO INTERSECTION , 233 1438.3 M 234 PR pfflR ' i OPEN SPACE 363 14s.o 235 �•9�' c 1436 0 256 ccLE 9+7 .60 9" PVC C-9m CL-150 N • ' 1 VW OF CL ` 't lS8 y61 PR75 • 62 k +77 7 6" FH PER STU.DG.B- 2 OD _ 12, 22"Sa 1 11 �yG 429• WATER DATA NO. DELTA OR BRG. RAMS LENGTH REMARKS 1 N2236' 44" E 54.47' 2 A= 37' 00' 13" 289. 00' 186. 65' 3 N14.23' 29" W 39.63' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 &= 38- 45' 52" 306. 00' 207. 03' 2 N1 1. 12' 54"W 73. 93' PR � 232 7 25 RR + \ 1436.3 1438.2 y PR PR .r P 231 228LO -` 1437.8 230 it R 229 Q 1436.5 Cl437.5 V E OF CL 1436.9 , e— WATER/SENDER/RECYCL D WATER APPROVED BY: DIG ALERT Ef STERN MUNICIPAL WATER DISTRICT Z TAct J - 9vL4.,-.,L s Ilk ( CAU CIVIL ENGINEER OF SUBDIVISIONS DATE' PLAW ERFIELD CIRCLE BEFORE INITIAL DATE YOU M. PROJECT ENG. ®# i�r! 40 20 0 40 80 120 1400-227-26W APPROVALS INSPECTION UNDERGROUND SERVICE ALERT I WTR. OPERATIONS — --A GRAB SCALE 40' Call at boat 2 working days prior t0 exomtki% SWR. OPERATIONS NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620FRMROAD I.P.040242 WORK CONTAINED NITf+IN THESE PLANS SHALL TRANSPORTATIO* DSPARTNT Est i s1�-�^92t10 BENCH MARK: I . D. U-36/U-35 6,9.29,.�707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT NT APPROVED B Y : (FAX)619.291.4165 IUV. CO BJIA. M-14-63 IN THE TEE S . A . 4 v33 ��,0 ricks" ineerie .com & LiND CTIONNNER OF NEWPORT RD. TRACT N 0 e 3 0 4 2 2 —1 W • 0 • 1096'9 PERMIT AND/OR GRAL3iNG PERMIT HAS BEN � �4 A. OT 't�, p. G�"� s� ,,� tuaswt & LIINOEI�RSEft A` t"MON ISSUED. �' p PIPE & TAG � COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS ' No.332W -~- PREPARED UNDER HE IRECTION OF: CAP WELL MON. SCHEDULE &A• C.O. - - RESPONSIBIE FOR ASSURING THE ACCURACY OF ExP.6-30-06 ''"" No.3303i 1�4 ELEV.= t425.30t SEWER, WATER & RECYCLED WATER COORD__ -�, DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APR. DATE KH D A. HM DATE: Exp.6/3©✓04i * PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 4JAfjaA or SHT. OF APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REV;SIONS COUNTY �'T cIV�� `' ���! civil �� N D. D RD JP. ..E. 37 A ENGINEER SHALL BE RfSPONSIBI.E FOR DETE AN �)A S /nS ( 6 to %' SCALE- HEATHERFIELD CIRCLE 9" ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - - OF CA1.� DATE: ` REGISTRATION EXPIRES 6-30-06 !/ APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN $Y: MRD CHECKED BY: JDG RECOMMENDED -WILL -DAM . DATE: H= 1 =40 V: 1 =4 D-/+''T JN 1"1110-A Ri\d_14590\phose_1\Sewer_woter\4590ph1 sw39. d9n \\srv_rlbt\RickStandards\IplotV10\Pen\coicomp.pen 15-FEB-2006 09.28 - W N �� nr c. �\ P Cd h 256 1436.4) 257 1436.3 RWATER/SEWER/RECYCLEDrT DIG ALEEASTERN TM CALL BEFORE "OU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Cap at least 2 working days prior to excavating. WATER APPROVED BY: MUNICIPAL WATER DISTRICT 6,L ■■ (7 CIVIL ENGINEER OF SUBDIVISIONS DA i APPROVALS INITIAL DATE PPOJECT ENG. INSPECTION r -� WTR. OPERATIONS -� 1 swR. OPERATIONS NOTE: WORK CONTAINED WITHIN THESE PLANTS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. 41,04 RFC CMA>Vg FH PER 0-356 TO SUPER FW P0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNT:' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK ENGINEER REVISIONS DESIGNED BY: CPE DRAWN BY: MR) R,\d_14590\phose_1\sewer-wafer\4590ph1sw40.dgn •. &r.: rit.i'.pen 24" )�L CG 18" PVC C-905 CL-236 RECYCLED WTR 11 9m 37 8" PVC EWER PER D-26463 CENTERLINE DATA TR 29837, IP 020074 3f+10,15 CL ROCKPORT _RW= NO. DELTA OR BRG. RADIUS LENGTH REMARKS 10+00.00 CL PROP STREET "G" 8 0 A= 21. 49' 53" 850. 00' 323. 88' EXISTING SEWER LIFT STATION ■ � N56. 20' 35" E 71. 38' PER D-26832, TR 29837 $ 3 0 IA= 21. 51 ' 18" 850. 00' 324. 22' + <4 A= 1 7. 1 4' 1 8" 1 600. 00' i 180. 52' 6"'SID XING 18 C WTR �a� _ - - : ; - - _ _ " _ _ - �'l WATER DATA BOT 36" SO 1424.72 _ - lz TOP 18" REC WTR 1422.7. e°� , - , = NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1€r C-905 CL-235 PWpS _ - J 4+6 0 ' REC. WTR 6' 8 OF CL 18" FxH PVC -STEEL ,00-0 36 4 = 0 p= 21. 49' 53" 871. 00' 331. 88' WITH TELEMETRY CABLE ADAPTOR f s y (,% 2 N56' 20' 35" E 71. 38' AND LOCATOR WIRE v0. 4 p= 21. 51 ' 19" 871.00' 332.24' C_ - T -_4 �', - /* - 4 A= 1 7' 1 4' 16" 579. 00' 174. 20' L �P _ :ABLE : L� iR �____ NOTE: FOR STREET IMPROVEMENTS " - SEE MS 4074, FOR TR 30422-F 6„RC 0, 1 3A 24"gs-MCL.15,0 18" ~a .�' WITH TELEMETRY CABLE - 33 _ ci 1 a - - 3 AND LOCATOR WIRE TR 30422-F m a. z �D r- � ; � n. a.w N v Cn = 3 � Cl owo W v1� rn Ina�cn 30 1434.8 �: 1 wr X_ - +<Y ox p� ao N M (D Il o x RAW 1434.7 +grL�W - �in N Ma c = 8"PVC CL150WATER w N M W m 6 m 00 PROPO ) 30#22-F M� 18" CML&W&CIC CL-160 ►- cn 35+89.42 V N J F-- 8" FLG' SIDE OU LET a M rn V_ InM y RAC. WTR 6 S CL o w< w 8" FXH RSGV (S) r o WITH TELEMETRY CABLE .1O ] = 1424.42 CG om AND LOCATOR WIRE cn m d V) • SEE WATER NOTES FOR + m cr w +o I STEEL PIPE, ON SHEET 45 m w o W w N SEE ETR STRE0422ET IMPROVEMENTS PLAN: ROCKPORT ROAD NOTE: FOR STORM DRAIN INFO 40 20 0 40 80 120 REFER TO "STORM DRAIN PLANS" FOR TR 30422-1 GR AI C SIC tLE ? - 40' SEAL-COU[JTY COUNTY OF RIVERSIDE SEAL-ENGINEER5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 TR4NOPORTATIOM DIfPART #iT ESS/ 619.291,0707 1 (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE P� '� APPROVED B Y : � INTEFiCTIOW OF NEIMPORT RD. ncken 1neQnn eom 9 A, pT F' �.+ Q. GOC�pM oentde I;ri r sto bran`e Phoenix Tucson & LPCIENDERGER RD. A 1" IRON PIPE CAP tLLAMON. MARKED COUNTY IN z c. PREPARED UNDER T E IR CTION OF: Exp.6-30-06 5,0� Is-.�lQ : No.3303i 1984 ELEV.= 1425.301 APPR. DATE K'1A A. HM DATE: Exp 6/30/06 up CIVIL �l COUNTY `�T4 clvc�, �_ ��� - J D. GO DARD R. R.C.E. 30 7 SCALE., - O' Ca% \T - SI05 ° �' Of �k�.\� DATE: R ISTRATION EXPIRES 6-30 CHECKED BY: JDG RECOMMENDLD-WILLDAN! _ DATE: H: 1"-40' V: 1"-4' omlo 'SEWER TU (= (J040 TEMP 8" SWR END CAP I2 tFUTURE MULTI -FAMILY SITr IE=1424.18 NIcJi' INSTALL C.O. TI- PER STQV SB- r11T1► ac 111I CALikI ( C r I J T U R E MULTI— FAMILY SITE 34� 30 31 32 1 2 2 2411 C W 0L-160, 21, WITU TELEMETR) AND LOCATOR 28 .mc262 2259 260 O O 5Go C5.2 15�rn m SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 10' 1814711 844. 00' 151. 92' 2 N22' 08' 19" W 1 82. 00' RECLAIMED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 21' 49' 53" 856.001 326. 16' 2 N56' 20' 35" E 71.381 3 A= 21. 51 ' 18" 856.001 326. 51 ' 4 A= 1 7. 14' 18" 594.001 178.711 COUNTY OF RIVERSIDE TRACT NOo 30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE ROCKPORT ROAD 242 I . D. U-36/U-35 S. A. 41/33 �; W. 0. 10969 C. 0. COORD jj:: '% SHT. 4 OF 45 JN 14590-A �.� . 77 :. .. :; ... ............ V .. ... ..... . ... .... ... . ......... ............................ z 4 Ln �- , d 3C C9 Er I Lj WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT 744 �, CIVIL ENUINEER OF SUBDIVISIONS DATE BEFORE INITIAL DATE YOU 'I PROJECT ENG.' I-800-227-2 APPROVALS- -INSPECTION -� UNDERGROUND SERVICE ALERT WTR. OPERATIONS C t lane+ 2 WOrI(� � prior t0 eX60Vtitwig. SWR C°ERAT;J.., CL SEE SKEET 33 L MPL!GHTER 293 'E 313 1431.4 1431.4 PR 10+ 5.98 SHEARWATE 8+89.16 LAMPLIGHTE PR CL MH NO. 51 (SB-56) LIMITS 0 CL C.G. 8" PVC 5= .5477 C-900 CL 150 ,. C.G. FUTURE G. 8" CML&W&CMC > 8" PVC CL-1 0 PER TR 30422-F 13 Ln VS FROM CL FUTURE • FR�iI MH55 (p z TO 11 +94.08 STREET * n rn PHASE 1BOUNDARY TR 30422 & CONSTRUCTION LIMIT I'll D 8" PVC IWTR 1VWOFCL PER IPAdCT 30422-F 11+ 7.78 END SWR T g 2 w n w n TEMP 12' SWR END CAP " L all PVC C-900 CL-1 50 o vl c SWR CONSTRUCT. LIMITS 1431.1 ` 11'SOFCL FUTURE �1,'m1 FUTURE TIE-IN FOR " PASEO N I TR 30422-F 6 4 " i I I I I t _- PROPOSED 12" 11EE I_ �- -F PER TR _ ao R/W PER TR 304 1 1 11 R/W -------- / /1 8N PAD 3 - 3 smIrEOFCL PIER 30422 F I ccy 1431.2 r------------------ 2+ ,1 STREET YG 11+27.00 1+91. 8FUTURE l� �� CL FUTURE MCI PRR TR 30422-F I 6" Fxti PVC -STEEL ��.' R/W 11 „ ADAPTOR IZ Go 8" CML&W&c " PR I; IMPUG TER SEE WATER _40-TES FOR FUTURE PROPOSED 8 PVC FUTURE Lhc STEEL PIPE, ON SHEET 45 PASEO WTR 11 S OF CL '+� 11+ 0 PE." TRACT 304n-F SEE SHEET 6112 00, p STD. DWG B-658 + ^7 TR 304=-F 8" FxP PVC -STEEL ADAPTOR WTR CONSTRUCTION LIMITS TEMP WTR END CAP N 8" PVC C-900 CL-150 FUTURE TIE-IN FOR 1 VS OF CL TR 30422-F PLAN: TER WAY 40 70 0 40 80 120 GRAPHIC SCALE 1"= 40" 0 0 SEAL -COUNTY COUNTS OF RIVERSIDE EAL-ENGIN SANDtE620 hO,CAr92 BENCH MARK: NOTE: ` SAN DIEG70 CA 92110 TR'ANSPORTATtON DS'ART wT ESSI 619.291.0707 WORK CONTAINED WITHIN THESE PLANS SHALL E APPROVED BY: IFAXiI9.291.a16s RIY. CO. B.I. M-14-63 IN THE TEE NOT COMMENCE UNTIL AN ENCROACHMENT rickertgfneering.ccm INTERSECTION OF NE�flRT Fes. T AND/OR GRADING PERMIT HAS BEEN , �0 A• ©T - PEFByti �� ISSUED. No.33%0 �^ THE PRIVATE ENGINEER SIGNING THESE PLANS IS EXP.6-30-06 _ RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KF'AL A. OT A DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MAPK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY REVISIONS O U N T Y sTgr APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER / -�- C^- ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN � �� � ACCEPTABLE SOLUTION AND REYISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAIJ APPROVAL BY THE COUNTY. R.\d_14590\phase-l\sewer_water\4590phlsw4l.dgn \l rvzrlp?1RIFK�Vn€orle�!pIgtyIQ\ppn�goIpomp.pen 8" FLG'D TEE 8" RSGV FXH (N,S,E) 12" SEWER VACS FRO#JI C6. FROM MH 51 TO MH 55 1 1431.0 10+06.81 SHEArWATER WAY 8" WTR XING 12" 51iF BOT 8" WTR 1423.79 TOP 12" SWR 1418.36 GODp wee „ P&ikL & TA6AtIt I t I). COUNTY IN PREPARED UNDER THE EC ION 0 CAI' WELL MOO. N0.33037 19134 ELEV.= 1425.301 DATE: Exp.6/30/os ��. CIVIL I J D. GODDA JR. R. 3 37 SCALE: .S�oS f L 6-30-06 DATE. RLSISTRATION EXPIRES H; 1 -10 V. 1 -4 DATE: CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (: N88. 19' 11 "E 66. 38' A= 20- 06' 24" 300. 00' 105. 28" (1) A-15' 32' 46" 300. 00' 81.401 ® N87. 07' 12" W 66. 50' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N88' 19' 11 "E 76. 48' �= ?0' 06' 24" 289. 00' 101. 42' 3 0= 6' 25' 14" 311.00' 34.851 4 A=12' 00' 20" 311. 00' 65.171 5 N90' 00' 01 "E 43.23' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <1> NSS- 25' 37"W 126. 50' 2 A= 6' 17' 25" 1 606. 15' 66. 55' 3 0= 12. 03' 26" 1 606. 1 5' 1 127. 56' 1 FUTURE I.P. COUNTY OF RIVERSIDE TRACT NO" 30422-1 SCHEDULE IM SEWER,WATER & RECYCLED WATER PLAN AND PROFILE SHEARWATER WAY m 1. D. U-36/U-35 0 S. A. 41/33# W. O. 110969 C . O. ,► COORD -R_ ;J5 SH 41 OF 45 qJWA D -JAU* 4 5,9,90 JN 14590-A W v El iFf 11 12 T DIG A 1 WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT TM V-4-i ) &I-Im G 11 ZA Ki CAM. CIVIL ENGINEER OF SUBDIVISIONS DATE BEFORE INITIAL DATE YOU DIG! PROJECT ENG. swill 14W-227-2600 APPROVALS INSPECTION UNDERGROUND SERVICE ALERT WTR. CPEP 1TI NS Cal at loot 2 working days prior to exomthg. SWR OPERATIOivS -= �► NOTE: 4 6- C ► H, N6 rE 1" 0 F F N — WORK CONTAINED WITHIN THESE PLANS SHALL —. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS ENGINEER SHALL BE RESPONSIBLE FOR DETER OMG; AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD APPROVAL BY THE COUNTY. Rt\d_14590\phose_l\sewer-water\4590phlsw42.dgn \\srv_rlbl\Rick$tondords\lplotvl0\Pen\oolGomp.pen 4F09 1101 I l 1� 35 37 PPXNKAM 8p 3 8" SEWER 8" WATER PER VARIES TA E OF CL 1 + MH 32 TO Pkaf� � oeft STD RWG N0. STA 39+83.4 p� 64vs B- 62. 10+ ` 3 GV 40 12" PVC C9a CL-150 11' S OF CL 41 8" tour vvtm ti 8 H A H onI r- yr VL I 8, CL +74.15 —4 8" WTR XING 8'fE 39+83.44 TO MH 40 12" PVC C-M CL-150 OT "WTR 14 .39 ` t= 15 W CL OP 8" SWR 1419.37 SWR BOUNDARY CSTUP TIG�J 18" • ;,.� Q FUTI RI �, RC - U) LAKF 2 R/W1 P RC Pj am 374 7 NHASE BOUNDARY-_ BOtCONSTR�JCTION - - �- = � M NDARY 3a P -1 r? o -�� p 2 � 2 J' G+ PR D 1 WATER PER o = + o C-)p o 30422-2 cn 2 / O.t > fANN+ O+ '�S. N� i► N n N 7a G J� r + tT +Odd+ -n-n'''�'N_'�.s �.+►�t �c. � G n W 6 Z tJff� � � 'O L � • 1 O �, 2 Z ; _pp 77 0 / tr►G G LipL t/� � Ln N i'` / � / R/W � Z� mn ��� A ��N Nam; �� . c ►r LA -� _ 12' CML&W&CMC CL-15o WW oow j IVSofLFUTURE71 o_� cr SEE WATER NOTES FOR LAKE I �`-. �= STEEL PIPE, ON SHEET 45 GIN - (�r • 0 yp ' % � �'` ,� 3 4 4 8" PVC C-900 m-180 ~ �� c� 11' S OF CL Q ' o �► �• N L >O u�C © PLAN: LA► UNA VISTA DRIVE & FUTURE • H N O 40 20 0 40 80 120 NOTE: TE FOR STORM DRAIN INFO GRAPM SOLE 1" - 4040-' REFER TO "STORM DRAIN PLANS" FC-3 TR 30422-1 ' DE SAL -EN INEE 5620 FRIARS ROAD SAN DIEGn, CAOil 10 BENCH MARK: SEAL -BOUNTY g COUI TY OF RIVERSIDE Eel. TRANSP©R . ATION ®2-PART NT E � 619.291,0707 �I APPROVED BY. (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE y ricken ineerin .cum INTERSECTION OF NEWPORT RD. D ,`4 p A. T � . � '"©. G Oral oentz ucson PPE ADENTBAGGI"ZGMARK D OUNTY N I , CAP WELL MM f � PREPARED ,}NDER TH ECTION r_ Exp.6-30-06 s I S ` `� Nt>.33fl37 19l14 ELEV.= 1425.301 APEi'. DA i E KHA A. H DATE: Exp.6/30/06 Its COUNTY `���� CIVIC. P s� CIVIL �� � � �+ �d G� .�� J0VN. GODD JR. .E. 33037 SCALES S Cl%�� DATE: STRATION EXPIRES 6-30 06 OF cp L1. CHECKED BY: JDG RECOMMENDED -WILI:pAM _ DATE: H: 1"=40' V. 1"=4' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Qj A=15' 514811 900. 00, 237. 14' �2 A= 18' 38' 59" 850. 00' 276. 65' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 &=15' 01 ' 29" 915. 00' 239. 94' 2 A= 1 1' 14' 52" 1 835.001 1 163. 92' 3 0= 7' 27' 1 5" 1 835. 00,1 1 108.631 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 5' 01 ' 46" 1450. 00' 127. 28' 2 0= 2' 21 ' 48" 985.00' 40.63' COUNTY OF RIVERSIDE + TRACT NOe 30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE LAGUNA VISTA DRIVE Q N C" 04024<2 1. D. U-36/U-35 0 S. A. 41/33 er; W. 0. 10969 C. 0. COORD j-D-j2;45 SHT. 42OF 45 D-A:4 40 0 JN 14590-A v W SHEETS ROCKPORT ROAD 24" SDOXING 18" REC WTR BOT 24" SD 1426.13 „\ �R TOP 18" REC WTR 1422.87 X18" RCP 1811 17+07.06 .P 4" SID XING 24" WTR �. `� BOT 24" SD 1426.07 TOP 24" WTR 1424.48 1101-01 23�D.54 1RocffpoRT RD. W " I fD .06 LA6lWR Y/SM DR' )_ 8"FXH RS6V S)PE UTLET ,Rep 17 24" CML&W&CMC CL-15© Q W I 21' S OF CL f-- W ( " N 2 +79.54 ROCKPORT RD > " 1 +07.06 LA UNA VISA DRLLJ Q 12" FLG'D SIDE OUTLET LLI i 12" FXH RSGV (N) Z 17+ 7 6 :D 30" SD XING 24" WTR (D BOT 30" SD 1426.28 Q TOP 24" WTR 1424.58 �I 16+ 2 6 ;r 18 RCP j 30" SO XING 18" REC WTR BOT 30" SD 1426.33 ROCKPORT TOP 18" REC WTR 1423.13 22+48.54 SHEET 6 6"SUPER FFf PER SrD.D" B-516 NOTE: 4/d6 REC MV RRE HY C f"f F14 PfR B-3546 10 SI�ER FY PER B-516 SEAL -COUNTY � COUN 1 Y 01- HIVLHK )IUL StAL-LNUINttK 5620 FRIAR5 ROAD BENCH MARK: SAN DIEGO, CA 52110 WORK CONTAINED WITHIN THESE PLANS SHALL AaO 817PY6 YfTP IN L06LIM4 Y13TR DR. FESS1 TRA PORTATION DWARTIONT IFass/ 619,291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT A P P F O V E . B Y e (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE ANY rickengineering.com INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN y fit, A• or GODQ �,. Q• No mw Ri,wnma iaaar"io Orange Phoenix Tucson & LII<'lDENBERG" RD. A 1" IRON ISSUED. PIPE & TAG MARKED COUNTY IN No.33950 D ` PREPARED UNDER THE RECTI N OF- CAP WELL MOM. THE PRIVATE ENGINEER SIGNING THESE PLANS IS / RESPONSIBLE FOR ASSURING THE ACCURACY Of Exp.6-3� 06Sr N .33037 1984 ELEV.= 14?5.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHAL A. 0 M DATE: * Exp.6/30/06 tr IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE Jj CIViL ! ENGINEER SHALL BE RESPONSIBLE FOR DETERk1 *M AN ENGINEER REVISIONS COUNTY 4T CI V I �� �� r f'j . D. G ARfl JR. R.0 33 7 N A REVISING THE PLANS FOR OF rA1-t \ l_// ,S hss )O C" c �� SCALE ACCEPTABLE SOLUTION AND E � CIII .DATE: � EGISTRATION EXPIRES 6-30-06 , APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG REUOMMENDED-WILGDAN' DATE: H: 1 =40 V.. 1"=4' R�\d_14590\phose_1\sewer_water\4590phi sw43. dgn \\srv_rlbt\R IckStandards\Ip IotV 10\Pen\co I comp. pen CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N4. 14' 03" W 128. 98' (2 A= 5. 00' 22" 1000. 00' 87.37 C3 NUJ- 46' 1 9" E 1 1 532. 74' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 N4. 13' 53" W $9. 97' 2 A= 5. 00' 12" 965. 00' 84. 27' 3 N0. 46' 19" E 490. 73' I.P. COUNTY OF RIVERSIDE TRACT NOo 30422-1 SCHEDULE "A" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE LAGUNA VISTA DRIVE c, lw cr p I.D. U-36/U-35 S. A. 41/33 W. 0. 10969 C . 0. his$ C OOR D j3-D-N'5 SHT.43OF45 D - : � P, JN M90-A N c" N #QAf �O Q v O JN 14550-A Ri\d_14590\phdse_i\sewer_water\4590phisw44.dgn \\vv-_r1G1\RTcRitgndorQs\.tp14tv10\Pgn�coieomp,pen F4" 01YL EJNEC CTEST STATION SCHEDULE STATION NUMBER NUM. OF ANODES CTS TYPE EMWD STANDARD OTHER DETAILS SHEET CALLED OUT 10+35 0 IJ B-660 04 13+86 5 2-WIRE B-662 01 04 19+21 5 2-WIRE B-662 01 05 22+79 0 IJ B-660 06 27+45 5 _ 2-WIRE B-662 01 06 35+39 5 2-WIRE B-662 01 40 + - l8" ON dy Pre CNC TEST STATION SCHEDULE 13+75 2 L.C. B-662 01 04 22+00 2 L.C. B-662 01 06 34+60 2 L.C. B-662 01 40 /2" Ch&L effe 0*V TEST STATION SCHEDULE 10+58 3 1 IJ I B-660 01 43 B" CHIL 6 W<9 CNC TEST STATION SCHEDULE 20+07 0 6-WIRE SEE NOTES B-662 18 NOTES FOR 24". 18" & 12" CML_eWd' 0hfC P!P/N6 1. ALL WIRE IS TO BE STRANDED COPPER THWN WIRE. 2. ANODES TO BE INSTALLED 5' FROM PIPE, 10' BELOW INVERT, 5' APART FROM OTHER ANODES. 3. ANODES CONNECT TO ONE PIPE LEAD VIA 0.01 OHM MANGANIN WIRE SHUNT & COPPER SPLIT BOLTS. 4. PLACE TEST BOX IN 24" 0 X 6" CONCRETE COLLAR. RAISE TEST BOX SUCH THAT A 2% SLOPE ALL AROUND EXISTS TO PREVENT WATER INTRUSION. 5. WELD 1" HIGH BLOCK LETTERS IDENTIFYING STATION LOCATION ON TEST BOX LIDS. 6. BOND ALL -NON-INSULATING JOINTS & ALL NON -CIRCUMFERENTIALLY WELDED JOINTS PER DETAIL 04. 7. ATTACH TEST LEADS AT PIPE JOINTS PER DETAIL 05. NOTES _ FOR 8" CML&.ffeVJV . P/P1NS 1. 207' PIPE SEGMENT IS TO BE BONDED INTO 24" PIPELINE WITH 0.01 OHM SHUNT AT THE IN -LINE VALVE AT 21+52.(INTERSECTION ROC,KPMT RD. AND LINDEN GATE LANE). 2. ATTACH 2 TEST LEADS AT THE STEEL/PVC ADATPER AT STATIONS 22+45 (ROCKLEDGE DR (W)), 29+81 (ROCKLEGDE DR (E)), AND STATION 20+071LINDEN GATE LANE). ROUTE ALL TEST L.EaDS TO SAME TEST 13OX. EACH PAIR OF TEST LEADS WILL. RAPE IrS OWN COLOR. V 1 /4" 0 x 6" MILD STEEL ROD WELDED TO OUTSIDE OF PIPE (TYP.) TEST LEAD ATTACHMENT 32LB HIGH POTENTIAL MAGNESIUM ANODE 5' FROM PIPE, 10' BELOW INVERT (TYP.) 2% SLOPE OR 1" WHICH EVER IS GREATER #10 AWG STRANDED THWN RED (TYP.) 10' 10' 5' CTS WITH ANODES o1 N.T.S. - PROVIDE SUFFICIENT SLACK IN BOND CABLE TO ALLOW MAXIMUM DEFLECTION OF PIPE JOINT f— NO. 8 BOND WIRE (TYP.) SPIGOT BELL ROD —CABLE —ROD JOINT BOND 04 NOTES FOR 8" & 12" CMLLf91Z VAfC P/P1h6 N.T.S. - 1. PREPACKAGED 48 LB HIGH POTENTIAL MAGNESIUM ANODE WITH #10 AWG STR THWN (RED) ATTACHED DIRECTLY TO PIPE VIA EXOTHERMIC WELD. 2. APPLY WAX TAPE TO ENTIRE PIPE SURFACE, PIPE SPECIALS, AND MECHANICAL COUPLINGS PER AWWA C217. 3. BOND ALL COUPLINGS TO PIPE. 4. ENCASE PIPE IN POLYETHYLENE PER AWWA C105 METHOD A. 5. DO NOT ENCASE ANODE. NO. 8 HMWPE AWG - 100% BUTYL FILLER 1 /4 0 x 6" MILD STEEL ROD MOUNTED TO OUTSIDE 0 OF PIPELINE EXOTHERMIC WELD WAXTAPE #10 AWG STRANDED THWN RED (TYP.) - 48LB HIGH POTENTIAL MAGNESIUM ANODE 5' FROM PIPE, 10' BELOW INVERT (TYP.) ELEVATION POLYETHYLENE ENCASEMENT 8" PIPE WITH ANODE 02 N.T.S. - HEAT SHRINK SLEEVE WITH SEALING CAPABILITY EXOTHERMIC WELD CONNECTION 1/8 DETAIL rA N.T.S. - a 3 FIELD APPLIED COATING TEST LEAD SHOP COATING CEMENT l MORTAR NOTE: 1. PROVIDE SUFFICIENT DISTANCE TO ALLOW MAXIMUM DEFLECTION OF PIPE JOINT. N.T.S. T CEMENT MORTAR LINING b JCTU RE 1) FILE STRUCTURE TO BARE METAL AND CLEAN SURFACE SLEEVE 2) STRIP INSULATION CABLE FROM WIRE AND ATTACH SLEEVE GRAPHITE MOLD 3) HOLD MOLD FIRMLY WITH - DISC OPENING AWAY FROM OPERATOR. IGNITE WITH METAL WELD FLINT GUN ria CABLE 4) REMOVE SLAG FROM CONNECTION WITH CHIPPING HAMMER STRUCTURE - BITUMASTIC COATING 5) COVER CONNECTION WITH WELD CAP WELD CAP FOLLOWED BY BITUMASTIC COATING OVER ALL EXPOSED METAL CABLE EXOTHERMIC WELD O3 N.T.S. - EMWD STANDARD NOTES B-663 APPLY WAX TAPE TO ALL METALLIC COMPONENTS OUTLET NOZZLE COATING SHOULD MATCH MAINLINE PA-1 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE TO ITEMS 7, 8 AND 9. MATCH OUTLET NOZZLE COATING TO MAINLINE. APPLY WAX PA-3 TAPE TO ALL BARE PIPE SPECIALS AND VALVES. USE WAX TAPE IN LIEU OF CEMENT -MORTAR COATING. WRAP COPPER TUBING IN 12-MIL POLYETHYLENE PIPE PB-8 WRAPPING TAPE WITH BUTYL RUBBER MASTIC OVER A SUITABLE LOW VOLATILE ORGANIC CARBON PRIMER. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-351 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-357 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-368 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-362 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-356 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. OUTLET NOZZLE COATING SHOULD MATCH MAINLINE B-59.0 COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY WAX TAPE. B-590A INSTALL DIELECTRIC INSULATING DEVICE AT METER BETWEEN EMWD SIDE AND CUSTOMER SIDE WRAP COPPER TUBING IN 12-MIL POLYETHYLENE PIPE B-598 WRAPPING TAPE WITH BUTYL RUBBER MASTIC OVER A SUITABLE LOW VOLATILE ORGANIC CARBON PRIMER. B-638 USE JOINT BOND DETAIL 05 IN LIEU OF "B" AND "C". WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. SEAL -COUNTY 0 A. 0 � �,'� T No. 33950 �^ � � Exp.6-30-� '� `� IV �' CALF COUNTY OF RIVERSIDE TRAM 'A ATM i IRTh T APPROVED BY:FESS� r L 7 ��/� 0 KFiALED 0 l DATE: / • C-,_- S I d S'� b RECOMMEN)ED-WILLDAP( DATE: SEAL -ENGINEER N �^ �' � R 37 � xp. 3-31 -07 *�, * 'r '� ` aF CALF BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TE INTERSECTION OF NEWPORT RD. & LINDEN(WRGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 I.P. 040 COUNTY OF RIVERSIDE I.D. U-36/U-35 S.A. 41/33 TRACT N O . 3 0 4 2 2 —1 SCHEDULE "A" STEEL PIPE &CORROSION N 0 TE S TRACT NO. 3 0 4 2 2 —1 W.O. 10"9 C.0� THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENTAL OR F DISCREPANCIES ING CONSTRUCTION, THfAFTER OU-1. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. PREPARED UNDER THE DIRECTION OF: DATE: REGISTRATION EKES COORD jj ' DATE BY MARK APPR. DATE SHTAPPRO. 45 oF45 ENGINEER REVISIONS COUNTY SCALE: H: V: DESIGNED BY: CPE DRAWN BY: TBG CHECKED BY: RLB D-Cr% N s *o rM �3 r v c 'e w r 0 JN 14NO-A ifte I AA IN THE COUNTY OF RIVERSIDE STREET LIGHT LOCATION PLAN TRACT 30442-1"ATE LEGEND �FNFRAI NnTFS ivini vi I L11�L ' vL.t_ vi iLL I G PROPOSED STREET LIGHT. --------- - _.. .................... . ..... o_� RIV, CO,STD 1000 PROPOSED STREET LIGHT, ------------------------------------------------ - ----- 0 RIV, CO,STD 1001 EXIST. OR FUTURE STREET LIGHT :.......•........ PROPOSED TRAFFIC SIGNAL WITH ------------------------------------- STREET LIGHT (PER OTHER PLAN) DIG ALERT 0 TM 0 B FE ORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKOWN. CONTRACTOR TO Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: t REic i CoRR e rE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: TBG APPROVAL BY THE COUNTY. 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMEb WITHIN THE COUNTY'S RIGHT-OF-WAY 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 0 (800)227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILIITES. 4. THIS PROJECT IS WITHIN 30 MILES OF MT. PALOMAR. 5. S.C.E. / I.I.D. SERVICE PLANNER , WORK ORDER NO. CONSTRUCTION NOTES & QUANTITY ESTIMATES: O INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR,9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD. 1000, RESIDENTIAL LIGHTING ---------------------- O INSTALL 135 WATT LOW PRESSURE SODIUM VAPOR, 22,000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STD. 1001, ARTERIAL HIGHWAY LIGHTING ... REVISIONS DRAWN BY: TBG SEAL -COUNTY VOESS 1pq,, \ ��0 A. 0T �c No. 33950 Z' Exp.6-30-06 N 100 50 0 100 200 300 GRAPHIC SCALE 11L 100' ..... 94 EA .... 26 EA COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: APPR. DATE FKHALE A.OTAMA COUNTY CIV1\- OF CA1-\FCHECKED BY: JDGECOMMENDED BY WILLDAN J-z s la S DATE: 612¢lor DATE: w T r 4. �i. SHEEP (_0 1 . "" LINE �. FIi« 1V0, ra ww♦t ; 101 ♦♦ "` r. ti '+► . o KEY MAP WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE TRANSPORTATION STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARDS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK"). PRIVATE ENGINEER'S NOTE TO CONTRACTOR 7(41- W NEWPORT m z1s REVIERE DR. MrIN1rrr rm LOIRE �`44 c�Y LN. CD o LA M HOLLAND ROAD G H L— C I V h 11 V C C f 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 .'—Q�� (FAX)619.291.4165 09tdm ENGINEERING COMPANY rlckengineering.com ®? �. San Diego Riverside Sacramento Orange Phoenix Tucson � e6 8 PREPARED UNDER T D I R CTkv I OF: t .13031 >� ¢'� JOHN D. GODDARD R.C.E. 33057 DATE:06 1 05 REGISTRATION EXPIRES .3b VICINITY MAP SECTION 1, T.G.S. R3W BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1"IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 SCALE: H: 1"=100' DATE: 08/04/05 V: 1"=100' TRACT No. 30422-1 < TRA C T NO. I. P. No. 30422-1 040242 COUNTY OF RIVERSIDE SCHEDUE 'A" STREET LIGHT PLAN PHASE 1 MENIFEE LAKES FILE NO. SHEET NO. i OF 2 SHEETSI R.\d_14590\phase_1\improv_sheets\4590phlstltl.dgn \\srv-rlbl\RlckStondords\lplotV10\Pen\colcomp.pen 04-AUG-2005 11.21 Valley, WideInspection List SHEET INDEX Call (951) 660-4700 for all Inspections TITLE SHEET 1 IRRIGATION MASTER PLAN 2 1. Irrigation kop e: IRRIGATION PLAN 3 IRRIGATION PLAN 4 a. site inspections and notification time. IRRIGATION PLAN 5 i• pre -construction conference 7 days IRRIGATION PLAN 6 ii. Pressure line irnstallatioi and testing 48 hours IRRIGATION PLAN 7 iii. Controller installation 48 hours IRRIGATION PLAN 8 iv. Lateral line and sprinkler installation 48 hours IRRIGATION PLAN 9 v. Coverage test 48 hours W. Final Inspection 7 days IRRIGATION PLAN 10 IRRIGATION PLAN 11 b. No field inspections will commence unless record drawings are current and IRRIGATION PLAN 12 available for observation upon request by the Owners representative. IRRIGATION PLAN 13 2• Phwfty l'" : IRRIGATION LEGEND, NOTES & DETAILS 14 a. Request for inspections must have 48 hour notice in advance. IRRIGATION DETAILS 15 b. Contractor must be on site for all inspections. IRRIGATION DETAILS 16 C. Any work not completed when inspector arrives which was requested for, IRRIGATION DETAILS 17 shall be billed to the contractor at the current Inspectors rate d. Any work completed without inspection or approval shall be removed, exposed or replaced at the cost of the contractor. PLANTING PLAN 18 e. Contractor shall call for inspection for the following items: PLANTING PLAN 19 i. Final grading PLANTING PLAN 20PLANTING ii. Weed -abatement t�enration PLAN 21 iii Tree and shrub layout PLANTING PLAN 22 iv Tree and shrub planting pits PLANTING PLAN 23 V. Finish grade prior to hydro -seeding vi. Final Inspection PLANTING PLAN 24 PLANTING PLAN 25 3'"" PLANTING PLAN 26 a. Ail submittals shall be submitted within 15 days after receipt of executed PLANTING PLAN 27 contract. PLANTING PLAN 28 b. Contract shall submit the follow items but not united to: PLANTING DETAILS 29 i. Plant material proof of purchase with {fisted nurseries and material PLANTING DETAILS 30 sizes for approval ii. AN soil amendments IRRIGATION SPECIFICATIONS 31 `iv, Barkmulch IRRIGATION SPECIFICATIONS (CONT.) 32 V. Label for all herbicide and fertilizers used PLANTING SPECIFICATIONS 33 vi• Hydro -seed mix MAINTENANCE SPECIFICATIONS 34 GENERAL NOTES 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND REGULATIONS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CO 4TRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LAN )SCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGIkD, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT. K �� ��a �" � �-�--- SHEET 8 / 23 -- =SHEET 13 / 28 ' ' � 5. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY DEVELOPER. SHEET 9 / 24 - -- I ; �; 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED AMERICANS WITH DISABILITIES NOTES y H 7 I R 1 AT OR BELOW MAXIMUMS ALLOWED R WITH A C 2 LICENSE OR GREATER. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED - - _ .: _ I, I 7. THE CONTRACTOR SHALL BE RESPONSIPLE FOR THE CLEARING OF THE PROPOSED BY THE AMERICANS i I. WORK AREA AND RELOCATION COST F ;, � AN WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO I;- ? _. " ALL EXISTING TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR ALLOW FOR CONSTRUCTION TOLE r _w SHEET 7 22 _ QUESTION ! / TO BEGINNING OF CONSTRUCTION. FAMILIARIZE THEMSELVES WITH A.D.A.A.G. A A G. AND IN THE EVENT T i; _ EPHONE:: (951)955-6885 FOR PARCEL MAPS AND TRACT MAPS SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN HAT A DESIGN �. .; > [ t ,�:: I: 8. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN NOTE: SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO ■ ;.. ; . _ Y' _ .. g- w ._.._ \ COUNTY ROAD RIGHT IRRIGATION LINES SHOWN ARE OF WAY ONLY. THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. r - - SCHEMATIC. LINES ARE TO BE WITHIN 2 THE CONTRACTOR IS ADVISED TO CAREFULLY PLANTED AREAS EXCEPT WHEN HECK ALL PHASES OF WORK RELATING C SH TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A E ET 10 / 25 CROSSING PAVING ._ _— CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM '`>- - " a' DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION Iv VICINITY MAP BY THE COUNTY AND MA �EiQUIRED TO BE REMOVED AND REPLACED. VAL LANDSCAPE _a. _r__ TOTAL LEY WIDE LA 3. SINCE THE CIVIL ENG.IIWER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTOR DURING AREA: 276 ,042 S.F. it GRADING AND CONSTRUCTION OF T HE PROJECT, THE CIVIL ENGINEER OR SURVEYOR _. ES VALLEY WIDE ,'�' ' �� RGPt� LANDSCAPING TO BE MAINTAINED BY ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS _.. �2 NCOOF TIES. SHEET 5 / 2O � ° ANY OTHER AUTHORITY OR OTHER AFFECTED PAR THIS PROJECT BY THE COUNTY, A C & R S RECORDED W ,� PER# PER C COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE SHEET 3 / 18 SHEET 4 / 19 �" �% .� o DATE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB CONTRACTORS ca HOLD HARMLESS & INDEMNIFICATION CLAUSE - WIOIG j 21 REVIERE DR. DIMINW THE COI!!SE OF COgR51ICI0N OF iNS PROJECT,NICLtI M SAJOIII SIXMY q tG HOINlSTAT,OtLOIRE ANNT KWMTO NOWLadaHEET 21 y SHALL DUM, INDEiDNFY, AND HOLD THE THE COIINIY OF LOCAL m ti _ ,NNdS01CT10N (/� c� AID TN: 1AN06CAPE DESIGNER IIARIN.ESS FiIOM ANY AND ALL UAKJn m COItIEC M PERFOUMU PROJECT, REAL OR ALLEGED, N NAfM THE OF WON( ON THIS Z LA PIED EXCEPW FOR UAKffY A111111 1 FROM SOLE IEOLIOM OF THE OF LAf:AI ,NIRISDIC110N AND THE LA106fIME DESIGNER. "io�_.___ v oolRmr DI ALERT + 5 _� tT O f TRACT No 3042 TM ,::w _ ;0 HOLLAND ROA D I m..................... --------------- VALLEY WIDE RECREATION CALL BEFORE - - - I'' D NOTE: &PARK DISTRICT YOU DIG! FOR is r ? NORTH 3- THE ARE WITHIN COUNTY ROAD RIGHT OF WAY ONLY. �— NOTE: SEE RIVERSIDE COUNTY THOMAS BROS. GUIDE MAP, 1-800-227-2600 2001 EDITION, PAGE 868 GRID G2,G3,H2&H3. UNDERGROUND SERVICE ALERT TOWNSHIP-sS, RANGE-3W, SECTION 1&26amu". �oe Date: !• 'Call at least 2 working days prior to excavating.pp. NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT OSC4 BENCH MARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT 0� f.�,p RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS BORTHWICK GUY B E T T E N H A U S E N INC. 1 '� APPROVED BY: 1 NN �4 C.i BM M-14-63 IN THE COUNTY OF RIVERSIDE ISSUED, O A OT 2462 Dupont Drive . Irvine, California 9261 2 ez? � T INTERSECTION OF NEWPORT THE LAKES '- c�- 949 476 86i6 T 949 476 8707 F www.bgb-inc.com 13!i4 �` n ROAD AND LINDENBERGER No. 33950Z �`1P `� ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS 0 DRAWN BY: Jeff Kraus RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08111111M MARKED COUNTY IN CAP OF 34 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PR. DATE KH A. AN DATE: CLIENT CENTEX HOMES * "� Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �: 3} WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY Clv�- ��• t ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ,qT >.- 2280 WARDLOW CIRCLE. STE. 150 J, l✓ 34 G E ELEVATION 1425.301 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F q� L\E� f O CORONA, CA. 928W L' �� SCALE: H• TITLE SHEET APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: REC MENDED Y WILLDAN A : CONTACT: DON JAMES (951) 479-9389 l� Of C1►1.�F �; NONE f0� rro. ctT1r LANDSCAPE ARCHITECTURAL PLANS VALLEY WIDE STREETSCAPE PH.1 Tract 30422111111111 1 M N I F E, CA. C NT X HOMES CORPORATION INLAND EMPIRE DIVISION KEY MAP .__: .. __.._ ............. NOTE: VALLEY WIDE APPROVAL OF THESE PLANS IS VALID FOR A PERIOD NOT TO EXCEED SIX MONTHS. AFTER SIX MONTHS, THESE PLANS ARE SUBJECT TO REVIEW. ALL WORK MUST CONFORM TO CURRENT VALLEY WIDE STANDARD GUIDELINES. CONTRACTOR SHALL MAKE ARCHITECT AWARE OF ANY CHANGES TO THE STANDARDS PRIOR TO INSTALLATION. m a rt m I I ! - a { fA i P I O f, Ql I `I T I m Oi I O n N M N v 1 m n m O) 1 O a V v n a a N N N I NN!r Ic m co! 07 10 mD � \ N m -1m 14 n to I 1.. f' _ T:T nl i i N \ - nT '. �s!.I NcNyii':I il�--I. - )\ JI —Mii. chI--__- 4 o r rnj N `•-_ - �— I.1 .-_ ICI III < N II,!Ill i,. N y i O (oil m t _ _ s! 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WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT OL F� RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS B O R T H W I C K GUY B E T T E N H A U S E N INC.'p ISSUED. ,�9 ' A APPROVED BY: 1 �" �4, �y BM M-14-63 IN THE COUNTY OF RIVERSIDE �i' 2462 Dupont Drive m Irvine, California 9261 2 � � 0 A �T y 'ice T INTERSECTION OF NEWPORT 9 4 9 4 7 6 $ b i b T 9 4 9 4 7 6 8 7 D 7 F w w w. b g b i n c. c o m $ 1354 �t n ROAD AND LINDENBERGER THE LAKES .S�'.EiGl( THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 33950Z �' ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 % d �Q DRAWN BY: Jeff Kraus'"` MARKED COUNTY IN CAP OF 34 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. TH DATE: CLIENT CENTER HOMES * D "� * Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �i WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY c Iv L 2280 WARDLOW CIRCLE, STE. 150 J, y �, ELEVATION 1425.301ENGINEER SHALL BE IRRIGATION MASTER PLAN ACCEPTABLE SOLUTION EAND REVISING THE PLANS FOR N q F (fir cm.* L /�iO ` CORONA, CA, 928W % � APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY: CHECKED BY: RECOMM ED BY WILLDAN .DA :'� CONTACT: DON DAMES (951) 479-9389 �rf' p� C���E SCALE: v. NONE FOk W.O. c"TM 3 MATCHLINE - SEE SHEET 10 r 126'-0° " �, o \'� 1430.0 761-011 `'� OPEN SPACE 55'-0" ``` 1430.4 LOT 354 1430.7 1 NOTE: 1430.9 SEE MENIFEE ROAD STREETSCAPE PLANS FOR LANDSCAPING THIS AREA X, 4 3 _ - - _ _ - ..._•:� , W _� LAJ 1 \ Uj 142 LL DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNTII AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVAL BY THEACCEPTABLE �COUNTY ON AND REVISING THE PLANS FOR DESIGNED BY: REVISIONS DRAWN BY: PUBLICISIDEWALK CHECKED BY: Z w 2 OPRt. DATE COUNTY S 2.1 1''rfi ii -16 11 2 11-1Z 1�,11 I1 1 , . W 11 I I IV ill 1211.10 _ 1 /1 Ul" o _ _ - - _40. 4.1 nal l l/2" . r l am , . I ... LLIMIT OF WORK - \ r r s ✓ '_ / . • .y S _ t .r--• r s � a - A i - �IRRIGATION CONSTRUCTION NOTES (valley wide phase 1): OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. /!� j� 2 STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN POW '% j O THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN / LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANCsULAR PULL BOX. BRAND THE LETTERS "SB° ON THE LID FOR FUTURE IDENTIFICATION. 4 LAKE STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGsHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL j INSIDE A RECTANGULAR PULL BOX. ]BRAND THE LETTERS "S]B" ON THE LID FOR FUTURE IDENTIFICATION. LIMIT OF WORK STUB AND CAP A 2" / PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INT O PHASE 2. RUN EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. I i J STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN / ELEVEN (lU CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL RIGHT OF WAY INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. INSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.OA IRRIGATION DRAWINGS. INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE S AREA. REFER TO H.OA IRRIGATION DRAWINGS. a ; O INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. _ �OFESS,Ia,_\ iD A Oj��� No. 33950 Exp.6-30-08 �,9 C 1V IL ��P rF CF cA��F� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: CALLOUT LEGENE) OWATER METER CALLOUT CONTROLLER CALLOUT OX CONSTRICTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON 0 30 60 90 120 SCALE 1" = 30' NORTH NOTE MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. BORTHWICK GUY BETTENHAUSEN I N C. 2 4 6 2 Dupont Drive Irvine, C a l i f o r n i a 9 2 6 1 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com / O /r 0 40, DRAWN BY: Jeff Kraus A. DATE: CLIENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 Zia' CORONA, CA..92880 N ENDEDFBY WILLDAN ATE: ,1 CONTACT: DON JAMES (951) 479-9389 NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V.. TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SC#EPV(,E A - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: W.O. COUNTY le FILE NO. SHEET NO. 3 OF 3'4 SHEETS , I W POIN ON AT ON Wator Meter j 11 Wa� Met I tiop, Numb f 21+90 Tree Lagos Dr. UJ�ter M on / /f 05owtng Ntfmbar 11/2" IS* Flow Though the Meter 0-33661 ) 2621 1 432. 0 D gn assureAt The Meter (PSI) 66.9 al Area ved�By The Meter In Square Feat 1349�D 9anutffWatx age The Meter (Gellon/Year) 2 911A Hydraulic Gr Line (HGL) 1541. Ele oloi�At ter Meter 143230 valiable Statl Pressure 50.00 See Sheet 11 For roller Designation STATION. 21+90 D-33661, C40NNECT TO EXISTING 1 1/211 SERVICE AND INSt L 1 1/211 LANDSCAPE SERVICE PER M-11 1432.3 IIII OPEN SPACE 1432.0 ~ LOT 355 1 114 14V35 122 1432.4 I i 1 l 121 L 2 P t 14301.26 1 .6 l 14 6. 7 1432. 8 116 , ,� i ; 1432.5 119 118 143 .3 11.1 117 `211 _ - 183 25 J / ul 11 to 1-7 ul 0 18 _ `` r -- - --� li -8 1� /4V v 3/ " 11� 16 1 g „ o `` 265 V J 1-1 - -�-- Q 1 -. -�- - - N -- ` THE - _ 0 21 I'l --- 21/1"- 1/211 DR-F--y `. O 1-1-2rJj I 11-20 -- - ------- DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: RK _ WOCONTAINED WATHIN THESE PLANS SHALL NOT COMMENCE UNTIL •• AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 138 137 ` 139 1429.1 1428.8 1428.7 1429.5 IRRIGATION CONSTRUCTION NOTES (va l ley wide phase 1): 0 STUB AND GAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. QSTUB AND CAP A 311 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 115 5 11 ON THE LID FOR FUTURE IDENTIFICATION. 0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (15) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 11SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC. SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 11SB11 ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 115B" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.0.,4 IRRIGATION DRAWINGS. INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE 8 AREA. REFER TO H.O.A IRRIGATION DRAWINGS. o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. 136 1429.9 135 1430.3 TRANSPORTATION DEPARTMENT �� � APPROVED BY: t�0 A. OT No. 33950' ' o ` 0 APPR. Exp.6-30-08 DATE KHALF A. DATE: REVISIONS COUNTY qr c Iv , DESIGNED BY: DRAWN BY: CHECKED BY: F OF CAL* � RECOMMEND BY WILLDAN ?OE:d" 133 134 OPEN SPACE LOT 356 1430.8 1430.5 -- - --- - r __ --- --- CALLOUT LEGEND OWATER METER CALLOUT CONTROLLER CALLOUT O CONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON \ \+A 132 OPEN SPACE LOT 357 ' a \ 1431.2 11' I 211 Ij I� LL Oct i i i i 1 _1 /Z /D' 2t1, 10.4 n , Lo to W W vJ ' W 2, W i 'LLI Z -24 4t 0 30 60 90 120 SCALE 1" = 30' NORTH NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. :AL -LANDSCAPE ARCHITECT BORTHWICK GUY BETTENHAUSEN I N C. 2462 Dupont Drive Irvine, California 92612 949-476-861 6 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus JENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 C NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. 1' IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: TR 30422-1 SHEET 1 < / 26 SHEET 12 / 27 Ill SHEETI3/28 SHEET 9 / 24-SHEET 8 193 " SHEET 10 / 28 SHEET 7 / 22 VALLEY WIDE RECREATION & PARK DISTRICT Samuel W., Goepp Date: I P 040242 COUNTY OF RIVERSIDE THE LAKES SCHEOU 6 � VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR- W.O. COUNTY FILE NA_ - EE SHEET NO. 4 OF W SHEETS MATCHLINE — SEE SHEET 7 �0 IN i. 1433.3 \ 190 \ , / At 3%4" 4 ��� • \ ' 1 � \ \\ • \ \ 2i8 i 3/4°5 � \15- \ �°\ r \ \ 1/2" 293 l i /4° \. \ \ \ �,? \ In" \ ' 3/ /4" \', ry \ \\\\' lg'B 91432.9 r \ \ / \ t/z° \ 82 0" I I 1 3/4' two I° 1 1/,2° � M 3/4" i 1 In �� \ .' \ \ in" 1432.7 ` 3/ 3/4" 3/4" 1" AN tAN 1 \ \ \188 20.4 \'� ' \ U4' I' 2' 2 NN \ I -14 I-V 3/4" In" \ • ' \\ • \ 3.9 \ \ �\ �" 1'4 AN I° 00 3/4 � 3/4 3/4" 15� 15 \ ;` � 3/4" 1521 " <4 \r.� \ \\ ,2 I /4" 3/ \ 1432.2 1/211 .�, > \\ • ' 187 2\ \ \ B " ° / ' \ ' � ��y►?`4. \ /4�� 3/4 3/4. 3/4 •� • \`` •\\ 3/4' 3!4' 3/4 3/4 \\ \ .140 AN W 00 +3 \� . 2" 1" I' 11/4" " AN W \ 196 '1 \ OPEN SPACE\ \ LOT 360 \ -OtWT OF 0QIIMCTI IWA(HATI0N Water M 15 Water CT Stan WaterMQiter L ,� t 26.90 Tres La o 9 . � EMtUw)c> �dar �f•.Y w Number 2 The Ppak Dart I ough Meier (%PM) 3 The t The yam° , Tot�l Area The M I ure 4�0 Amial Uja the M CGallon/Yea/ q0 N�drault� lHCsl. 4r,,4-1 levatJon Metar� _ - 431.00 Avallafbt eraser 50.00 1 or Com ller Dest it ; D-3366 , O EX T 2 INST L 2" L SERVICE PER M-1 L ' IRRIGATION CONSTRUCTION NOTES (valley wide phase D: OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 3 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "515" ON THE LID FOR FUTURE IDENTIFICATION. 03 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGsi IT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. oy STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB --OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.0.,4 IRRIGATION DRAWINGS. S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE 4 AREA. REFER TO H.O.A IRRIGATION DRAWINGS. o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. 14 OPE PACE o T 359//'to ' o o ` \ 1431.8 r \ 186 13 1° LLI 23 -- — 0 1" /4, 3/4° 3/4 �1 /\\ \ 1431.4 c+� -19B 3/4" ` \ . \ \ \ r, 24 1 5-20 21b 4" izzLLJ ' - r15-21 362' 15-22 185 z' It a , ' ` . ` . ` \ f .i 25 \ 15a23 1431.0 \ I 2 \ \ 2 \ 2 1/2" 1430.5 OPENE SPACE � " 183 LOT 361` 3! / / _ _ .. -_�_ i2 �Ole v � �( �\ • \ ' \ 1430.1 � /4 � � i •../i i - -. '� �_ • _ ---- 19-3 �'--, DEtAIL I -31 � . \ \ \ 5.4 1.2 �14../.� _ ` 1 - - </\�� 15-24 < 3182 / ar -- -- 1" \ �� -25 \. \ 15 / 0 OPEN SPACE ' • `1 � • \ I�OT 370 g cli Z Qa f ' � ' J / ' U 3 DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLAINS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CALLOUT LEGEND OWATER METER CALLOUT CONTROLLER CALLC'1T OCONSTRUCTION NOTE REFER TO SHEET 1'l FOR SPECIFIC COMPONENT INFORMAITON 0 30 60 90 120 SCALE Igo= 30' NORTH NOTE MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS 8 NOTES 4t 4t CO 29 �<C/ 4 \ , -s / 94f 4f / II SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT TRANSPORTATION DEPARTMENT APPROVED BY: BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 a � A 0�' 949-476-8616 T 949-476-8707 F www.bgb-inc.com Y No. 33950 CA^ Exp.6-30-08 /O tr DRAWN BY: Jeff Kraus APPR. I DATE KHA A. M DATE: CLIENT CENTEX HOMES REVISIONS COUNTYgr C IV ��- ��P 2280 WARDLOW CIRCLE, STE. 150 F cr Cp,%- � / z Z.00 6 CORONA, CA. 92880 DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMENDED BY WILLDAN A :j' CONTACT: DON JAMES (951) 479-9389 C BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT a ROAD AND LINDENBERGER ROAD. 1' IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: TR 30422-1 I P 040242 SHIFT NO. COUNTY OF RIVERSIDE 5 THE LAKES VALLEY WIDE STREETSCAPES PH. 1 34 Tr. 30422-1 OF 1Z SHEETS IRRIGATION PLAN W.O. COUNTY 4 DIG ALERT 4§T11 CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI' AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CALLOUT LECzEND OWATER METER CALLOUT aCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON IRRIGATION CONSTRUCTION NOTES (va llev wide nhase D-. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. QSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN 3 EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN f ELEVEN (11) CONTROL WIRES AND ONE (I) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA, REFER TO H.O.A IRRIGATION DRAWINGS. S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA, REFER TO H.OA IRRIGATION DRAWINGS. c� INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS, 0 30 60 90 120 NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. SEAL —COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC. APPROVED BY: 2462 Dupont Drive Irvine, California 926' 2 A C'ri 949 476-861 6 T 949-476-8707 F www.bgb-inc.com No. 33950 2^ Exp.6-30-08 d /49 Ad ` DRAWN BY: Jeff Kraus MARK BY DATE APPR. DATE K AL tA.?7rH1WjDATE: CLIENT CENTEX HOMES ENGINEER REVISIONS COUNTY CIV ►�- ,�� 2280 WARDLOW CIRCLE, STE. 150 DESIGNED BY: DRAWN BY: CHECKED BY: F CF CORONA, CA. 92880 RECOMMENDEIr BY WILLDAN �T—E: CONTACT. DON JAMES (951) 479-9389 9F C SCALE 1 it = 30' NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG # MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: NORTH TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES 5CWWWE I - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: I W.O. I COUNTY 43 ,6. OF 2'SHEETS MATCHLINE - SEE SHEET 12 DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND APPROVAL BY THE COUNTY. REVISING THE PLANS FOR DESIGNED BY: OPEN SPACE LOT 352 MATCHLINE - SEE SHEET 4 CFAI _rry IWTY I rry IIITY AC Qlurocinc, cCAI _I C,4LLOUT LEGEND OWATER METER CALLOUT aCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON IRRIGATION CONSTRUCTION NOTES (va lleu wide phase 1): 0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN 3 EIGWTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND GAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (S) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE IDENTIFICATION. 0 INSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.OA IRRIGATION DRAWINGS. INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE S AREA. REFER TO H.OA IRRIGATION DRAWINGS. OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE. ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. 0 30 60 90 120 SCALE 1" = 30' NORTH NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. TRANSPORTATION DEPARTMENT VOESS '� APPROVED BY - A. BORTHWICK GUY BETTENHAUSEN INC. �y 2462 Dupont Drive Irvine, California 9261 2 �T�y_ 949-476-861 6 T 949-476-8707 F vrvvvv.bgb-inc.com No. 33950 2 a f ` l V ` DRAWN BY: Jeff Kraus Exp.6-30-08 APPR. DATE KHAL A. N DATE: CLIENT CENTEX HOMES REVISIONS COUNTY � C IV ��- s 2280 WARDLOW CIRCLE, STE. 150 DRAWN Y: CHECKED BY: %TF � ���F��z j j�0 CORONA, CA. 92880 B RECOMMENDE Y WILLDAN ATE. CONTACT: DON JAMES (951) 479-9389 NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 =30' V.. TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES S0fEC (E , - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: I W.O. ICOUNTY C SHEET NO. OF 2SHEETS 0 N 0 MATCHLINE - SEE SHEET 12 f=fi`fo-- A TiON GONST=UCTiON NOTES C I 'd H 111 va ey W i e p CIO= : IN STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 3 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (V COMMON WIRE TO THE CURRENT END OF THE MAiN LINE PIPE STUB -OUT. MAKE A WIRE COiL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (18) CONTROL WiRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAiN LINE PiPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SIB" ON THE LiD FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (8) CONTROL WiRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LiNE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COiL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (I1) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WiRE COIL FROM AN ADDITIONAL SiX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LiD FOR FUTURE IDENTIFICATION. INSTALL RECLAIMED iRRiGzATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRiGATiON DRAWINGS. INSTALL DOMESTIC IRRiGATiON WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRiGATiON DRAWINGS. INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED 1AATHIN THESE PLANS SHALL NOT COMMENCE UNTi AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVAL BY SOLUTI ON Nri REVISING THE PLANS FOR DESIGNED BY: Po4 OF CONNEC ATiON 101 Wat Meter Number. 20 Wet Meter Civil Station Number 2146 Wat Meter Location Rockport Road M Size 2" Standard Drawing Number 0-33665 lTla Peak Design Flow Through the M (GPM) 339 The Design Pressure At The Meier (PSI 669 To I Area Served By The Meter in Sq re Feet 60052D I Water Usage The Meter (Gallon ear) 2,124018.0 Hy raullc Grade Line (HGL) 1548b1 El ation At Water Meter 143320 A liable Static Pressure IQF-9?27 Sheet 11 For troller Designat( 8 TION: 4*- PR-33665,_ G TO EXISTING 211 RVICE AND INSTALL 2" LANDS -CAM SERVICE FMRPB-10 REVISIONS DRAWN BY: CHECKED BY: POINT OF CONNECTION INFORMATION Water Meter Number 12 Water Meter Civil Station Number 21+10 Water Meter Location Rockport Road me -tor Size 2" Et Standard Drawing Number 0-33665 The Peak Design Flow Through the Meter (GPM) 31D The Design Pressure At The Meter ("1) 615 Total Area Served By The Meier In Square Feet 36,6W ,annual Water Usage The Meter (Gallon/Year) 1100,614.0 Hydraulic Grade Line (W-%L) 1,5415 Elevation At Water Meter 1,432.0 Available Static Pressure 50D SEE 8HEET 11 FOR CONTROLLER DESIGNATION STATION: 21+10 PER 0-3366 , CT TO EXISTING 2" SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER PS-10 ESS O A OT�2 No. 33950 Exp.6-30-08 )PR. DATE COUNTY \�r cIv 1� a, j F Cr CALNW MATCHLINE - SEE SHEET 7 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: A. fel6 to L DATE: CALLOUT LEGEND WATER METER CALLOUT CONTROLLER CALLOUT (D CONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORI" iAITON r-- 1 1 co 1 0 30 60 90 120 NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. BORTHWI C K GUY BETTEN HAUSEN I N C. 2 4 6 2 Dupont Drive Irvine, California 9 2 6 1 2 949-476-861 6 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus CENTEX HOLIES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 C SCALE 1" = 30' NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: NORTH TR 30422-1 I P 040242 I SHEET NO. COUNTY OF RIVERSIDE THE LAKES�- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: I W.O. ICOUNTY OF 3_'+ SHEETS DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. MATCHLINE - SEE SHEET 11 LO Pill 00 _ 16.0 12 -3 W --- ¢5 ' W 12-4 ''1 q 16 _ � -17 Cn ' 14 `- o W Eo ' W I _ p CN \ U) --_-' -�' 2033 204 1 W _------- 1-97- Z WO 93 94 F- _ _ _ _=—=—_--__-_ --—=__=_--- ----22 — — —96 21 1 � 0 I i 19 OP !� W � SPACE I W LO 48 1432.0 1432.5 1433.0 L.L 1431.6 ! ! II!j 1432.1 ! ,3 Z �\ _____ __ _—--- 1433.5 Z I 16.0 a 1�� �3 00 PMCKPORT ROAD - 18 i.n I I III 1 1433.0 I 10'BIKE TRAIL PUBLIC SIDEWALK 111 j III i � 17 N CD I Ln 1433.1 ! iill 1 ilI ly LIMIT OF WORK I IIII 1 NOTE: SEE MENIFEE R D STREETSCAPE PLANS FOR 1 16 LANDSCAPING T IS AREA I I 1433.5 IIII�I - i Ln III, 1 I Ilia 1 I jll i 15 I 1434.0 IIIII � I 126'-0" I RIGHT OF WAY 761 Ilil i 554 Iljl 1 14 o Cn I��I in O II I 1434.4 III 10' BIK TRAIL I I 1 PUBLI SIDEWALK .._.. III 1 13 II 1 III 1 4 n Z A G MATCHLINE - SEE SHEET 10 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE REVISING THE PLANS FOR APPROVAL BY THE COUNTY DESIGNED BY: 1433.0 1432.4 Uj Z IRRIGATION CONSTRUCTION NOTES (va l ley wide phase 1): 0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (U COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN 3 EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE IDENTIFICATION. G STUB AND CAP A 2" PVCSCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE AREA. REFER TO H.OA IRRIGATION DRAWINGS. INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE S AREA. REFER TO H.OA IRRIGATION DRAWINGS. o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR NOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. SEAL —COUNTY COUNTY OF RIVERSIDE ESS TRANSPORTATION DEPARTMENT 'q( APPROVED BY A. or t No. 33950 Z �^ Exp.6-30-08 APPR. DATE KHA A. DATE: REVISIONS COUNTYgr C IV DRAWN BY: CHECKED BY: F "\f� CALLOUT LEC3END OWATER METER CALLOUT CONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON 0 30 60 90 120 SCALE III= 30' NORTH NOTE: I'IAINLINE TO BE INSTALLED IS" BEHIND BACK OF THE BIKE TRAIL. BORTHWICK GUY BETTE NHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus DENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 C NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 °=30' V.- TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SGftEOtl f� VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: W.O. COUNTY FlLE N0_ SHEET NO. 9 OF 3 t SHEETS MATCHLINE - SEE SHEET 9 DIG ALERT 4 TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAHM WTHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. IM! =1 � 1MI 11=1I•11=111 11=1 11M lMll MATCHLINE - SEE SHEET 3 C,4LLOUT LEGEND OWATER METER CALLOUT ZCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON IRRIGATION CONSTRUCTION MOTES (va lleu wide nhase 1): OSTUB AND CAP A 2" PVC SCI4 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (i) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. 3 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEEL AND II-4STA1-L THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT ENO OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX_ BRAND THE LETTERS "56" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (lU CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRIGATION DRAWINGS. INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE S AREA. REFER TO H.OA IRRIGATION DRAWINGS. OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. 0 30 60 90 120 NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. TRANSPORTATION DEPARTMENT p�#�K� BORTHWICK GUY BETTENHAUSEN INC. APPROVED BY: 2462 Dupont Drive Irvine, California 9261 2 '� A �T 2 949-476-8616 T 949-476-8707 F vvvow.bgb-inc.corn No. 33950 Z MARK BY DAIS APPR. DATE Exp.6-30-08 tRE—COM M DATE: % ` /a C DRAWN BY: Jeff Kraus 'H ,1 CLIENT CENTEX HOLIES ENGINEER REVISIONS COUNTY qr CIV ��- �,� 2280 WARDLOW CIRCLE, STE. 150 DESIGNED BY: DRAWN BY. CHECKED BY: cr ca`-w Z- Zd CORONA, CA. 92880 BY WILLDAN -I CONTACT. DON JAMES (951) 479-9389 C SCALE 1 to = 30' NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 V. 1 "=30' IA"DN NORTH TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SC EDUa �}- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN W.O. I COUNTY SHEET NO. OF 3t SHEETS 0 04 o 0 a) Q DIG 4ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEN ISSUED. 0 O - 0 W W LL Z W I 10'BIKE TRAIL - PI�BLIC SIDEWALK 1 1 10'BIKE TRAIL PUBLIC SIDEWALK THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK( I BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVAL BY THE COUNTY. LREVISING THE PLANS FOR VADESIGNED BY: i --- CV --- NEWPORT ROAD - - - �p 3.0 125 Q12- 3.0 ~ 12-6 12-1 12-S 1" �— — — — — — — — — •—•—•—•—•—•—_—._ RIGHT OF WAY EN SPACE LOT 347 LIMIT OF WORK NOTE: SEE MENIFEE ROAD STREETSCAPE PLANS FOR LANDSCAPING THIS AREA LIMIT OF WORK RIGHT OF WAY MATCHLINE -SEE SHEET 9 �) A. Ol e 0 No. 33950 y^ Exp.6-30-08 APPR. DATE REVISIONS COUNTY q� Clv.01z,, DRAWN BY: CHECKED BY: F OF' CM-0 TRANSPORTATION DEPARTMENT APPROVED BY: 3A 125 10.1 3.0 ' W 12-10 112-11 1112-12 1112-13 1 W in IRRIGATION CONSTRUCTION NOTES C va l l ey wide .�u -------------- W J U OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR ' (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "58" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE 5TU5-OUT. MAKE A WIRE COIL FROM AN ADDITIONAL 51X FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SIB" ON THE LID FOR FUTURE IDENTIFICATION. 03 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANCaULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EI6A4T (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL SOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS rrSBlr ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRIGATION DRAWINGS. S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE AREA, REFER TO W.O.A IRRIGATION DRAWINGS. c� INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. LOT 345 CALLOUT LEC3END OWATER METER CALLOUT El CONTROLLER CALLOUT OCONSTRXTION NOTE REFER TO SWEET 1'i FOR SPECIFIC COMPONENT INFORMAITON 0 30 60 90 120 1'�11 SCALE 1" = 30' NORTH NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive # Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus CENTEX HOLES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 ri NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY ` BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 91=30' V: TR 30422-1 I P 040242 I " "' COUNTY OF RIVERSIDE THE LAKES SCMEl>W6 4- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: Iwo. I COUNTY OF SHEETS -i ,6 LLIW' cn' LIJ `W 3 0 12.8 14S 25 12-14 12-15 12-16 12-1-1 It It lot Z — — — — — —.....— — — — —3/4 ' — — _3 " -- DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 76 / LIMIT OF WORK 75 0 74 72 73 NEWPORT OADto p _ _ — co 10.4 31A _ ._•• •: 25 1.0 121�8— _ 13-10 13 8 13tn9 r, 0 i — • 3/4 \ /4 3/4 /4' \ 3/4 l 3/4 I X • 3/4' 3/4" 4r 311 3/4 - i \ OPEN SPACE �' '— _ _ i ` I I �• j j j LOT 371 —.—•-� j I I ,. 141 13,-4 I► Ohl !„ 1" 2 I I I FUTURE 60'-0" 4 '-0" 1 1 1 COMMERCIAL i 2 116AN 13 12 I 1/4" 2.0 ; 11 1 1/4 12-20 I li /41 I TT i 1 I �' /41 2 it I 'Ili I l l! I I I �iii I I I I 'I 1„ 3.9 I I I I 2 .) I I I L.,J I I I I 2" I I l cy I I I .IWIWI 'T\T'rV0 T TT; 1 \Z r ` � 14.1 13-2 j 1" 2" MATCHLINE - SEE SHEET 8 /4" / 1 1/4" It 3� ,1 a OPEN SPACE LOT 372 —.J / FUTURE MULTI —FAMILY C,4LLOUT LEGEND OWATER METER CALLOUT ZCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON I IRRIGATION CONSTRUCTION NOTES (va l l ec� wide phase 1): OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE POR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. 2 STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OP THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN �o ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTAL!_ THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRIGATION DRAWINGS. OINSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A IRRIGATION DRAWINGS. OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. 0 30 60 90 120 SCALE 1" = 30' NORTH NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC. ' APPROVED BY: 2462 Dupont Drive Irvine, California 9261 2 Gj Q A.0%' 949-476-8616 T 949-476-8707 F vvvvvv.byb-inc.com �No. 339502 iR�^` Exp.6-30—Os �0 �i O 6 DRAWN BY: Jeff Kraus APPR. DATE KH A. TH N DATE: CLIENT CENTEX HOMES REVISIONS COUNTY sr�r CIVIL ��P 2280 WARDLOW CIRCLE, STE. 150 DESIGNED BY: DRAWN BY: CHECKED BY: � Z� CORONA, CA. 92880 CORONA, RECOMMENDM79Y WILLDANDATE: CONTACT: DON JAMES (951) 479-9389 NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1't-30' V: TR 30422-1 I P 040242 I sHEEr N0' COUNTY OF RIVERSIDE THE LAKES SCHsDutE,+ VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: I W.O. COUNTY 12 OF 3q- SHEETS DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNiT AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. IRRIGATION CONSTRUCTiON NOTES Cva lley wide pHass D: 0 STUB AND CAP A 2" PVC SCH 40 MAiN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR (4) CONTROL WIRES AND ONE (i) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND NSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "515" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN 3 EIGsHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COiL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL INSIDE A RECTANCsULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.O.A iRRIGATION DRAWINGS. OINSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE AREA. REFER TO H.OA IRRIGATION DRAWINGS. OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WiRE. NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS. V2" PUPW VALVE FOR FIL IR-S. POINT OF CONNECTION INFORMATION Water Meter number 13 Water Meter Civil Station Number 21+20 Water Metz Location Rockport Road Meter Size 2" EMWD Standard Drawing Number D-33665 The Peak Design Flow Through the Meter (GPM) 34.1 The Design Pressure At The Meter (PSI) -14.1 Tota I Area Served 139 The Meter In Square Feet 36,spa 0 Annual Water usage The Meter (Gallon/Year) 1,610)674.0 Hydraulic Grade Line (HGL) 1550.5 Elevation At Water Meter 1435.0 Available Static Pressure SOD SEE SHEET 11 FOR CONTROLLER DESIGNATION STATION. 2+ O PER 0-3366, Ca-4NECT TO EX15TIN3 2' SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER PS-10 28� / O U 255 254 T 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVAL BSOLUTION REVISING THE PLANS FOR VAY THECOUNTY DESIGNED BY: 259 ya 14-6 '� - / ire .�•'�' -'" 12.4 258 lA-5 �,.. 5 01 a POINT OF CONNECTION INFORMATION Water Meter Number 12 Water Meter Civil Station Nmber 21+10 Water Meter Location Rockport Road Meter Size 2" EMLD Standard Drawing Number 0-33665 The Peak Design Flow Through the Meter (GPM) 31,0 The Design Pressure At The Meter (PSI) (0 r, Total Area Served By The Meter In Square Feet 36,819.0 Annual Water Usage The Meter (Gallon/Year) 1,610* 14.0 Hydraulic Grade Line (HGL) 1,5415 Elevation At Water Meter 1,432.0 Available Static Pressure 50.0 SEE SHEET 11 FOR CONTROLLER DESIGNATION STATION- 21+ O PER D-3-16&S, C4CNNECTO EXIST 2" SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER P5-10 =''• �•� — ' 257 _ C: ALLOUT LE(SEND OWATER METER CALLOUT CONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 11 FOR SPECIFIC COMPONENT INFORMAITON 256 ESSOV A. No. 33950 Z^ APPR. DATE Exp.6-30-08 REVISIONS COUNTY q� C IV V�' DRAWN BY: CHECKED BY: CF CM�'6 TRANSPORTATION DEPARTMENT APPROVED BY: �I 2 39 / . /i' ire 3 3 � // . /�� � ''• ,..` -' .�` - // F'UWmE FOR FIL 3° DETAIL 1 8. 1" 3" 15.4 13-22 1A1,.9 .'� % jj 3 45 1 �� 30 / , �� � , 13-2t 2 /i 302 14-5 2 f / / if // 301 1434.6 1434.1 0 30 60 90 120 SCALE 1" = 30' NORTH NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. BORTHWICK GUY BETTENHAUSEN I N C. 2 4 6 2 Dupont Drive I r v i n e, C a l i f o r n i a 9 2 6 1 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com rfsl` /0 6 DATE: CLIENT r. WILLDAN ATE. DRAWN BY: Jeff Kraus CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 NOTE: SEE SHEETS 14-16 FOR IRRIGATION LEGEND, DETAILS & NOTES BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: TR 30422-1 040242 I SHEET NO. COUNTY OF RIVERSIDE THE LAKES 5Cj7W(4G A - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION PLAN FOR: 1W.0. COUNTY 13 OF 3+ SHEETS I iRRiGATION CONSTRUCTION NOTES Cva lieu wide chase IA IRRiGATION CONTROLLER 804MULE: IRRIGATION LEGEND.- hail" UJTde PHi) STUB AND CAP A 2" PVC- SC44 40 MAIN LIE PIPE FOR FUTURE EXPANSION INTO P 6ASE 2. RUN FOUR 1 (4) CONTROL UM* AND ONE (1) COMMON WIRE TO 114E CURfEM' END OF THE MAN LINE PIPE STUD -OUT. MAR A WIRE COIL i PWM AN ADDITIONAL SIX FEET AND INSTALL THE UPRE COIL NSIDE A RECTANGW-AR PULL BOX BRAID THE LETTERS -SB' ON THE LID FOR FUTURE IDB4TIPIC:ATIOK OSTUD AND CAP A 3' PVC CLASS 38 MAN ION LINE PIPE FOR FUTURE EXPANSINTO PHASE 2. RUN THIRTY ONE (31) CONTROL WIRES AND 014E (1) COMMON WIRE TO THE CURR94T END CF THE MAIN LIE PIPE STUD -OUT. MAKE A WINE COIL FROM AN ADDITIONAL SIX NET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR FULL BOX. BRAND THE LETTERS 'eB- ON THE LID FOR FUTURE IDENTIFICATION. 44 40 MAIN LINE PIPE " FUTURE EXPANSION INTO PHASE 2. RUN 67M AND CAP 2* FsvAC SO O EWTTM (0 ACONTROL WIRES AMC CNN ( COITION WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAIM A WIRE COIL FROMM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX BRAID THE LETTE RSS 'SB' ON THE LID FOR FUTURE IDENTIFICATION. OSTUD AND CAP A 2" PVC SON 40 MAIN LIE PIPE FOR FUTURE EXPANSION INTO M"SE 2. WW EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END CF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL NSIDE A RECTANGULAR PULL BOX BRAND THE LETTERS bD- ON THE LID FOR FUTURE IDENTIFICATION. STUB AND CAP A 2' PVC SCH 40 MAN LINE PIPE FOR FUTURE EXPANSION INTO M"SE 2. RIN 6 ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CANT END OF THE MAN LIE G PIPE STUD -OUT. MAKE A WIRE COIL FiROIM AN ADDITIONAL SIX FEET OF AND INSTALL TM WIRE COIL INSIDE A RECTANGULAR PULL DOX BRAND THE LETTERS "SD' ON THE LID FOR FUTURE IDENTFGATIONL OINSTALL RECLAII M IRRIG AT1CN WATER PETER AND PROVIDE STUB -OUT TO THE HOA LANDSCAPE ARREA. RB'ER TO ADA IRRIGATION DRAWINGS: L3 INSTALL DOMESTIC IRRGATiON WATER ME I AND PROVIDE STUB -OUT TO THE HDA LANDSCAPE AREA REFER TO HOA IRRIGATION DRAWINGS. c, NSTALL 3• DIAMETER PVC 6CH UXLE 40 SLEEVE FOR HOA COITUNICATION WIRE NOTE: ALL STUB -OUTS FOR HOA AREA TO iSE PLACED OUTSIDE OF THE LMD AREAS. DIG 4ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: VOW CDWTAMED WITHIN THESE PLANS SHALL NOT COMMENCE UNTi' AN EMCIMACNMUT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN AP EPTABL BY LUTICON O ANDNTY. REVISING THE PLANS FOR DESIGNED BY: GENERAL IRRiGATION NOTES 1. ALL CITY AND STATE LAWS, RULES AND REGULATION GOVERNNG OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY NCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SMALL BE CARRIED OUT BY THE CONTRACTOR 2. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO EXPENSE TO THE OWNER HE SHALL COORDINATE HIS WORK WITH OTHER CCNTRAC:TOR'S FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROIUGH WALLS, UNDER ROADWAYS, DRIVES, AND PAYING, ETC. 3. THE CONTRACTOR SHALL OBTAIN THE PERTNENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BECsMl IG WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPNG, VALVES, ETC., SHOWN WITHIN PAWED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLANTING AREAS WHEREVER POSSIBLE. THE MAN LiNE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORESEEN BELOW GRADE CONDITIONS. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE. 6. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED REPRESENTATIVE. N THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL AS6U-1£ FULL RESPONSIBILITY FOR ANY REVISION NECESSARY 1. DO NOT WILLFULLY INSTALL T14E SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN iT IS OBVIOUS N THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DANCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT M1GHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERNG. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THiS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. ALL SPRINKLER HEADS SHALL BE SET PERPSE ICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 9. 714E IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE AND TO PREVENT OVER SPRAY ONTO WALK$, STREETS, WALLS, ETC. THIS SHALL NCLUDE USE OF RAN -BIRD PRESS WRLE COi'1PE SATING SCREENS "PCS" SELECTING THE BEST DEGREE OF AMC TO FIT THE EXISTNG SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH 14010TE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 10. 120 VAC POWER SOURCE FOR THE CONTROLLER SHALL BE PIEOVIDED UNDER THE ELECTRICAL SECTION OF T14E SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FNAL CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER ii. ALL MAN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LiNE SLEEVE SiZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR T44E REQUIRED NUMBER OF WIRES UNDER PAVING. N ADDITION TO T14E CONTROL WiRE SLEEVES SHOW ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 12. ALL LATERAL LINE PIPING UNDER PAVING WITHOUT A SLEEVE SHALL BE PVC SC44EDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 13. PIPE SIZES SHALL CONFORM TO THOSE SNOW ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PiPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 14. FINAL LOCATION OF THE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER AREAS SHALL BE INSTALLED SO THAT T14E TOP OF THE SPRINKLER HEAD iS I -INCH ABOVE FNISN GGRADE. 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED N LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURS. 11. AFTER RECEIVING NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE, THE IRRIGATION CONTRACTOR, WITHIN TEN (10) DAYS SMALL ADJUST ALL LAWN HEADS SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4-INCH ABOVE FINISH GRADE. 0. ALL EQUIPMENT INSTALLED IN VALVE BOXE8 SHALL BE INSTALLED PER DETAIL DRAWINGS WITHOUT CUTTING SIDE WALLS OF THE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WITH NEW VALVE BOXES AS INSPECTED BY THE OWNERS AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S 1% THE CONTRACTOR SHALL RUN THREE (3) SPARE WIRES AND ONE (U COMMION WIRE FROM THE CONTROLLER TO EACH END OF THE MAIN LINE. HE SHALL EXTEND THE GROUPING OF WIRE 101, MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 20. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 21. ADV. (ANTI OMAN VALVE) UNITS AS SHOWN IN THE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF 2411 OF MORE BETWEEN THE HIGHSST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV. SHALL BE INSTALLED PER DETAIL DRAWING. 22. THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE ADJUSTABLE NOZZLES (VAN) TO BE INSTALLED N AREAS WHERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE. 23. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 24. "HEAT BRAN" THE TOPS OF THE VALVE BOX LIDS WITH THE APPROPRIATE IDENTIFICATION REFER TO THE IF�RIGATION SPECIFICATIONS. 25. TREE LOCATIONS TAKE PRIORITY OV`ER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. EMITTER SCHEDULE: INSTALL SALCO PCR SERIES EMITTERS TO THE SHRUBS AND TREES PER THE FOLLOWNG SCHEDULE: CONTAINER SiZE: EMITTER MODEL • QTY. AT EDCsE OTT. 6" FROM EMITTER QTY. OF ROOTBALL. NCN-DISTURBED SOiL 1 GALLON SHRUB PST-1 1 EACH - 1 5 GALLON SHRUB PST-2 I EACH - 1 15 GALLON SHRUB PST-2 3 EACH - 3 24" BOX TIME PST-2 4 EACH - 4 36" BOX TREE FIST-2 5 EACH - 5 48" BOX TREE B PST-2 6 EAC:44 - 6 THOROUGWLY FLUSH ALL DRIP TUBING PRIOR TO INSTALLING EMITTERS AND FLUSH AGAIN AFTER INSTALLING EMITTERS. THE CONTRACTOR 18 RESPONSIBLE FOR ALL PLANT MATERIAL LOST DUE TO EMITTER CLCXaCsINGs DURING THE CON.STRLUCTICN AND MAINTENANCE PERIODS AT NO ADDITIONAL CAST TO THE OWNER SLEEVE AND CONDUIT SCHEDULE: ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LNE PIPE SHALL BE A MINIMUM TWICE THE NOMINAL SIZE OF THE PiPE WITHIN. SLEEVE MATERIAL: • PVC SC44 40 FOR 1" THROUGH 2 i/2" PRESSURE SUPPLY LiM PIPE. • PVC SOW 40 SLEEVE FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LiNE PIPE • PVC SC44 40 FOR ALL LATERAL LINE PIPE. CONDUIT SIZE AND MATERIAL: • ONE 2" DIA PVC SC44 40 CONDUIT FOR UP TO 20 414 LOW VOLTAGE WIRES. • ONE 4" DIA PVC SC44 40 C40NOUiT FOR 21 AND UP TO 40 414 LOW VOLTAGE WIRES • ONE 3/4" PVC SC W 40 CONDUIT FOR FLOW SENSING; CABLE. • ONE 3/4" PVC SC:H 40 CONDUIT FOR MASTER VALVE WiRE. NOTE: FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN T14EIR OUN CONDUIT SEPARATE AND APART FROM ALL OTHER WIRES. A. 0T. No. 33950Z �^ Exp.6-30-08 APPR. DATE REVISIONS COUNTY Syr c Iv 1� a�P DRAWN BY: CHECKED BY. F CAL��/ PROPOSED CONTROLLER LOCATION, FINAL LOCATION OF THE CONTROLLER ASSEMBLY SMALL BE APPORV'ED BY THE OWNER'S AUTHORIZED 4REPIRESHNTATiVE. t•IEFER TO THE SCHEDULE BELOW FOR THE CONTROLLER MODEL. N MBM 120VAC POWER TO THE CONTROLLER TO BE PROVIDED BY OTHERS. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONNECTMG THE 120VAC POWER WIRE TO THE CONTROLLER ALL 12OVAC POWER WIRING SMALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE NOTED ON ?WE DRAWINGS. ANY DEVIATIONS WILL BE NOTED ON THE AS -BUILT DRAWINGS. MODEL -NUMBER STATIONS -USED SEE SHEET rET2000*-32-LR-RR@-SSE-R I2 - LR_ DDOMIE-1RRe 12A-25LfM 8 ET218 -LR-RRe-SSE-R 13 �000e-32 LR-�Dd'ME-RI� 13A-23 8,13 RwR-1QRs-SSE-R 14 LR_ 14A-10 13 16 ----40-LR-G-R1Re-SSE-R 1tJ M.A.,ITH RA-31 5, 6 FM-IB�TId ETG AND ETGE 3RRi --_R LR- 11A-25 4 T2000e-40-LR-RlRe-SSE-R 19--cuu_- OGRE-RRs 19a-12 6 0004e-32-LR-RRe-SSE-R ® 20A-31 8 R-HIND IN WE ENCLOSURE a LR-STICK LMR-400-DD NOTE: PROVIDE ONE (1) CALSENSE MMoDEL WAs-TRAN' TRANSCEIVER AS PART OF THE TUIRN OVER ITEMS AS NOTED IN THE IRRIGATION SPECIFICATIONS. FOR ET GAGE USE PAIGE P-1111-0 CABLE INSTALLED IN 3/4' PVC SCH 40 CONDUIT. THE TOP OF THE ET GACaE SMALL BE 314' ABOVE FINISH GRADE THE LOCATION SMALL BE REPRESEiNTATIVE CF THE AREA TO BE IIORGATED AND FREE OF ANY CIBSTRUCTIONS TO SUNLIGHT AND WIND. CALL CALSE NSE FIELD TECHNICIAN AT (800) 512-8606 FOR ASSISTANCE IN CORRECT PLACEMENT OF THE ET GAGE. CONTRACTOR SMALL CONTACT DAVID MEMAN WITH CALSOISE AND R OY ADAME WITH VALLEY -WIDE FOR W S LOCATION VERIFICATION PRIOR TO INSTALLATION OF PHONE LINE AND WUB ENCLOSURE. CONTRACTOR SMALL COMPLETE THE 12OVAC POWER TO TIE CALGENSE LR-WUIS AND MAKE THE FINAL HOOK-UP. CONTACT CALM" PRIOR TO PUaCWASE OF ANY WO EG>18 W DEVELOPER TO COORDINATE AND PROVIDE A PMC E DROP TO THE FINAL MUM LOCATION, LOCATION CF 74E C:,ALSENOE LR-MUB TO BE DETERMINED BY CALSENSIS FROM RADIO TEST RESULT. ARIGATiON POiNT OF COMECTION: (va Ileu wide - ohase 1) POINT OF CONNECTION TO THE EXISTING WATER METER PROVIDED AND INSTALLED BY OTHERS. VERIFY EXACT WATER METER LOCATION WITH THE CIVIL ENGINEERS DRAWINGS. THE CONTRACTOR SMALL PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TO THE WATER METER HE SHALL. RUN A 3" CAPPER TY'K' SERVICE LINE FROM THE WATER METER THROUGH} THE RELATED APIOURTENANCES, THEN TRANSITION TO PVC FOR T14E REST OF THE SYSTEM. REFER TO THE CHART BELOW FOR THE METER SIZE, MASTER VALVE SIZE, FLOW SENSOR, MAXIMUM FLOW, AND REQUIRED OPERATING PRESSURES Dom STREAM CF THE WATER METER METER SERVICE METER YARDNEY AMIAD BACK -FLOW NORMALLY FLOW MAX OPERATING SEE NUMBER LINE SIZE MAXI -CLEAN TURBO PREVENTOR CLOSED SENSOR DEMAND PRESSURE SHEET SCREEN FILTER SIZE MASTER VALVE 12 2" 2" 2" 1-1/211 2" 1" 1" 310 (pis S 13 2" 211 2" 1-1/211 211 11/211 i" 34.1 141 $, 13 14 2" 2" 211 i-I/2-S 2" 11/211 1" 550 11.1 13 i5 211 2" 2" 1-1/211 2" 1 1/2" P 36Z 660 5, 6 i� 11/211 11/211 2" 1-1/211 11/21, 111 1" 265 669 4 02" 211 211 I-1/1" 2" 11/2" 1" 35.0 103 6 ® 2" Z" 2" i-I/2" 2" 111211 1" 339 669 a HYDRAULIC CALCULATION PROJECT, LAKE ROW FALLS - VALLEY WOE WATER MEIM 4 12 SIZE: ur i . 15413 ELEVATION OF METER, 143ZO STATIC FRESEtNE, $OD 11104 ME CONTROL VALVE: 12-19 3tO MA'A~ FLOW DEMAND , 3L0 H T HEAD ON VALVE ZC1E, t4280 WATER MEAT=IE 2- 2.5 BACK -FLOW PR111VE TTO1R: 2- its FORMATION INJECTOR, (15% static Presses) --- 1.5 ROW SDN60RRs 1 V4" 12 BA W 67PA&ER tg AMIAD SCPIM FILTER L4 GATE VALVE, Itne size 13 MASTERt VALVEs 1• 50 MAW LINE PIPE: varies 60 IREM04E CONTIRIOL VALVE, 1621 3A LAiERAL LiNE PIKE, varies 30 FITTIIY$ (m OF PIPE LOSSA 45 ELEVATION DIFFERENTIAL, gal^ -Ll TOTAL. SYSTEM LOSSES, 41b RREGAIIRED HEAD FAREGOAM. 20D TOTAL SYSTEM IE(,UJlREPIENf& &Is STATIC PRESSLJE: solo DUALWATSTR F"RESSUPW (ttb) HYDRAULIC CALCULATION PINAI:CT, LAKE RIDGE FALLS - VALLEY UIDE WATER METERR 0, � 5 SIZE- . r WA-, 546.0 ELATION OF MEi W HAND STATIC PIIESSiJgE: 5010 REMOTE CONTRROL VALVE, 0_1 140 MAXPW FLOW 0014AND . 362 HIGHEST HEAD ON VALVE ZONE: W34A WATER MIV 2- 30 BACK -ROW PI E~CR. 2- IL9 NERT'IGATION INJECTOR, ( E% Static P 4mmmm --- 1_5 ROW S� 1 114' iA BASKET STRAUER is A 41AD SCRIM FILTER 115 GATE vALVE- Imo -tze 1.4 MASTER VALVES IVY 23 MAN LINE PIPE- varies 51 REMOTE CONTROL VALVE: 1' 2O LATERAL LINE PIPE: varies 32 FITTIICa6 (tO.M OF PIPE LCS6A 41 ELEVATION DIREPIIBdTIAL, loss 13 TOTAL SYSTEM I OSSE& 46A IW:Qvw MEAD Fwasa E: 20D TOTAL SYSTEM IIEdJIRE3'd9JT3, 66B STATIC FRESSAM SOD RESIDUA_ WATER PRESSURE (16J1a HYDRAULIC CALCULATION /11 DAWt: LAW RIDGE FALLS - VALLEY-WIDS NIIATlDt METERS _jq_ SIM W4% . I M&I ELEVATION CF METE1Rs µ a= STATE PIRESGURRI solo RB-iO'TE CO ONCIL VANE. 20-26 2Ml3 MAIM RAW DEMAND , 33.9 WiGIMT WEAD ON VALVE ZONES UTATBR METER: 2- 2U! SACK -FLOW 111100 TORS 2- IL9 FEW10ATION N JEJFCTCR, ( 8% Static PNeRRNre) --- 1A FLOW 6191160% 11140 0 BASKET STRAA49t L9 AMUAD 60111119MIN FILTER 2A GAT! VALVE, 11n..Jae Lb MA "A VALVE, I I/1• 2J MAIN LIE PUeE, varies 51 R@RORE CONTRO. VALVES Has 36 LATERAL LINE FEE, varies 2A F "mm (I= OF PIPE LO"A bt ELEVAi'IM DSSERBMAL. gain -O TOTAL BYSREM LOOSM 46q REGUIRED HEAD PRESSURE. 204 TOTAL SYSTEM IREfiJNR -fma , K9 STATIC PRE.&GURE, solo WATER FIRESSUREl r-R.11016r1: L_.wkc macs:. nMLLa - vALLeT woe WATER HE19ER 41 i- aim -� WC-L+ MWb ELEVATION OF HETE1Rr 1435D STATIC PRESSURE, SOD IFAR40 TE CONTROL VALVE, 13-10 341 MAXIM+M FLOW DEMAND . 34.1 WATER MOM 2- 2.1 BACK4R.0 W PREVENTOR 2- IL9 FERTIGATION IKIECTOW l D% Static Prr.w) --- is FLOW Seam 1 1/4- 12 SASKET STRAINER m AMAD SCREEN MOM 10 GATE VALVI6 Iles size IB MASTM VALVES 1I%' 3A MAIN LINE FIFE, varldo t23 iE?'IdTE CCNTRCIL VALVE, I IR' 3A LATERAL LINE PIPE: varies 2.5 FITTNGB (10% OF PIPE LOSE% SO ELEVATION Di#EIIIIIIINTIAL. low 02 TOTAL SYSTEMI L OOOF& 541 REGUIRE17 HEAD PRE88LIEs 200 TOTAL SYSTEM REGUIUIB+B,TTB, 141 STATIC PREMIUM SOD ,Wii rrWa - TI-LLCI wrK WATER MEi 4 -„p-_ SITE. I IR■ WrALa 8418 ELEVATION OF METER, WW3 STATIC FIRE='PO, SOLO 0494M C:GWTWL VALVE n-13 14.1 MAXIMRJlM ROW DEMAND, 26JN WATT'rR: METER, I L-21 L9 MACK-FLCW 1'NREV@ cm I IR- IL9 PERTK-ATION ILECTO■s l M% SMatic F%4m" ro) -__ 1D FLOW SENSORS 1 114" 13 BASKET STAANER is AMIAD SCFAM FILM L9 GATE VALVE- the -Ize Is MASTER VALVE, I- S.0 MAN LIE PG•E, varies 10 IWAR MOTE CONTROL VALVE- 1. 20 LATERAL LIE PIPE, varies 2.1 FIRINGS (IOt OF PORE Los" 43 ELEVATION DIFIFERIDMAL- gain -OB TOTAL SYSTEM LOSSES, 469 RECYIlm LEAD PRESSLEE: 200 TOTAL SYSTEM 1RE009010 TS, 669 STATIC PRES&M. 500 HYDRAULIC CALCULATION PROJECT: LAKE RIDGE FALLS - VALLEY WIDE WATER I1E7L1R 4 fig- SIZE: ' HGLJ 041!S ELEVATION OF METER+ 14320 STATIC PRESSURE: 50D REMOTE CONTROL VALVE: 14-1 33D MAXIMUM FLOW DB'MAND - 55.0 W W40ST HEAD ON VALVE ZONE. t 4A WATER IMETEP& 2- 43 BACK -FLOW F'REVIWORs 2- IL9 F1'Jti "TiON NJECTOM ( 34 Static Presdo" --_ 13 FLOW SBNSORs 1 iR• 69 BASKET STRAI NIt t8 AMIAD SOPRO N FILTER 2O GATE VALVE, the size IA MAST Pt VALVE. 1 14' 3.6 MAN LINE PIPE: varies ICJ REMOTE CONTROL VALVE: I UU' 38 LATERAL LINE RiM varies 30 FITTINGS, (iM OF PIPE 1.066A 5J ELEVATION DIFFERENTIAL: law t0 TOTAL SYSTEM LOSSES, 51J IEfiUED HEAD PRESSURE, 20D TOTAL SYS"" PgkZUPBIBTM T1J STATIC PRESSURE, SOD RESIDUAI. WATER PRESSURE (21J) HYDRAULIC CALCULATION PROJECT, LAKE RIDGE FALLS - VALLEY WOE WATER METEIR 4 �� SIZE, 2- 4AALS ELEVATION OF METER, 04W 143410 STATIC PRESSURE, 500 REMOTE CONTROL VALVE, 19-2 265 MAXIMUM FLOW DEMAND , 350 Wr*ftT HEAD ON VALVE ZONES W301 WATER P'ETERs 2- 21 OACK-FLOW PREV11TORs 2- IL9 1ERTKaAT10N INJECTOR,( D% Static F44m"m) --- 18 FLOW SENSOR, 1 1/4" to SAAKET STRAIT L9 AMIAD SCRAM FILTER 20 GATE VALVE, the -Is L4 MASTER VALVE, I V2' 2J MAIN LIE PIPE, vary 92 REMOTE CONTRO. VALVE, I V1- 316 LATERAL LIE PIPE: varies 29 FITTINGS (lot OF PIPE LOSS), 4.1 ELEVATION DIFFERENTIAL. gain -IA TOTAL SYSTEM LOSSES, 903 LIMED HEAD P11111m Es 20.0 TOTAL SYSTEM IlEOIRB'®NTS, 103 STATIC SOD RE81DLIAL WATER PRESSURE (203) NOTE: A FICTITIOUS Hl-DRAULIG GRADE LSE (1,40 WAS ESTABLISHED FOR EACH POINT OF CONNECTION (POC) TO AC441EVE 50 PSI. WWERE A SOMTEIR PUMP IS PWAM 1RE0, THE 000OTM PUMP SPECIFICATION WILL HAVE TO BE REVIELLEO AND AFPROVIED BY 1AWIM PRIOR TO CIRDBRIMG THE EQWPMIENT. FINAL PRESSURE SHALL BE PROVIDED BY EASTERN MUNICIPAL WATER: DISTRICT (EMIi2). TRANSPORTATION DEPARTMENT APPROYED BY: gORTHWICK GUY'BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com 4 % 6 o DRAIMJ BY Jeff Kraus A. DATE: CLIENT CENTEX HOMES PIP 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 928W 1MMEN BY WILLDAN A ✓ CONTACT: DON JAMES (951) 479-9389 r� C SYMBOL: MANILPACTURER: MODEL NUMBER! DESCRIPTION= RAIDS Pbb GPM DETAIL: tl,T HUNTER INST-b-CV-XX POP-UP SPRAY MEAD 12.14' 20 02 IR-Ti WITH FPO RAIiIBIRRD NOZZLE N� HUNTER NST-6-CV-XX POP-UP SPRAY HEAD 12-14' 20 130 IR-11 WITH 1ST RAINBIRD NOZZLE HUNTER NST-6-CV-XX POP-UP SPRAY HEAD 12 44' 20 1A5 IR-11 WITH 15W RAINDIRD NOZZLE A HUNTER NST-b-CV-XX POP-UP SPRAY HEAD 12 -14' 20 330 IR-11 WITH iSF RANBIRD NOZZLE i+ HUNTER INST-i2-CV-XX POP-UP SPRAYHEAD 8-9' 20 36 IR-11 WITH 100 RANDIRD NOZZLE d'+ HUNKER INST-12-CV-XX POP-UP SPRAY HEAD 81-9' 20 .48 IR-11 WITH TOT RANDIRD NOZZLE V HUNTER INST-12-CV-XX POP-UP SPIRAYIEAD 8•-9' 20 .12 IR-TT WITH 1064 IRAUESIRD NOZZLE HUNTER INST-12-CV-XX POP-UP SPIRAYHEAD B--J' 20 IMH IR-11 WITH ION RAINSIRD NOZZLE b WINTER NST-12-CV-XX POP -LIP SPRAY HEAD 10-11' 20 AO IR-11 WITH 120 RAIN115IRD NOZZLE ♦ HINTER NST-12-CV-XX POP-UP SPRAY HEAD 10-11' 20 EO IR-11 WITH 12T RANBIRD NOZZLE v HUNTER NST-I2-CV-X0C POP -LIP SPRAY HEAD 10-11' 20 1.20 IR-11 WITH 12N RRAINBIRD NOZZLE ♦ HUNTER NST-12-CV-XX UI HEAD10-II' 20 2.40 IR-11 WPIO�P RPRAY NOZZLE 0 HUNTER MT-12-CV-XX POP-UP SPRAY HEAD 12-14' 20 A2 IR-11 WITH 190 RANBIRD NOZZLE i+ HUNTER N6T-I2-Cv-Xx POP -LIP SPRAY HEAD 1244' 20 1A5 IR-rl 9 WITH OW RAMIRO NOZZLE HUNTER NST-12_1CV-XX POP-UP SPRAY HEAD 12-14' 20 330 IR-rl WITH BP RAINSIRD NOZZLE NOTE: INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND, WALLS A MINIMUM OFI TWELVE (12) INCHES AWAY FROM THE STRUCTURE. NOTE: ALL POP-UP SPRINMU_ER HEADS USING RECYCLED WATER SMALL BE INSTALLED WITH PURPLE CAPS. ALL SHAM HEADS ON RISER USMG RECYCLED WATER SHALL BE PROPERLY LABELED WITH PURPLE RECYCLED WATER TAGS ON THE RISER PER WATER DISTRICT STANDARDS. RAIN BIRD PESSR-PRO-0 SERIES ELECTRIC CONTROL vAL%S IR-1 ® RAM BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL N/ALVE ASSEMBLY. IR-2 e NELSON 1645 NON -POTABLE QUICK COUPLER WITH ACME THREAD IR-3 QUICK COUPLER VALVE TO BE. AT 00 FEET SPACING. NOTE: PROVIDE NELSON MODEL 1641 TWO QUICK COUPLE KEYS. a DURA 0548-001 FLUSH CAP. INSTALL DRIP FLUSH ASSEiMDLY PER DETAIL DR-5 N N13C0 T-580 ISOLATION BALL. VALVE, LINE SIZE. IR-4 C4 NIBC.0 FG-2165-O-XX ISOLATION BUTTERFLY VALVE. LINE SIZE. IR-5 O TORO P220-21-XX-RW60-KIT SERIES NORMALLY CLOSED MASTER VALVE. IR-21 NOTE: REPLACE XX IN THE MOOL.E NUMBER WITH -06 FOR 1 1/2 VALVE AND -04 FOR 1' VALVE. O C-ALSENSE FM -SERIES FLOW SENSOR FOR SIZE, REFER TO IMPIMATiON CONTROLLER SCHEDULE. IR-21 C EXISTING RECLAIMED WATER METER. PROVIDED AND INSTALLED BY OTHERS --- FOR SIZE AND FLOWS, iIB ER TO IRRIGATION POC THIS SHEET ® mow 925YA SERIES BACKFLOB PREVENTION DEVICE INSIDE A IR-32 STAINLESS STEEL STRONG BOX ENCLOSURE MODEL NUMBER SBBC-3080. FOR SIZE REFERS, TO IRRKaATION POO YARONEY MODEL MC-62-1 WITH AN 80 MESH MAXI -CLEAN &GREEN FILTER. IR-32 ® AMIAD SERIES FILTER WITH RED SCREEN. FOR MODEL AND SIZE, IREIR TO IRRIGATION IR-8 POCPROVIDE I" RANIBIRD PEW Rol/ FOR AUTO FL.USHMG IRIIER TO STANDARD DETAIL IR-& PLANT* CHOICE F-4000 FERTILIZER INJECTION SYSTEM --- CONTACT PETE GOMEZ AT 619-588-9909 FOR: ASSISTANCE IN SPECIFYING AND INSTALLATION OF THE INJECTION SYSTEM. NOTE: FOR FLOWS GREATER THAN 40 GPM, INSTALL ADDITION UNITS PER MANUFACTURE RECOMMENDATION. ® IR-21 1 IR-23 CONTRACTOR SMALL ALLPROVIDEEOONEE (1 EACH OF THE FOLLOWING ITEMS: -TRIAL-TRAM -ETGE CALSENSE ETGAGE -ETG ET GAGE STAINLESS STEEL. ENCLOSR . REFER TO POG CONTROLLER SCHEDULE FOR MODEL NUMBER AND SIZE 0 APPROVED RECTAWA LAIR PLASTIC SPLICE BOX IR-10 CONTRACTOR SMALL PROVIDE TWO (2) OP ANSE SPARE WIRES FROM THE CONTROLLER TO EEAC14 END OF THE MAIN LINE RUN AND ONE EXTRA ORANGE WIRE FOR EVERY FIVE CONTROL, VALVES MAKE A LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP INSIDE A 10' RONO VALVE BOX. BRAND THE LiD OF THE VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION. PVC GC4 40 3' DIAMETER IRRIGATION WIRE CONDUIT IR-II - - - - APPROVED PVC SCM 40 6" DIAMETER IRRIGATION SLEEVE IR-II APPROVED PVC SC 440 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IRAI - - - APPROVED PIG SC 440 LATERAL LINE PIPE FOR DRIP SHRUB. IR-111 DRA NBTALL SALCO PST-8ERSO W/PVG-IHX-XX OR-2, 4 DR-3 EMITTER (X(- REQUIRED NIPPLE LENGTH). DR-6 i 49%-R TO THE EMITTER SCHEDULE fM7R WUA TIES AND SPACING -.._.._.._ APPROVED PVC SCW40 LATERAL LINE PIPE FOR DRIP TREE IR-11 4 DR-4 INSTALL SALCO PST-2 UbPVC-IMX-XX EMITTER (XX■ REQUIRED NIPPLE LENGTH). PREFER TO THE EMITTER SCHEDULE FOR QLANTIES AND SPACING NOTE: ALL LATERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SWRUBS TO BE 3/4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. APPROVED PVC CL315 NON -POTABLE SOURCE PRESSURE SUPPLY LIME IR-11 4 IR-12 FOR 2 1/2" DIAMETER AND LARGER (ALL PIPE TO BE PURPLE N COLOR) APPROVED PVC SCH 40 NON -POTABLE SOURCE PRESSURE SUPPLY LINE IR-11 4 IR-12 FOR 2" DIAMETER AND SMALLER (ALL PIPE TO BE PURPLE IN COLOR) NOW. ALL MAIN LINE PIPE TO BE 2 t/2" UNLESS OTHERWISE NOTED ■ HUNTER PCB-20 BUBBLER ON RISER BELOW GRADE FOR 20 2L0 IR-14 INSTALL TWO (2) BUBBLERS FOR EACH PALM SE N NINIGER PRL0-25 ALINE PRESSURE REGULATOR DR-6 m AMIAD 1-1201, i" WYE STAINER WITH RED 120 MESH DISK FILTER IR-2 - KIWO BROTHERS i O2-XXX-S SERIES SPRING CHECK VALVE, LI►.E SIZE. DR-6 KING BROTHERS KSC-XXX-S SERIES OWNG CHECK VALVE, LINE $12E DR-6 NOTE: SPRING: C4EC2K VALVES TO BE USED FOR ROWS LOCATED AT TOP OF SLOPE. SWING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOE OF SLOPE. ® APPROVED ® B-AIRIRET RECLAIMED WATER SIGN PER DISTRICT STANDARDS SEE NOTES IN -LINE BOOSTER PUMP A"MK Y NOTE: ALL BURIED PIPE USING RECYCLED WATER SMALL BE INSTALLED AS PURPLE PIPE. ALL UVR PiPE ON -GRADE USING RECYCLED WATER SMALL BE PROPERLY LABELED WITH PURPLE RECYCLED WATER TAGS PER WATER DISTRICT STANDARDS. NOTE, CONTRACTOR SHALL NSTALL RECLAIMED LABELS ON ALL :IRRIGATION EQUIPMENT PER RECLAIMED WATER DISTRICT STANDARD. BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCE' H' NONE V.. CONTROLLER vALvE CALL -OUT GALLONS PER MINUTE STATION NUMBER CONTROL. VALVE SIZE Samttet-W. IR-31 A 4 B TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SCH5DU1Z ,+ VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION LEGEND FOR: w 0. COUNTY 14 OF SHEETS PVC LATERAL USE 45 ELL TO DEPTH PER SPECS. GRADE IN PLANTER RECTANGLE VALVE BOX W/ LOCKING SS BOLT HEAT BRAND STATION # EXTRA WIRE PER SPECS. CONTROL WIRING PER SPECS. GRADE IN TURF SCH 80 NIPPLE TYP. NATIVE SOIL COMPACTED TO ORIGINAL DENSITY SCH 80 PVC ELL THREADED WEED FABRIC WRAP BOTTOM OF VALVE BOX MAINLINE PER SPECS. SCH 80 MAINLINE FITTING SCH 80 TRU UNION THREADED BALL VALVE REMOTE CONTROL VALVE PER LEGEND & SPECS. SCH 80 FEMALE ADAPTER NOTES: 3 CU.FT. 3/4" GRAVEL 1. ALL WIRING MUST CONFORM TO LOCAL CODES PROVIDE 3" CLEARANCE 2. TAPE & BUNDLE WIRES @ 20' INTERVALS BETWEEN VALVE & GRAVEL 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 4. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX 5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 6. USE UNION IN LIEU OF BALL VALVE WHEN VALVES ARE ISOLATED WITH VALVE GROUPS LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park Dishict) VALLEY WIDE RECREATION 01/06 REMOTE CONTROL VALVE I R- 1 GRADE IN PLANTER RECTANGLE VALVE BOX W/ LOCKING SS BOLT HEAT BRAND "BV" 8" PVC CL 160 PIPE FLANGE, BOLT & GASKET PER MANUFACTURER GRADE IN TURF 3 CU.FT. 3/4" GRAVEL BUTTERFLY VALVE W/2" OPERATING NUT PER LEGEND & SPECS. MAINLINE PER SPECS. WEED FABRIC WRAP BOTTOM OF VALVE BOX 12"X12"X4" CONCRETE SUPPORT NATIVE SOIL COMPACTED TO ORIGINAL DENSITY NOTES: 1. CONTRACTOR SHALL PROVIDE 5 FOOT TEE WRENCH WITH SQUARE NUT FOR BUTTERFLY VALVE OPERATION 2. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) LD Consulting Wl (Any deviation or reproduction of this design must be approved In wdf % by Valley Wide Recreation & Park District) GRADE IN PLANTER LATERAL LINE UP TO GRADE RECTANGLE VALVE BOX W/ LOCKING SS BOLT HEAT BRAND STATION # SCH 80 UNION 3" 3" 3" SCH 80 MAINLINE FITTING SCH 80 TRU UNION THREADED BALL VALVE PER PLAN RAINBIRD PESB RCV PER PLAN SCH 80 NIPPLE AMIAD #1-1201, 1" WYE STRAINER W/DISK FILTER PER PLAN PVC CHECK VALVE SWING NOTES: OR SPRING TYPE PER PLAN 1. REFER TO DETAIL IR-1 FOR ADDITIONAL REQUIREMENTS 2. PROVIDE FILTER FABRIC INSIDE VALVE BOX LD Consulting 20M (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 DRIP R.C.V. ASSEMBLY I R PVC MAINLINE USE 45 ELL TO DEPTH PER SPECS. GRADE IN PLANTER RECTANGLE JUMBO BOX W/ LOCKING SS BOLT USE BOX EXTENTION AS REQ'D. AMIAD TURBOCLEAN FILTER UPSIZE FROM LINE SIZE RCV W/CONTROL WIRING FOR AUTO FLUSHING IN TURF SCH 80 ELL NATIVE SOIL COMPACTED TO ORIGINAL DENSITY I I� 1 SCH 80 MAINLINE FITTING MAINLINE PER SPECS. 3" DRAIN PIPE W/FILTER SOCK & 3/4"GRAVEL PIPE TO BE 36" LONG SCH 80 FEMALE ADAPTER SCH 80 UNION NOTES: 3 CU.FT. 3/4" GRAVEL 1. INSTALL FILTER DIRECTLY AFTER OF BACKFLOW PER MANUFACT. REQUIREMENTS PER MANUFACTURER'S RECOMMENDATIONS 2. FILTER REQUIRED AT ALL POINT OF CONNECTIONS 3. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 4. CONNECT FLUSH RCV TO DRIP 2 TERMINAL ON CONTROLLER FOR AUTO FLUSHING LD Consulting 2D06 (Any deviation or reproduction of fide design must be approved in writing by Valley Wide Recrestion & Padr District) 1/2" 3" GRADE IN PLANTER 10" ROUND VALVE BOX W/ LOCKING SS BOLT HEAT BRAND "QCV" QUICK COUPLER VALVE PER LEGEND & SPECS. GRADE IN TURF BRASS NIPPLE TYP. BRASS STREET ELL TYP. NATIVE SOIL COMPACTED TO ORIGINAL DENSITY 1 CU.FT. 3/4" GRAVEL li-1C=I ' #4 X 36" REBAR STAKE SECURE W/ TWO SS CLAMPS 1" SCH 80 SLIP BALL VALVE INSTALL VALVE T FROM QCV ZSCH 80 MAINLINE TEE OR ELL IN 10" ROUND VALVE BOX NOTES: 1. ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE PLAN VIEW 2. PROVIDE QUICK COUPLER KEY PER SPECS. B.V. 7- Q.C.V. 3. USE TWO #4X36" REBAR FOR QCV FOR SPORTS FIELDS T 4. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX-"'�'�'O 5. PROVIDE 2 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 6. QUICK COUPLERS VALVES MUST BE 150' APPART TYP. LD Consulting 2006 (Any deviation or reproduction of this design must be approved in vetting by Valley Wide Recreation & Park Disbid) VALLEY WIDE RECREATION 01/06 QUICK COUPLER VALVE I R-3 CONNECTOR INSERT CRIMPED COPPER SLEEVE STRIP & TWIST LOW VOLTAGE WIRES SPEARS DS-400 PRE -FILLED DRI-SPLICE LOW VOLTAGE WIRES NOTES: 1. PROVIDE BLUE SEALANT IN ADDITION TO PRE -FILLED CONNECTOR 2. PROVIDE WIRE CONNECTORS FOR ALL CONTROL WIRE SPLICES 3. PROVIDE WIRE CONNECTORS AT ENDS OF ALL EXTRA WIRES 4. WIRE SPLICES SHALL BE INSIDE VALVE BOXES AT VALVES ONLY OR FOR RUNS OVER 2500 FEET. 5. PROVIDE #12 CONTROL WIRING FOR RUNS OVER 2500 FEET AND ALL COMMON CONTROL WIRE LD Consulting 2006 (Any deviation or reproduction of this design must be approved in vMfhg by Valley Wide Recreation & Park Dlebkd) GRADE IN PLANTER PVC MAINLINE USE 45 ELL TO DEPTH PER SPECS. RECTANGLE VALVE BOX W/ LOCKING SS BOLT HEAT BRAND "BV" SCH 80 NIPPLE SCH 80 PVC UNION SCH 80 PVC BALL VALVE NIBCO T-580 OR APPROVED EQUAL BY V.W.R.P.D. 3RADE IN TURF SCH 80 PVC FEMALE ADAPTER 3 CU.FT. 3/4" GRAVEL PROVIDE 3" CLEARANCE BETWEEN VALVE & GRAVEL NEED FABRIC WRAP BOTTOM DF VALVE BOX gATIVE SOIL COMPACTED TO NOTES: ORIGINAL DENSITY 1. ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE 2. PROVIDE 4" CLEARANCE BETWEEN VALVE & BOX 3. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 4. PROVIDE 4 EA. SCH 45 DEGREE ELLS TO ACHIEVE BALL VALVE HIEGHT PER DETAIL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/O6 BRASS BALL VALVE LIR-4 GRADE IN PLANTER RECTANGLE VALVE BOX W/ LOCKING SS BOLT HEAT BRAND "PB" APPROVED WIRE CONNECTOR 36" EXPANSION COILS GRADE IN TURF NATIVE SOIL COMPACTED TO ORIGINAL DENSITY PVC CONDUIT SWEEP (WHEN SPECIFIED) 3 CU.FT. 3/4" GRAVEL NOTES: 1. ALL WIRING MUST CONFORM TO LOCAL CODES 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 3. PROVIDE 3" CLEARANCE BETWEEN WIRES & BOX 4- ELECTRICAL SWEEP OPEN END SHALL BE SEALED WITH EXPANSION FOAM 5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 6. NO WIRE SPLICES SHALL BE ALLOWED UNLESS APPROVED BY V.W.R.P.D. 7. ALL SPARE WIRES FOR END OF RUN SHALL BE IN A PULL BOX TYP. AND SHALL BE LABELED IN BOX AND AT CONTROLLER LD Consulting 2006 (Any deviation or reproduction of this design must be approved In writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 PULL BOX IR- 0 DIG ALERT TM CALL VALLEY WIDE RECREATION BEFORE & PARK DISTRICT YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Samuel . doe Date: Q�, y� Call at least 2 working days prior to excavating. pp Z J OVI ' NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT pSC4,p BENCH MARK: _ SFIEET N0. WORK CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,o� �' RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN � APPROVED BY: BORTHWICK GUY BETTENHAUSEN I N C. pN �Pr. ISSUED. � � 2 4 b 2 Dupont o n f Drive i �� e BM M-14-63 IN THE COUNTY OF RIVERSIDE. A. iop Irvine, California 9261 2 y y , =+► T INTERSECTION OF NEWPORT 15 � � 949-476-8616 T 949-476-8707 F www.bgb-inc.corn �0 135� �` ROAD AND LINDENBERGER THE LAKES SCHfDuLE/4 THE PRIVATE ENGINEER SIGNING THESE PLANS IS / No. 33950Z ' ROAD. V IR N PI VALLEY WIDE STREETS CAPES FOR ASSURING THE ACCURACY OF /�G DRAWN BY: Jeff Kraus O PE TAG CAPES PH. 1 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. Exp.6-30-08 1 O / s� MARKED COUNTY IN CAP OF 3' SHEETS MARK BY DATE APPR. DATE HA A. * $M * Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � }� N DATE: CLIENT CENTEX HOII,IES WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIV �P 2280 WARDLOW CIRCLE STE. 150 �, �, IRRIGATION DETAILS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q + ELEVATION 1425.301 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR lF fat- CP1-\F�Aw Z Z�� CORONA, CA. 92880 z �� SCALE: H: APPROVAL BY THE COUNTY. 1 i DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEND Y 1AALLDAN A CONTACT: DON JAMES (951) 479-9389 %Of CALVE V. NONE FOR: W.O. COUNTY AA UNDISTURBED SOIL COMPACTED BACKFILL LATERAL LINE CONTROL WIRING MAINLINE HARDSCAPE COMPACTED BACKFILL SAND BACKFILL LATERAL SLEEVE MAINLINE SLEEVE WIRE SLEEVE DEPTH A B C D E F 4" & LARGER - 30" 30" 36" 36" 36" 3" & SMALLER 18" 24" 24" 30" 36" 36" 2-1/2" & SMALLER 12" 24" 24" 24" 30" 30" WIRING BELOW MAIN - BELOW MAIN NOTES: 1. LINES MUST HAVE MIN. CLEARENCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES 2. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE @ 10' O.C. 3. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION 4. ALL SLEEVES MUST BE 2X THE DIAMETER OF THE PIPE WITHIN 5. ALL SLEEVES MUST HAVE FOAM SEALANT INSIDE PIPE 6. ALL SLEEVES MUST EXTEND 17 MIN. DISTANCE PAST CURB OR SIDEWALK 7. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOACTIONS LD Cmsdtirg M (Any derision or mixodwilan d ft design mall be approved m writing by Valley Wide Remee6on & Pak District) VALLEY WIDE RECREATION o,/os PIPE & WIRE TRENCHING IR-1 1 VALVE ID TAG TYP. - RECTANGULAR PLASTIC - VALVE BOX W/ LOCKING LID BRAND VALVE BOX LID TYP. TORO MASTER VALVE MODEL # P220 WITH PRESSURE REGULATING SOLENOID SCH 80 MALE - 7 ADAPTER TYP. / 2" MIN ET-2000 CONTROLLER MCALSENSE BLUE WHITE WISTRIPE \. F.M. UPSTREAM DOWNSTREAM SIZE LENGTH LENGTH 1" 10" 5" 1.25" 12.5" 6.25" 1.5 15" 7.5" 2" 20" 10" 3" 30" 15" RED YELLOW WATERPROOF CONNECTORS PER SPECIFICATIONS CALSENSE FLOW METER MODEL # FM-XX CONTACT CALSENSE FOR SIZING -4"MIN TM .. ... ;wy' :r�r .�~�4LiP i"....� _..".-a�• I I :^ti�.t«J2•!'.r • ( ..7���0•'�i•�'; �r •;r;'� ^j j.:'A.a+t:ttia� . � ;'to I`L���/r•• i. '.r ��".r'3.:i`.::' �'' Minimum Minimum Upstream Distance Downstream Disfanoe 1 CU.FT. PEA GRAVEL 10 x Flow Meter Size 5 x Flow Meter Size IN VALVE BOX TYP. SCH 80 PVC 45 ELL - MAINLINE FITTINGS NOTES: FLOW METER WIRING MUST BE 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES IN CONDUIT FROM METER TO IRRIGATION CONTROLLER 2. TAPE AND BUNDLE WIRES AT 20' INTERVALS TO MAINLINE 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT UNDISTURBEDSOIL 5. PROVIDE 4 EA. CLAY BRICK UNDER VALVE BOX (TYP.) 6. PROVIDE SEPERATE MASTER VALVE AND FLOW METER WHEN AN ADDITIONAL CONTROLLER IS SPECIFIED OR USE SINGLE MASTER VALVE AND FLOW METER WHEN THE "FL" OPTION IS USED FOR MULTIPLE CONTROLLERS WHEN THE "MLR" & "ML" IS USED WITH ONE MAINLINE 7. NEVER CONNECT SINGLE MASTER VALVES AND FLOW METERS TO BOTH CONTROLLERS 8. MULTIPLE CONTROLLERS SHALL BE LINKED WITH THE COM CABLE TO UTILIZE ONE MV & FM LD Cansctting 2006 (My deriatlm or epraducb d dtis design mat be approved in writing by Valley VYde Rwedon & Park Disi t) VALLEY WIDE RECREATION 01/06 MASTER VALVE & FLOW METER I R - 21 DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN AP ACCEROVABL LE BY THEnCOUNTY ON AND REVISING THE PLANS FOR DESIGNED BY: SCH 80 MAINLINE ELL 45 MAINLINE PER SPECS. TYP. SCH 80 MAINLINE ELL 90 UNDISTURBED NATIVE SOIL TYP. NOTES: 1. SUPPLY LINES 2"- 3" IN DIAMETER SHALL RECEIVE CONCRETE THRUST BLOCKS 2. SUPPLY LINES OVER 3" SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM 3. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COMPACTED SOIL BENEATH EACH INSTALLATION 4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAINING NO GRAVEL 5. WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE WRAP LD CarulWg 2006 (My dwislan or opodudim of ft design must be approved in w ili g by Valley Wide Reaesim & Pak DMid) VALLEY WIDE RECREATION 01106 CONCRETE THRUST BLOCK I R- 1 2 RB. CALSENSE CONTROLLER ASSEMBLY MODEL # ET-2000-XX-LR-RR-SSE (TYP.) WHEN USING MULTIPLE CONTROLLERS SPECIFY -MLR FOR A CLOCK AND SPECIFY -MR FOR B CLOCK SPECIFY -FL WHEN CONTROLLERS SHARE MAINLINE aCALSENSE FLIP TOP IN OPEN POSITION GFCI OUTLET & SWITCH u STAINLESS STEEL ENCLOSURE (WITH DOME ANTENNA) e e e CALSENSE TP-1 TRANSIENT e e e PROTECTION BOARD ea as e e as e ea e so #6 AWG GROUNDING WIRE e e e CONNECTED TO GROUND LUG 120 VAC JUNCTION BOX MOUNTING BOLTS - I. •�'. illll I:.�l: '•• • uIr �I i : t 171 GROUNDING ROD II 4 U NOTE: JL ./ 1. CONTACT CALSENSE FOR SPECIFIC CONTROLLER MODEL NUMBER FOR EACH INDIVIDUAL PROJECT REQUIREMENTS AND COMPONENTS 2. ALL CONTROLLER COMPONENTS MUST BE CERTIFIED BY CALSENSE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSTALLING ALL REQUIRED CONTROLLER COMMUNICATIONS. CONTACT CALSENSE FOR EACH PROJECT REQUIREMENTS LD Conailig 2006 (My dwas im or re"dud an d ft design mud be approved In writing by Vetiey Wide Reaeallm & Pak District) VALLEY WIDE RECREATION 01/06 PEDESTAL CONTROLLER I R - 23 ESS A. No. 33950 Z' Exp.6-30-08 AP PR" DATE REVISIONS COUNTY �qr CIV, 1, CP DRAWN BY: CHECKED BY: �'�*� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: TREE BASIN TREE ROOTBALL TYP. 4" FLAT DRAIN CAP SET FLUSH WITH GRADE FINISH GRADE JBBLER HEAD JNTER CHECK VALVE ,H 80 RISER ARLEX STREET ELL 1TERAL THROUGH PIPE 4" DIA X 36" PVC PERFORATED PIPE W/PEA GRAVEL 6" BELOW BUBBLER LLD Con wi11 ng 2006 (My devietim a reproduction f tM design must be W.,.d in w*V by valley wde Recreai n & Pak DAs d) LesVALLEY WIDE RECREATION 01/O6 TREE WELL BUBBLER LR- 44 NOTE: CONTACT CALSENSE FOR CONTROLLER ORIENTATION FOR OPTIMUM RADIO SIGNAL PRIOR TO INSTALLATION FUTURE COMM. CONDUIT RUN TO BOX 24" AWAY FROM ENCLOSURE DOME ANTENNA CALSENSE PREASSEMBLED ENCLOSURE MODEL # SSE-LR-DOME-RR (LOCAL RADIO & RADIO REMOTE) - PISTON CONNECTED TO FLIP TOP LOUVERED VENT 30"X26" CONCRETE BASE 8" DEEP MIN. POUR 2" ABOVE FINISH GRADE • e I r3-40 SWEEP FOR dOL WIRING • . 1"SCH 40 SWEEP FOR 3/4" SCH 40 SWEEP FOR ET GAGE \-::: 120 VAC POWER 5/8" X W COPPER GROUNDING 1" SCH 40 SWEEP FOR ROD WITH #6 WIRE FOR CLAMP FLOW METER LD CarnsuAkg 2W6 (My dw e6m orrepodutim of ft design mud be approved in wribg by Valley -Wide Rea sdoi & Pak Di* d) VALLEY WIDE RECREATION 01106 PEDESTAL ASSEMBLY I R-24 BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive " Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.b9b-inc.com ►H A. A FI OWN DATE: CLIENT .>7�� RECOMMEND Y WILLDAN DATE: -7r DRAWN BY: Jeff Kraus CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 HEAD TO BE 1/2" ABOVE GRADE IN PLANTER SPRAY HEAD W/CHECK VALVE 6" FOR TURF 12" FOR PLANTER PER LEGEND & SPECS. HEAD TO BE FLUSH WITH GRADE IN TURF NATIVE SOIL COMPACTED TO ORIGINAL DENSITY MARLEX ELL TYP. 3 PLACES SCH 40 TEE SLIP X FT SCH 80 NIPPLE TYP. 1/2" X 8" MIN. SIZE FOR 6" 1/2" X 12" MIN. SIZE FOR 12" NOTES: LATERAL LINE PER SPECS. 1. USE 3/4" TEFLON TAPE WHERE ELL MEETS SCH 40 TEE 2. INSTALL HEAD PERPENDICULARLY PLUMB TO ADJACENT GRADE 3. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 4. INSTALL HEADS 2" FROM HARDSCAPE EDGE IN TURF AREAS 5. INSTALL HEADS 6" FROM WALLS IN PLANTER AREAS Cma ftV 2006 (My dwislim or nawductfm of ft design mat be appwed in willing by Valley Wide Recreebon & Pak Dow) VALLEY WIDE RECREATION 01106 POP-UP SPRAY HEAD IR-1 7 CALSENSE ET GAGE ENCLOSURE MODEL # EfGE HEAVY GAGE STEEL MESH STAINLESS STEEL ENCLOSURE T-PINS WITH DRILLED HOLES FOR 92526 PADLOCKS 18"X18"X8"POURED IN PLACE CONCRETE BASE CALSENSE ET GAGE MODEL #ETG MOUNTED ON METAL STAKE & BASE 2" ABOVE FINISH GRADE :a. ,•'• �l 1" ELECTRICAL SWEEP ELL FOR PAIGE P-7171-D CABLE IN CONDUIT TO ET-2000 CONTROLLER NOTE: 1. CONFIRM LOCATION WITH CALSENSE PRIOR TO INSTALLATION 2. LOCATE IN PLANTER AREA TYP. 3. SPECIFY FOR CONTROLLERS TO HAVE THE "-G" MODULE WHEN AN ET -GAGE IS USED U) CawA ng 2W6 (My devletlm or reprodt a m of ft design mret be approved in writing by Valley -Wide Remotion & Pack District) VALLEY WIDE RECREATION 01/06 ET GAGE AND ENCLOSURE IR-25 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 H' NONE V: .. . - • Ill TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SCft�fXlC,4 VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION DETAILS FOR: w 0. 1 COUNTY E _:133j1i:" 16 OF 2L SHEETS SYSTEM DESIGN PARAMETERS - POC "14" SYSTEM DESIGN PARAMETERS - POC 92" SYSTEM DESIGN PARAMETERS - POC "11" System Model Number: I5C610A-3-2-25/VFD/PSW/ATT System Model Number: I8AQB-.15-2-2/FSW/ATT/5P System Model Number: iBA I5-.-I5-2-2/FSW/ATT/BP System Design Flow Rate- 15 GPM System Design Flow Rate: 31 GPM System Design Flow Rate: 21 GPM System Design Pressure: 11 PSI Syeten Design Pressure: 12 PSI System Design Pressure: 61 PSt Sybtee PlPing Size: 2 1/2 INCH System Piping Size: 2 INCH System Piping Size: 2 INCH Minimum Suction Pressure.- 50 PSi Minimum Suction Pressure: 50 PSI Minimum Suction Pressure: 50 PSI System Electrical Voltage- 230 VAC System Electrical voltage: 230 VAC System Electrical voltage: 230 VAC System Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: i PHASE 60 14Z Pump Model Number: C PIOA Model Number: 2HMSiE2D0-2HMS3 q,m, Model Number: 214MO E200-2HM83 OR WALL LOPE SCH ti0 BALL VALVE vR Sxsx7 TEE Pump Capacity (GPM). 15 GPM Pump Capacity (GPM} 31 GPM Pump Capacity (GPMA 21 GPM AGAINST FENCE PRESSURE REGULATOR SEE VR SXSXS TEE UVR LATERAL LINE Pump Total Head (FeatA 14 FFET PumpTotal Head (Fast). 62 FEET Total Heed (FeetA 53 FEET IRRIGATTION LEGEND & DETAIL DRY UVR PVC TYP. Rump Horsepower: 3 HP PumHorsepower: 3/4 HP Pixnp Horsepower: 3/4 14P o INE EMITTER E Pump RPM- 3500 RIFM Pump RPM: 3500 RPM Rump RPM: 3500 mail WARNING RECYCLED RECYCLED WATER SIGNAGE 10' O.C. SPACING System Full Load Amperage: 11 AMP System Full Load Amperage: 5 AMPS System Full Load Amperage: 5 AMPS WATER DO NOT DRINK PER EASTER MUNICIPAL WATER DISTRICT SEE DETAIL DR-2G 1pt 18" ® UVR PVC OR SALCO LAND IRREGEND BOOSTER PIJfMP ASSEMBLY: (pot 14) BOOSTER PUMP SYSTEM DESIGN PARAMETERS. BOOSTER PUMP SYSTEM DESIGN PARAMETERS. FLEX RISERS , , LEGEND FOR SIGNAGE CAN BE PURCHASED EMITTERS " SCH 40 UVR PVC ADISO-AGUA IMPURA FROM EASTER MUNICIPAL WATER GALVANIZED ` OR SALCO FLEX 1.1 Simplex water pressure booster system as designed and fabricated Barrett Ineared s ri li "Ica" by � Pumps SYSTEM DESIGN PARAMETERS - POC I SYSTEM DESIGN PARAMETERS - POC 19 NO TOMAR TUBING U-STAKE NIPPLE and provided by Groan Tech (800) 421-0119. The system shall be a completely prefabricated system DISTRICT (951) 928-3777 FOR FLEX RISERS SCH 40 UVR PVC ' ` with pump, piping, electrical and structural elements. The entire assanbl "II be UL Listed and SEE DETAIL DR-1 pump y System Model Number: iBACatB-I-2-2/FSW/ATT/BP System Model Number: 1BAQ 9,-2-•2/FSW/ATT/BP FOR TREE EMITTERS / REBAR J-HOOK ApprOYed, tem Design Flow Rate: 35 GPM Slptam Design Flow Rate: 35 GPM 1 /4" CARRIAGE BOLT(2 PLACES) i . SALCO FLEX RISER 1 I CHECK VALVE System Design Pressure: 15 PSI System Design Pressures 10 PSI TO SECURE SIGN TO POST SEE IRRIGATION ` / ' rTREE 1 ` FLUSH VALVE END / SALCO RISER 12 Pump shalt be (GA Series) single stage and auction close coupled centrifugal, cast iron bronze System Piping Size: 2 INCH System Piping Size 2 INCH LEGEND AND ` ' CAP -200'MAX ASSEMBLY fitted construction, equipped with medlantcal shaft seal, back pullout design. ["liar shalt either be Minimum Suction Pressure: 50 PSI Minimum Suction Pressure: 50 PSI CROSS THREADS TO DETOUR DETAILDRB - DISTANCE FROM VALVE C - #A-050-12-2MA ��r'�,.I and locked to the shaft with a hex head impeller nut and washer or shall be threaded directly System Electrical voltage, 230 VAC System Electrical Voltage: 230 VAC 48" MIN. EASY REMOVAL OF SIGN � � � � PER DETAIL DR-5 •-�--' mWpa JQ' n to the end Of the shaft. Pump shaft shalt be btetniees steel with no sleeve. Pump elmail be directly System Electrical Phase and Frequency: 1 PHASE 60 HZ System Electrical Phase and Frequency: 1 PHASE 60 14Z - 3" GALV. STEEL POST 0 G coupled to a G-face electric motor. UVR OR Pump Model Number: 2HMSIE2DO-214M54 Pump Model Number: 21-IMSIE200-2H1163 SET PLUMP TO GRADE SALCO '9 Pump Capacity (GPMA 35 GPM Pump capacity (CsPMA 35 GPM FLEX 1 13 Electric motor shall be of the squirrel cage Induction type suitable for full voltage starting. PumpTotal Head (Feet). 69 FEET Total Head (Feet):58 FEET I 1 / SALCO RISER Motor shall be ODP to aid in cools Electric motor shall_ba rated for conntinuous service. The SLOPE TO OF FOOTING REBAR J-HOOK ASSEMBLY �' Pump Horsepower' I HP Pump HoreepGR9er: 3/4 HP motor shall have horsepower ratings such that the moor wil l terry the maximum possible load to be • FOR UVR PVC #A-0so-1 z-2MA Pump RPI'1: 3500 RPM Pump RPM: 3500 RPi'T • I W I W developed under the designed pumping conditions and not overload the motor beyond the System Full Load Amperage: 1 AMPS System Full Load Amperage: 5 AMPS i EQUAL I nameplate rating of the motor. Motor shall have a L15 service factor. The motor shall conform to the 24" .t , / / latest NEh1A Standards for motor dent and construction. 2500 PSI CONC. FOOTING `I EQUAL ` / design ' 1.4 Pump Control Panel shall have a NEMA 4X plain front non-metallic enclosure with padlock latchm. BOOSTER PUMP SYSTEM DESIGN PARAMETERS. BOOSTER PUMP SYSTEM DESiGN PARAMETERS. ELLS FOR The panel Includes power and control re-sutable thermal circuit breakers, heavy duty magnetic starter SYSTEM DESIGN PARAMETERS - POC 1115" SYSTEM DESIGN PARAMETERS - POr- 112011 SLOPE GRADE with adjustable overload protection, Hand -Off -Auto switch to select mode of operation, and heavy 12" TRANSITIONWHEN duty numbered terminal stripe for power and control wiring seed terminations. System Model Number: IBAQ5-.15-2-2/FSW/ATT/BP %%tam Model Number: I5AC8-.15-2-2/FSW/ATT/15P APPLICABLE PLANTSPACIN47 A B C iS Metal oxide varietor protected pump start relay(e) incorporated in panel to start pump with signal System Design Flow Rate- 36 GPM Syetam Design Flow Rate- 34 GPM NOTES: from each irrigation controller. Syetam Design Pressure: (01 PSI System Design Pressure: 61 PSI 1. SIGNAGE MUST COMPLY WITH EMWD REQUIREMENTS 3' O.C. 18" 30" 5'0" System Piping Size: 2 INCH %&tan Piping Size: 2 INCH REMOTE CONTROL DRIP VALVE PER LEGEND Minimum Suction Pressure: 50 PSI Minimum Suction Pressure- 50 PSI 2. PROVIDE SIGNAGE AT ALL PROJECT ENTRIES AND AT EACH WATER WYEFILTER PER IRRIGATION s 12" FROM SIDEWALK TYP. ib All sybttam piping shall be type "L" copper. All fittings shall be copper or brass, with union Or Systtam Electrical voltage: 230 VAC System Electrical Voltage: 230 VAC LEGEND AND DETAIL IR-2 MAINLINE 4' O.C. 24" 42" 710' flanges to allow for system dia66Wi:I y Or major component removal. System shall incorporate en METER CONNECTION pipe size bypa Sy integral full stem Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: I PHASE 60 ,HZ I ed line with isolation valve to allow for pump removal and repair without Model Number: 2HMSIE2DO-2HMS3 Model Number: 2HMSIE2D0-2'HMS3 3. PROVIDE ADDITIONAL SIGNAGE ALONG PARKWAYS AND TRAILS AS SIDEWALK OR CURB 5' O.C. 30" 54" 816" disrupting water supply to system. Rump Pump Capacity (GPMA 36 GPM Pump Capaaity (GPMA 34 GPM DIRECTED BY EMWD 1.1 isolation valves shall be all brass quarter turn ball valves with hard errome ball on lines 2" and Punp, Total Head (Feet). DIFEET Pump Total Head (Feet). 53 FEET ID Ca g zees (MydevMm or WoftW of ft deW mat beaMovw n shag by Va" Wde Reoubm & Palk D"MI LD Consulting 2006 (Any devlaton or reproduction of this design must be approved In wriltlng by Val Wide Reereedon & Park District) LD Consulting 2006 (Any devielbn or reproduction of this n must be a Pump Horsepower: 3/4 HP Pump Horsepower: 3/4 HP Valley ) design pproved In writllrg by Valley Wide Recreation 8 Park District) less, isolation valves shier II be lug style butterfly valves with Bux�a -N elastomeric seats, ductile from RxRp �: 3x RPM � RPM: 3500 RPM nickel coated disc, and etainleee atasi stem with hands and 10 position galvanized memory plate on lines 21/1" and greater. �� Full Load Amperage: 5 AMPS System Full Load Amperage: 5 AMPS VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION 1,8 Gauges &hall be 21/2" diameter face, glycerin filled with stainless casing and brass internals. 01106 01106 01/06 1.9 Flow activated peddle style magnsiteaily coupled flow switch, sensitive to flows as low as 1 fps, BOOSTER PUMP ASSEMBLY: (poc '12', '13', '15', '11', '19' and '20') RECYCLED WATER SIGN I R-31 POINT TO POINT LAYOUT DR-1 EMITTER ASSEMBLY DR-3 mounted on piping and interconnected to time dsiag relay to shut down pump on no-ftow condition&, 11 1.1 Simplex water pressure booster system a* designed and fabricated bg Barrett Engineered Pumps time delay relay adjustable from 0 to 5 minutes. and provided by Green Tech (800) 421-0119- The system shall be a completely prefabricated system 1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back with pump, piping, electrical and structural elements. to allow Tor mounting of skid to concrete Pad. Skid equippeld with pipe support on suction and 2 g ,� ��'J 12 Pump shall be Horizontal multi -stage cantrtfugal. Pump construction shall be stainless fitted with dtednarge piping- All nuts and bolts and washers to be heavy zinc coated steel on skid and piping. lsJ stainless steel casing stainless steel impellers and bowls. Pump shall be equipped with mechanical Skid shall include mounting hardware for integral aluminum enclosure. 4 seal. Pump shall be directly coupled to a C-face electric motor. IJI The system enclosure shall be vandal and weather resistant, marine grade alum" alloy 50152-H32 i 13 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. construction with rectangular pund-iouts for viewing and heat dissipation. The enclosure shall be low 0 Motor shall be ODP to aid In cooling. Electric motor shall be rated for continuous service. The lle profhinged top design with padlock provision. The cover shall be secured to the concrete pad motor shall conform to the latest NEMA Standards for motor design and construction. with stainless steel hardware. 3 6" THICK CONCRETE PAD 7 1.4 Pump Control Penes shall have a NEMA 4X plain front non-metailic enclosure with integral variable SET 2" ABOVE GRADE 1.12 Pump Assembly shall include the following option(sA BARK MULCH UVR FEMALE ADAPTER Frequency Drive, and programmable controller to provide automatic pressure sequence on -off 4" THICK CONNECTION TO PVCof pump. FEBC0825YABACKFLOW 11- LATERAL LINE USING -(VPD) Uklere specified by the System Design Parameters, a Variable Frequency Drive tam to �' � � f�eedbadk signal to ellosnpfor ptxnpp shall i�epeed pipe mounted uto matntein�consteni�sye transducer to pressure �rying oure PER SPECS WHEN FERTILIZER _I 11- SCH 40 WR SLIP TEE convert Incoming I phase power to 3 pUWaes power of the motor. VFD system to receive feedback flow rates. The pump shall also include heavy duty terminal stripe for power and control wiring toad INJECTOR IS USED PER EMWD Signal from tern mounted stainless steel pressure transducer and in terminations. 1/2" SCH 40 UVR - � � pr cOnJUMGt(OIn With Internal POLAR BARRIER COVER _ SCH 40 UVR PVC software drive PID control I maintain customer adjustable constant tam discharge SIZE PER FILTER SIZE I LATERAL LINES loop j Nly& g pressure by -I I INSTALL PARALLEL varying the speed Of the pump in response to varying system load. IS All system piping shaft be type Ill copper. All fittings shall be copper or brass, With union or SALCO RISER - TO SLOPE FACE -(FSW) Inane ifisd the ten Design Parameters, Flow actived non -ad uetable pivoting vane STAINLESS STEEL ENCLOSURE ASSEMBL y g^� °p�c �° j p flanges to allow for system diassemnbiy or major component removal. st Is ma icall led Flow Switch, with 300 series etainlasa vans, brass and weatherproof 3 LOCKABLE & VANDAL PROOF #A-050-12-2MA -I bJIx SBBC-XXBY STRONGBOX OR _ ` REBAR)-HOOK encloaul'a• Flow switch sensitive to flows as low as I fps, with electrical contact ratings of 5 Amps at ib Isolation Valves shall be all brass quarter turn ball valves with hard etrome ball. Spring loaded -_) ± I 125/250 VAC, pressure rated to 250 F'SI, mounted on piping and Interconnected to time delay relay braes disc at le clack valve with stainless steel eFtedk clerk and spring. EQUAL PER LEGEND &SPECS EMITTER TO BE _ / to smut dour in no -flow conditions, time dela rely adjustable from O to 5 minutes. l y LOCATED AT R I _ r x 112" SCH 40 UVR PVC OR SALCO 1� y y J Option: YARDNEYORAG PRODUCTS / „ j= FLEX NIPPLEPIPING Flow switch to provide on -off control of pumping unit) V.. 9 1.1 Ga es shall be 21/2" diameter face, I oein filled with stainless cast and brass Internals. OF PLANT ROOTBALL INSTALL PERPENDICULAR -CAiT) Where epaicified by thlo System Design Parameters, Sound Atteltuatton foam shall bs tnatailsd FILTER DEVICE PER PLAN gy li` r % TO SLOPE FACE WITH FLANGED ADAPTERS - on rH,terlor of enclosure with baffles an ventimg to redLlee sound emanating from thno booster system•IS Th,e shell ba mounted om a mounts ed (QP) aeeambl consist of a reinforced Iastie BRASS NIPPLE (LINE SIZE) GALVANIZED U-ST - I <" % - - "''ppypC - `�=l I TREE DRIP EMITTER ASSEMBLY IN gRASS UNION (LINE SIZE) -1 TO INCLUDE PVC FITTINGS: Li3 The ee'V1ce& of a factory representative or lrotnod service profssetonal shall bs made available`� ® • ; ,i grads etatnles& steel fastening brackets. The support base shall bs installed end compacted In earth On the Job site to check installation and perform the startup and In&tni operating personnel. A ' •:� 1/2 "UVR SLIP TEE start r contains voltage and amperage readings, suction and discharge pressure read",: ••: allowing the top two tnd^ies of the support base to bee osod above the earth. Ths 5052 H32 -III=I 1 1/2" WRSST TEE containing g gMarine Grader Aluminum mounting pad shall clamped to tkie support base with the stainless steel 2 1/2" UVR SLIP 90 ELLS astimatAd f10W cOndittone, end general operating ei•iaractertetics &hail be submitted to the Owner. •' £estantng bradcate. 2 1/2' UVR ST 90 ELLS HASP W/PADLOCK PER VWRPD 1 SALCO #A-050-12-2MA 1.14 Far sets of operating and maintenance manuals shall be provided to the owner after startup and 1.9 The eeyyaaten anclobure shall be vandal and weather resistant nature manufactured entirely of marine 2 SALCO#-HOOKS2MA &hail include parts manuals for major components, performance curve for pump, gaNneal sequence of grade atumtrum alloy 5052-H32, with a wall thickness of one at inch. The mounting base shall be . TREE 4 REBAR J-HOOKS operation, and electrical echnematte for control anal. 1• �- �''�'� �"P' a MARINE GRADE 'w"s""�'' °'Kx°suR�, � 11 BARK MULCH operp CAST IRON BRONZE FITTED. HINGED TOP. manufactured antirey of stainless steel. The main housing shall of solid shoat contruction punched 4" THICK Z NONA 4X SIMPLEX CONTROL PANEL FOR 9. STRUCTURAL ALUMINUM BASEPLA7E on the bides With a rectangular pattern for View badkflow attOn The length of the enclosure TREE PLANTING PER PLANTING PLANS AUTOMATIC OPERATION. 10. PIPE. DOUBLE WRAPPED MATH PVC p `per g SCH 80 PVC TO IRRIGATION UVR FEMALE 3. BRONZE 1/4 TURN BALL VALVE. PIPE URAP shall be expandable to allow for site adjustment, The enclosure shall have a mating lip on one and 4. BRONZE NON-AMSTABLE FLOW SWATCH. 11. BRASS W DEG ELBOW. ADAPTER 5. - INCH TYPE 'L' COPPER 12. PVC SCHEDULE 80 MALE ADAPTER. and a looktmg mechanism on the other and. The mounting base shall be submerged into the concrete a SCH 80 FEMALE ADAPTER SALCO OR BOWSMITH DRIP EMITTER, MINIMUM THREE Q R w,',.� 6• BRONZE UNION ADS• CONTRACTOR 13. CONCRETE THRUST BLOCKS 1 CUBIC FEET minimum of two lnche&, positioning the enclosure two and one half Ind-*& above the concrete for DRIP EMITTERS SHALL BE INSTALLED PER TREE ON -SITE ICYC .W A),V POTABLE "TM NOTE$ IS RESPOiSIBLE FOR CONNECTING OUTLET MINIMUM drainage purposes. The looking mechanism shall be of the full release two, which allows for complete BRASS NIPPLE FLANGE AND/OR ALL MAINLINE PIPING To 14. a INCH THICK CONCRETE PAD. ASTM C-94, 1/2" SCH 40 UVR NOTE: FLANGES IN COMPLIANCE WATH ALL LOCAL AC SM 318-83 MIX, 2500 PSI RATED removal of the enclosure from its mounting base without the use of tools. The handle controlling the _ i ALL TREES SHALL RECIEVE THE NUMBER OF DRIP EMITTERS SHOWN BELOW. A, TI- E INSTALLATION OF THE RECYCLED WATER SYSTEM WALL COi�"plQl'1 TO TfaE REGULATIONS i:OR THE PUIMBWG CODES 15. MAIN POWER CONDUIT. lookingme l-anlem &hail be concealed within the surface of the enclosure and ovide fora padlock. SALCO RISER 7. PRESSURE GAUGE, LIOUID DAMPENED. NATIVE SOIL COMPACTED TO i `V 5 AND 15 GALLON TREES - 3 DRIP EMITTERS ASSEMBL - I «i '' 24" BOX TREES - 4 DRIP EMITTERS CONSTRuetiON OF RECYCLED WATER sYSTTBMB WITHIN THE EASTERN MUNICIPAL WATER DISTRICT. 1.10 Pump Assembly abseil include the following option(*). ORIGINAL DENSITY #A-050-12-2MA - lOnCE,j 36" BOX TREES - 5 DRIP EMITTERS IiI-III- �`' = 48" BOX TREES - 6 DRIP EMITTERS S. THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED TWO WORKING DAYS 12"X12"X12" CONCRETE -I i=III=) I GALVANIZED U-ST �� � \> � TREE WITH MORE THAN 3 EMITTERS SHALL USE ASSEMBLIES IN KEEPING WITH PRIOR TO THE STAI T OF CONSTRUCTION AT (951) 928-Sill, EXTENSION 4838-(AquaBoost -AQB) A variable Frequency Drive eyetem, VFD system to receive feedback signal from THRUST BLOCKS ' !% THE PVC FITTINGS AND NIPPLES SHOWN ABOVE. I `L - � (I `L� �OOSTE I` f=UM I system mounted stainless steel pressure transducer, and In conJunic on with Internal software driven -) I I- oc 12 , 13 , 15 , 11, 19 and 20 EMITTER TO BE I ` C. ALL ON -SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON PROJECT SHALL BE IDENTIFIED IN p " � � PID control I maintain customer adjustable constant tam discharge pressure Va I the NOTES: BRASS NIPPLE TO METER AND GATE VALVE PER WATER CO. 1./>.t W i. i _ DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. LOCATED AT R I I �� <`^% iI-III o� J g p 1. INSTALLATION MUST CONFORM TO LOCAL CODES OF PLANT ROOTBALL _j ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAYOUT. ACCORDANCE WITH THE DISTRICT'S REGULATIONS AND THE IF"l'atCsATION SPECIFICATIONS erwretss�� "'"�` speed of the pump in response t0 varying system toad, and to provide on -off pump sequsncing on III -I pressure. Included is a bladder style pressure etoraga tank pipe to pump discharge, dtdAinged to 2. OBTAIN EMWD APPROVAL PRIOR TO INSTALLATION I �' r e ' r'r (- ' ' '-_ _ I ( COLORED AND STENCILED PIPE AND/OR WARNING TAA1=s SHALL BE USED ON ALL CONSTANT PRESSURE maintain aystem pressure when pump is off and prOperly sized by the manufacturer to prevent short 3. LOCATE FILTER IN PLANTER WHERE POSSIBLE ! PIPING CARRYING EITHER �CYGLED OR POTABLE WATER cycling of pump system. 4. WRAP ALL PIPING WHERE CONCRETE OCCURS _I l 3-III= I I (r C SW) W ler'e apeoifted by the System Design Parameters, Flow actived non-adjustable pivoting vane lD CaaWtlng 1n06(Mydovietlon err reproarmmdlNs design mid De approvednwriting byYdey Wide lTeoeetlm&Pak Dshid) LD Correultlng 200e (Any deviation or reproduction of this design must be approved in wrilting by Valley Wide ReaeatbnBPark District) �B�V'nyde''laeonampoDuceondtlis design mug beappoved"n wrilenp by vekry VYde Reaeetlm&Pak DMrlo) - et Ia fie Icall led FLOW SWttch, With 300 aeries stainless Vane, brass sod and weatherproof 1. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CCNTINUOUSLY FOR THE � y gne y � y therpr ENTIRE LENGTH OF ALL PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE, AND 6 2 _4111. anclosura Flow switch sensitive to flows as low as I fps, with electrical contact ratings of 5 Amps at INCHES ABOVE THE PIPE. 125/250 VAC, pressure rated to 250 PSI, mounted on piping and interconnected to time delay relay VALLEY WIDE RECREATION C R E A T I 0 N 8 �'� to shut down Pump in no -flow conditions, time delay relay adjustable from 0 to 5 minutes. (t;ptlom 01VALLEY WIDE RECREATION VALLEY WIDE RECREATION 01/06 BURIED WATERLINE BELOW" 2. TA POTABLEWATED TER TEMINIMUM PI 1 INCH HIGH BLLETTE INR3 BLACK COLOR WITH WCOLORORDS "ORACT TION: 4 6 6 F� switch eto�iviide on -off Sptan control Dof esign pumping unit). Parameters, Sound Atterituation foam she II be installed RECYCLED WATER FILTER °1l06 TREE EMITTER LAYOUT SHALL BE CONTINUOUS AND PERMANENT. on interior of enclosure with baffles on ventingto reduce sound emanatin from the boosters stem. WITH B A C K F LO W DEVICE 1IR - 3 2 SHRUB EMITTER p R - 2 D R - 4 L -CIBP) The booster pump "it include a bypaas assemlbly for the pRrpoee of a l lowing flow through in 3. WARNING TAPE FOR THE RECYCLE WATER PIPING SHALL BE PURPLE IN COLOR, PANTONE 522C, WITH case of the mood to shut down the booster pump. THE WORDS "CAUTION: RECYCLE WATER" IMPRINTED IN MINIMUM I INCH HIGH LETTERS BLACK IN COLOR: iMPRINTING SHALL BE CONTINUOUS AND PERMANENT. 1.11 The services of a factory representative or trained servcces professional shall be made available 4 on the Job alto to chock installation and perform the startup and instruct operating personnel. A E. ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN startup report containing voltage and amperage readings, suction and discharge pressure readings, FOUR (4) FOOT MIN"JM HORIZONTAL SEPARATION FROM ALL POTABLE WATER Pulls. WHERE RECYCLED 3 estimated flow conditions, and general operating characteristics shall be submitted to the Owner. AND POTABLE WATER PRESS JRE MAINLINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PtPtiJG TO MAINTAIN A ONE (1) FOOT MINIMUM VERTICAL CLEARANCE. 1.12 Far sets of operating and maintenance manual* shall be provided to the OUIne' after startup and WHERE TIE 1111ECYGLED WATER PRESSURE LINE MUST BE INSTALLED ABOVE THE POTABLE WATER pRESGUFZ snail include parts manuals for major components, performance curve for pump, general sequence of LiNE, A FOUR (4) WN W Mad" VERTICAL CLEARANCE MUST BE MAINTAINED AND T14E RECYCLED WATER operation, and electrical schematic for control panel. PRESBWSE LINE MUST 02 INSTALLED IN A CONTINUOUS Pill CLASS 200 PIPE SILEEiIE tWICW EXTENDS A 2 MIN"JM OF 10 FEET OAI EITHER SIDE OF TWE POTABLE WATER PIPINCs. THE MINIMUM SEPARATION DISTANCES I L B ABOVE SHALL BE MEASURED MW M THE NEAREST OUTSIDE EDN'sE OF EACH PIPE BARREL AND/OR SLEEVE. ❑ NOTE: F. ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETILEEN THE HOURS OF %:00 PIM AND 6.010 AM, q 4 UNLESS OTHERWISE FERMITTED BY THE DISTRICT, THE DEVELOPER SHALL COORDINATE 230VAC SINGLE PHASE POWER DRAWING, AND AMPS AS 11 NOTED IN'TI-E BOOSTER PUMP SYSTEM DESIGN PARAMETERS. PROVIDE A DEDICATED CIRGAT Cs. CONTACT THE DISTRICT INSPECTION DEPARTMENT TWO (2) WORKING DAYS PRIOR TO THE IRRIGATION SYSTEM FOR THE BOOSTER PUMP SEPARATE FROM THE IRRIGATiON CONTROLLEm2 838, COVERAGE TEST AT (WI) 928-3111, EXTENSION 4AND ARIWAW3E FOR A SYSTEM WALK THROUGH. t' a H• ALL VALvE CONVERTS FOR ON -SITE DISTRICT OPERATED RECYCLED WATER FACILITIES SHALL BE TRIANGULAR IN SHAPE WITH THE WORDS "RECYCLE WATER" CAST THEREON PER STANDARD DRAWIJds NO. Pal L ALL MAINLINE VAL\,l SHALL BE Acc SALBLE DURING PROJECT DEVELOPMl=NT. ALL VALVE STEM TOPS HAVING OVM FIVE (5) FEET COVER ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE 1. aOSE-COUPLED END SUCTION ANSI RATED BRASS OUTPUT OPERATING NUT PER STANDARD DRAWING NO. PA-2. CENTRIFUGAL PUMP, CAST IRON BRONZE FIJWGE CONTRACTOR IS RESPONSIBLE FOR FITTED. BACK PULLOUT DESIGN. CONNECTING OUTLET FLANGE AM ALL MECHANICJ. FLANGES IN WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", AND SHOULD BE 7. MEEMAA 4�CONTROL PANEL. MAIN CIRCUIT COMPLIANCE W ITHSEAL. ODP MOMR. MAINLINE PIPINGT ALL LOCAL DUMPING IN BOTH ENGLISH AND IN SPANISH. THE SIGNS SHOULD INCLUDE THE NTERNATIONAL SYMBOL FOR DO NOT BREAKER, MAGNETIC STARTER, HOA SWATCH, CODES. DRINK AND COMPONENTS FOR AUTOMATIC 9. FABRICATED STUCRMAL ALUMINUM BOOSTER PUMP CONTROL BASEPLATE & MARINE GRADE ALUMINUM ENCLOSURE, 10. 6 INCH MINIMUM CONCRETE PAD. ASTM K A COPS' OF ALL IRRIGATION AS -BUILT DRAWINGS SHALL BE GIVEN TO T14E EMLD INSPECTOR PRECEDING TOP Hill = DESIGN WITH VENTING. C-94 AC STD. 318-83 DESIGN MIX, 25W FINAL C 7VERAGE TEST. 4. CAST IRON ELASTOMER LINED FULL WG PSI RATED. WAFER STYLE BUTTERFLY VALVE. it. DOUBLE PVC TAPE WRAPPED BRASS & PRESSIRE GAUGE, ZS' DIAL, LIQUID PIPE L. WHEN POTABLE WATER IS ON -SITE THE RE0,iiRED DEPARTMENT OF HEALTH TiTLE 22 CROSS CONNECTOR FILLED, STAINLESS CASE, 0-200 PST. 12. Pak SCHEDULE 80/131RASS COMPANION SHUTDOTEST SHALL PRECLUDE THE FINAL RELEASE OF THE IRRIGATION SYSTEM BY AND WILL BE S. FLOW SWATCH, BLONZE, PADDLE STYLE FLANGE CONNECTION iW NON-ADJUSTABLE, 100 PSI INCH. FEET CONCRETE THRUST BLOCK 2 CUBIC CONDUCTED BY EMRt>'S SOURG$ CONTROL DEPARTMIENT. 7. TYPE 'L' COPPER, 2.S INCH. 14. MAIN CONDUIT. DIG ALERT B N Poll;14 P" iP iNE BOOSTER U CALL » VALLEY WIDE RECREATION BEFORE & PARK DISTRICT YOU DIG! 1-800-227-2600 rs 4.� to UNDERGROUND SERVICE ALERT Samueh Call at least 2 working days prior to excavating. oe pp Date: 1714 0 NOTE: SEAL -COUNTY TRANSPORTATIONI DEPARTMENT SEAL -LANDSCAPE ARCHITECT o 0SCAp*- BENCH MARK: TR 3O42Z-1 IP 040242 SHEET NO. cc ATORK CONTAINED VATHIN THESE PLANS SHALL NOT COMMENCE UNTIL L '`r AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN �#FS.Slo1„_ BORTHWICK GUY B E T T E N H A U S E N INC,alp RIVERSIDE COUNTY '4C APPROVED BY: 1 �« t' BM M-14-63 IN THE COUNTY OF RIVERSIDE � � � ISSUED. A 2462 Dupont Drive Irvine, California 9261 2 y � D c0� CT � 949-476-8616 T 949-476 8707 F www.bgb-inc.com p�4. 1354 ��t TINTERSECTIONOFNEWPORT THE LAKES SC#E,%%4A- U) No. 33950ZI at ROAD AND LINDENBERGER THE PRIVATE ENGINEER SIGNING THESE PLANS IS f / ROAD. 1 IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-OS lO l (O DRAWN BY: Jeff Kraus MARKED COUNTY IN CAP OF � SHEETS DESIGN AND ACCEPTABILITY of THE WORK HEREON. MARK BY DATE APPR. DATE KH A. OTH AN DATE: CLIENT CENTEX HOMES * �" '� '♦ WELL MONUMENT 1984 Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISION$ COUNTY IV I� s - ENGiNEER SHALL BE RESPONSIBLE FOR DETERMINING AN q� t 2280 WARDLOW CIRCLE• STE. 150 d ELEVATION 1425.301 IRRIGATION PUMP SPECS. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F G><' OpL1F� 1. L04 CORONA, CA. 928M % �� FI: > APPROVAL BY THE COUNTY. DESIGNED BY. DRAWN BY: CHECKED BY: RECOMMEN BY WILLDAN ATE: CONTACT: DON JAMES (951) 479-9389 %t Of CAA 4 V. NONE FOR: W.O. COUNTY � FILE NO. MATCHLINE - SEE SHEET 25 76'-0° �� \ .� OPEN SPACE 55'-0" LOT 354 \ \ 1 2 , • 4� Q 4 3UJI _ t\ \ • '��• •••••'••• --- --- ul \ \ '.'- \ \ pM rr cn LL /o W 51 / NOTE: A 12" WIDE MAINTENANCE STRIP SHALL BE 1 I `� INSTALLED BEHIND THE CURB IN ALL MEDIANS 11 1 - SEE DETAIL VE LIMIT OF WORK \ G G G .- /A \ _ Y• .. ` G G G GEND SYM TANICAL NAME COMMON NAME SIZE TOTAL QTY �� / � • ..."" / ./ l �l.�" �.. "�- I" 'ram -..r'. i �� + LBIZIA JULIBRISSIN SILK TREE 24" BOX 7 STANDARD • ��, M LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE 60" BOX 2 � ''• '.-- PUBLIC SIDEWALK MULTI fl , ��� -"�;, i -- NOTE: / • os ,-� r i ,- O RHUS LANCEA AFRICAN SUMAC 24" BOX STANDARD 149 SEE MENIFEE ROAD STREETSCAPE PLANS FOR LANDSCAPING THIS AREA # '� ♦' / /f j / OLEA E. 'SWAN HILL' EUROPEAN OLIVE 36" BOX 12 ct- ♦' �/z �f PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) PINUS ELDARICA AFGHAN PINE 36" BOX 9 HOA MAINTAINED AREA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 169 PER HOA LANDSCAPE PLANS 19 PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10 row/ f 126'-O° / f / �/ / 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94 55 76-0 'l// /� WASHINGTONIA ROBUSTA MEXICAN FAN PALM 16' BTH 8 / ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40 LAKE a STANDARD SHRUB LEGEND SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY LIMIT OF WORK O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 NOTE: O CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 SEE SHEETS 29 AND 30 FOR PLANTING DETAILS t COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 RIGHT OF WAY 0 HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 ; i f.' ® PHOTINIA FRASER[ RED -LEAFED PHOTINIA 5 GAL. 519 l�el%1 Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 SHEET 1112.6 SHEET 12 / 27 1111 'l � l Q RHAPHIOLEPIS I. 'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 SHEET 13128 ISHEET9/24. SHEET 8/23 s^ RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 .3 O X. . ROSA XHYBRIDA CARPET ROSE 2 GAL @ 3' O.. C268 SHEET 10 / 25 SHEET 7 122 f VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 ,,,� - r �s_ SHEET 3118 SHEET 4 / 19 SHEET 5 LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285 -F fYt HyA S SNEET6/21GROUNDCOVER LEG ND SYM BOTANICAL NAME COMMON NAME SIZE TOTAL OTY PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 :,,.Cc ?i% :?I;r :'i:`7:'.r'• @ 10' O.C. �.f,,.. 5�<,.{ r.£ MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. TURF AREA: TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED 951 461-9745 6,156 .F. :•.• i •..• 4 * -i "_arc<.'rr' HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. . •r:r ;fir'•' DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. -"'•» :t .:•... ............_ ~ -h . •,: NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS I DIG ALERT � rn, CO CALL VALLEY WIDE RECREATION BEFORE 0 30 60 90 120 PARK DISTRICT YOU DIG! 1-800-227-2600 " _ NORTH s' UNDERGROUND SERVICE ALERT SCALE 1 30 Samuel 1 epp Date:' QLQ Call at least 2 working days prior to excavating, NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT OSCrjp BENCH MARK: SH&T NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT Ol., RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/DR GRADING PERMIT HAS BEEN APPROVED BY: B O R T H W I C K GUY B E T T E N H A U S E N INC. NM �C ISSUED. �� O A Qr 2 4 6 2 Dupont Drive I r v i n e, r a I i f o r n i a 9 2 6 1 2 y 4� � 4�y�f�� � T WTERSECTION OF NEWPORT -14-63 IN THE COUNTY OF RIVERSIDE � S �+ 949-476-8616 T 949-476-8707 F www.bgb-fnc.com 354 t ROADANDLIIONOF EWP THE LAKES SCHtgPutf,+- GER THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 339502 �^ Q96A—/ / ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 t O l G ! 0 % DRAWN BY: Jeff Kraus DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. N DATE: CLIENT CENTEX HOMES ♦[ �� * MARKED COUNTY IN CAP Tr. 30422-1 OF SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE RESPONSIBLE RIN N ENGINEER REVISIONS COUNTY CIV ENGINEER SHALL BE / 2280 WARDLOW CIRCLE, STE 150 ELEVATION 1425.301 ACCEPTABLE SOLUTION AND RE REVISING THE PLANSORq�F� C4l-\F�� - Z z�Dv CORONA, CA, 92$$0 �% � 't! PLANTING PLAN BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEN BY WILLDAN DATE: CONTACT: DON JAMES (951) 479-9389 �lF Of C�L�E �� SCALE V. 1 "=30' FOR: W.O. COUNTY 0 0 04 G1 A N tC CO .CCU ~• •�,`01 • • p _�_ vp,w O�-�00� `�0000r0P.��OrOiL�i�rO00o�y O�pOOpv"� —�-- • tic Zao''Za DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: 124 123 122 121 120 119 I � J � � 0 0 0 o ' f f f 118 ,.. - ICU)-1..�.0.00,7oc000 e�eoi ,G- +±,�i. •r'�.00�0000'oc, oa • "i - - �C. �•p'y�;2 ZZa����_0� o�Q'�O(%OOC)Q_Q_c3OC•_ ���D�CF-450.22S ZZ2< 2Z0o.22S 2ID2S 2Zao.22� 2 Via- T- Z .©�? ���—�►�,�� _-�— �\1__1_100` r� r- r 138 137 ` 139 140 �t SYM GEND OTANICAL NAME COMMON NAME SIZE TOTAL QTY + LBIZIA JULIBRISSIN SILK 7'2EE 24" BOX 7 STANDARD LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE 60" BOX 2 MULTI Q RHUS LANCEA AFRICAN SUMAC 24" BOX 149 STANDARD B OLEA E. 'SWAN HILL' EUROPEAN OLIVE 36" BOX 12 PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) - PINUS ELDARICA AFGHAN PINE 36" BOX 9 PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 169 PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 16 BTH 8 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40 STANDARD REVISIONS DRAWN BY: CHECKED BY: !� A. OT No. 33950 Z` Exp.6-30-08 'PR. DATE COUNTY c Iv ►v s �TF • P Cg�\F 136 135 134 OPEN SPACE LOT 356 21 133 I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY * I O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 © CALLISTEMON V.'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 ® PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 0 PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 Q RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 OO RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 O ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ T O.C. 268 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 O LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10' O.C. MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL. 35,696 S.F. 48" O.C. TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. /�/ /7/7 DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: I+is'. b D. - RECOMMENDEVIBY WILLDAN 7. - :AL-1LAI4UQ-4LAr'C A %.*M1 I CtL I BORTHWICK GUY BETTE NHAUSEN INC 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Krauti JENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 116 ' cMiT 115 22 r — OMIT 132 OPEN SPACE LOT 357 a r� NOTE: SEE SHEETS 29 AND 30 FOR PLANTING DETAILS 0 30 60 90 120 SCALE 1" = 30' NORTH BENCH MARK: TR 30422-1 IP 040242 RIVERSIDE COUNTY y BM M-14-63 IN THE COUNTY OF RIVERSIDE T INTERSECTION OF NEWPORT THE LAKES SCff&W46 An ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 * MARKED COUNTY IN CAP Tr. 30422-1 WELL MONUMENT 1984 ELEVATION 1425.301 PLANTING PLAN SCALE: H: 1 "=30' FOR: r CA1.�E V: W.O. COUNTY SHEET NO. 19 OF �± SHEETS MATCHLINE -SEE SHEET 22 1)12' BTH \ 190 \ �• OTANICAL NAME COMMONNAME LBIZIA JULIBRISSIN SILK TREE V AGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE HUS LANCEA AFRICAN SUMAC B OLEA .'SWAN HILL' EUROPEAN OLIVE A 12" WIDE MAINTENANCE STRIP SHALL BE INSTALLED BEHIND THE CURB IN ALL MEDIANS PINUS ELDARICA AFGHAN PINE - SEE DETAIL ♦ •r♦� — i LONDON PLANE TREE • V VO /, C �►PRUNUS C.'KRAUTER VESUVIUS PURPLE LEAF PLUM 1 • O� ��� �:, • �• • • / QUERCUS _ GINIANA CIS SOUTHERN LIVE OAK , �4 no �� • 0 °„ , o��6001, J,n _ �•J J V O o; l 010i. i � '3Q p O ® /• o oC ".: 0 6p1�;'j'I 0,11lb oc-D �� �����♦ • •,,.,r,••••^ :v . `�o►O.f7• r►�!�r. b_oo_o�oa` oco o '� �'t%i0pp�► - � � goo- . -.. •,'...'�� IN emu ig OOOO CO �^���' � •' � ► Op- .0e �I% ► � �� ►�'►�Owl V . � v, � ►' , Ors- � � SIZE TOTAL QTY * I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY 24" BOX 7 STANDARD 0 BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 60" BOX 2 MULTI Qo CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 24" BOX 149 STANDARD COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 36" BOX 12 ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 0 PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 36" BOX 9 Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 24" BOX 169 0 RHAPHIOLEPIS L 'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 24" BOX 10 O RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 24" BOX 94 O ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ T O.C. 268 12' BTH 11 16' BTH 8 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 36" BOX 40 STANDARD O LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285 GROUNDCOVER SYM LEGEND BOTANICAL NAME COMMON NAME SIZE TOTAL QTY Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10' O.C. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS a o OPEN SPACE LOT 361 182 % MA� .o \, c c , CIA MAIN' c,(y PER HOA ' • ,ig ' PLANS t V C-j O • �� Q �� o --- tAZ 1 DIG ALERT TM CALL VALLEY WIDE RECREATION BEFORE 0 30 60 90 120 & PARK DISTRICT YOU DIG! NOTE: 1-800-227-2600 SEE SHEETS 29 AND 30 FOR PLANTING DETAILS UNDERGROUND SERVICE ALERT SCALE 1 " = 30' NORTH ' "✓' ' Call at least 2 working days prior to excavating. Samue eF- Date: NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT ,�p BENCH MARK: SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �0%_ ScpF' RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN' APPROVED BY: BORTHWICK GUY BETTENHAUSEN I N C. BM M-14-63 IN THE NM a0 'per COUNTY OF RIVERSIDE ISSUED. OA. O 2462 Dupont Drive Irvine, California 9261 2 ♦ 20 � T � y f� T INTERSECTION OF NEWPORT ' - � � 949-476-8616 T 949-476-8707 F www.bgb-inc.com 1354 �' n ROAD AND LINDENBERGER THE LAKESC► 5C#- 6,fUCEA No. 33950 Z +� THE PRIVATE ENGINEER SIGNING THESE PLANS IS L ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 DRAWN BY Jeff Kraus RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 ! d /0y MARKED COUNTY IN CAP OF 3' DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH A. M DATE: CLIENT CENTEX H�I11ES * •Z '♦ Tr. 30422-1 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY )} WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � C Iv ��- �P ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q —� 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR TFc>< OP,Lf / , /� CORONA, CA. 92NO � �%,!J b �'�� SCE. H. PLANTING PLAN APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMENDEDBY 1MLLDAN ;ATE:' CONTACT: DON JAMES (951) 479-9389 E OF CpL�F V. 1 "=30' FOR: W.O. COUNTY 0 N 00 co CD �S A DIG 4ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WMK CONTMIED WTNIN THESE PLANS SHAD- NOT COMMENCE UNTI AN EMCROACk*MT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF INTHEENENTAND DISCREPANCIES ARISTABILITY OF THE ING AFTER COUNTY MARK BY DATE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVACCEPTAL Y THE COUNTYLLE SOLUTION AND L BREVISING THE PLANS FOR DESIGNED BY: TRANSPORTATION DEPARTMENT A. 9 ESS' A APPROVED BY. No. 33950 Exp.6-30-08 1 d A A 4 APPR. bAIE KH A. M DATE: REVISIONS COUNTYgr C IV ►,. �.P V DRAWN BY: CHECKED BY: CIF cmf �M Y o 11111111aDMI Um: ,. BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus DENT CENIEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 928W CONTACT: DON JAMES (951) 479-9389 TOTAL CITY * ' 7 D 2 149 D 12 'N TRUNK 82 EE DETAIL A, SHEET 29) 9 169 10 94 11 8 40 D u SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY * O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 @ CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 0 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 0 PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 0 RHAPHIOLEPIS I. 'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 O RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 O ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ T O.C. 268 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285 SYM BOTANICAL NAME COMMON NAME SIZE Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. @ 10' O.C. MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL. @ 48" O.C. TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS NOTE: SEE SHEETS 29 AND 30 FOR PLANTING DETAILS SCALE: N. r. S. BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1,f=30' V: NORTH TOTAL OTY * 402 35,696 S.F. 6,156 S.F. 11,378 S.F. TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SCHF�E 4 VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 PLANTING PLAN FOR: W.O. COUNTY FILE NO, ' SHEET NO. 21 OF 1 SHEETS MATCHLINE - SEE SHEET 23 DIG ALERT VTM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SYM OTANICAL NAME COMMON NAME + LBIZIA JULIBRISSIN SILK TREE LAGERSTROEMIA INDICA'NATC EZ' CRAPE MYRTLE Q RHUS LANCEA AFRICAN SUMAC B OLEA E. 'SWAN HILL' EUROPEAN OLIVE PHOENIX DACTYLIFERA'DEGLET NOOR DATE PALM PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE EI PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA MEXICAN FAN PALM 0 ERIOBOTRYA DEFLEXA BRONZE LOQUAT SYM BOTANICAL NAME O 0 O O G BUXUS JAPONICA CALLISTEMON V. 'LITTLE JOHN' COTONEASTER DAMMERI HEMEROCALLIS HYBRID PHOTINIA FRASERI PHORMIUM TENAX'BRONZE BABY' RHAPHIOLEPIS L 'BALLERINA' COMMON NAME JAPANESE BOXWOOD WEEPING BOTTLE BRUSH BEARBERRY COTONEASTER ORANGE DAYLILY RED -LEAFED PHOTINIA MEDIUM FLAX INDIA HAWTHORN RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN ROSA X. HYBRIDA CARPET ROSE VIBURNUM JAPONICUM JAPANESE VIBURNUM LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER SIZE TOTAL QTY * I 24" BOX 7 STANDARD 60" BOX 2 MULTI 24" BOX 149 STANDARD 36" BOX 12 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 36" BOX 9 24" BOX 169 24" BOX 10 24" BOX 94 12' BTH 11 16' BTH 8 36" BOX 40 STANDARD SIZE TOTAL QTY * 5 GAL. 1,689 1 GAL. 2,187 1 GAL. 7,266 1 GAL. 2,501 5 GAL. 519 5 GAL 645 5 GAL. 1,796 5 GAL. 1,002 2 GAL. @ 3' O.C. 268 5 GAL 176 5 GAL. 285 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10' O.C. MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. NOTE: HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. SEE SHEETS 23 AND 30 FOR PLANTING DETAILS DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS MATCHLINE - SEE SHEET19 90ESS OA.p� No. 33950 Z Exp.6-30-08 CIVIL �,�P 42F q� CA1.�Fo� TRANSPORTATION BEPARTMENT Y. l l Q (( /0 6 KH D A. TH N DATE: _�^ ` o "A:. BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus PPR. DATE CLIENT CENTEX HOLES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 REVISIONS COUNTY DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMENDIC BY WILLDAN 0 30 60 90 120 SCALE 1 30' NORTH Ck_%D C BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG # MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES SCHFj�;Ucf �}- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 PLANTING PLAN FOR: I W.O. COUNTY C SHEET NO. 22 OF 3`t SHEETS O tV 0 cc E 7 G1 Q MATCHLINE - SEE SHEET 27 SYM OTANICAL NAME COMMON NAME -I- LBIZIA JULIBRISSIN SILK TREE LAGERSTROEMIA INDICA'NATCHEZ CRAPE MYRTLE Q RHUS LANCEA AFRICAN SUMAC B OLEA E. 'SWAN HILL' EUROPEAN OLIVE PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM - PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE IS PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA MEXICAN FAN PALM 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT vp�0. O00 �OOp � p Op C pow �O Jpp OOp0p0,'pT++. _ �- 0OL 00 OOOOCjp00� �o coo° ooc000°o� 0:00°°po,�o o -- DOO_COO OO��Op 9.0000000 0'� OOOOc �.0 C OQOO �O 20-C OAO: 000�000_oo�_ooc • Coo too•O.00Oe O J�O OO O c,C 7 O��w' � O:O gGOtiCrnOE��a t . .�.0- NO� ! J`O10�pc�00,� Apr DOOOrQ00 OCR: AUQ;0� �OOc3000'O< TIA TAT, 98 � 99 _ .. 1 00 DIG ALERT SIZE TOTAL CITY *' 24" BOX 7 STANDARD 60" BOX 2 MULTI 24" BOX 149 STANDARD 36" BOX 12 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 36" BOX 9 24" BOX 169 24" BOX 10 24" BOX 94 12' BTH 11 16' BTH 8 36" BOX 40 STANDARD 101 21 ..-.T.T-"�-T- 1.��^C2; A00 ::c ciI Yoo . -oac oao,o: xao'. ao .:;D o-f-)_000_o_a o_O_c, �p_o_��o_ooa o_o_c,_.,_o_a P.�.�-o-G�.o V V �� V.C' V.VlV ��l.�n�[:: •. s.�" �.►�''c� i�i��%I��� 103 OPEN SPACE LOT 352 -- Ia�IS�:SIV I ! I I li� Ca MATCHLINE - SEE SHEET 22 NOTE: A 12" WIDE MAINTENANCE STRIP SHALL BE INSTALLED BEHIND THE CURB IN ALL MEDIANS - SEE DETAIL 24 o SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 © CALLISTEMON V.'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 0 PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 0 RHAPHIOLEPIS 1.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 OO RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 O ROSA X. HYBRIDA CARPET ROSE 2 GAL. cx TO-C. 268 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 O LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285 GROUNDCOVER LEGEND SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10, O.C. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. TURF AREA:'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F- HYDROSEED APPLICATION RATE IS TO BE 1:5 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE: SPECIFICATIONS 11,378 S.F. �Am NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS (:Vw rr 0 i s s r 25 r ' 26 0 ~a o rvc�vvv��vvc 252 OMIT ' c* 0 ... � ' W ' W � ' 1 'Z J U o � 4 1 C� OPEN SPACE 1 3: LOT 359 —I s 253 0 30 60 90 120 SCALE 1 = 30' NORTH TM VALLEY WIDE RECREATION CALL NOTE: & PARK DISTRICT BEFORE SEE SHEETS 29 AND 30 FOR PLANTING DETAILS YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT 1 Samuel W. Gbepp Date: Call at least 2 working days prior to excavating. NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT `�10SIC BENCH MARK: TR 30422-1 IP 040242 SHEET No. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT O . - /OR RIVERSIDE COUNTY ESS BORTHW ICK GUY BETTENHAUSEN INC. �� AN ENCROACHMENT PERMIT AND GRADING PERMIT HAS BEEN APPROVED BY: NM ��! ty 2462 Dupont Drive BM M-14-63 IN THE COUNTY OF RIVERSIDE Irvine, California 92612 t� � .j, ICED` A. 949-476-8616 T 949-476-8707 F www.bgb-inc.com �► 1354 t T INTERSECTION OF NEWPORT THE LAKES C�WCME �} No. 33950 Z ROAD AND LINDENBERGER THE PRIVATE ENGINEER SIGNING THESE PLANS IS DRAWN BY: Jeff Kraus ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 L e % G f d G s�ww. MARKED COUNTY IN CAP OF _L. SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. 0 AN DATE: CLJENT CENTEX HOMES * �ZS # WELL MONUMENT 1984 Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY cIV�� ��P 2280 WARDLOW CIRCLE, STE. 150 J, ELEVATION 1425.301 PLANTING PLAN ENGINEER SHALL BE RESPONSIBLE FOR ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR NG N 4rF CF CALi�� L v CORONA, CA. 92880 �.�� �� SCALE: H: 104101 APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY: CHECKED BY RECOMMENDED BY WILLDAN A : CONTACT: DON JAMES (951) 479-9389 f OF CALF V: 1 "=30' FOR: W. COI.JNTY FILE O MATCHLINE - SEE SHEET 26 J 1 — 14 12 00 13 o� kOCKPORt ROAD N -�---- °° ` e IMF S/q&t,9'r- - Ln N tax ••••• •• ••••• •••` ••e a s•n se �;`` is • •• •• ••• •• •• ••• ••••• ••••• •• •• •• •• �•• •••` •e e•e e s a a a s s JLPJL • I AU a rTT s %% e s f——_—_—_ _ _-- — "- 22 Q 21 20 0 , �� 19 CIP SPACE r W i� �,LO 348 i , W �, E U. Z �►1f i W � 1 Ln c�z>__- IIII NOTE: I I I SEE MENIFEE ROAD STREETSCAPE PLANS FOR LANDSCAPING THIS AREA g"OoQ-p,.O?�Ol0�0O • O�oOOiC�U00�OQ0O0OOOOOC_00Cr )_O_OOCOOQOOAOOgQC ,OO�QC�)OOQOOOOOO �0p=0p� pQOO:-OC 0-� �v,Ob 0 '�)O C, -•�O�0, 0OpOpE -8=0�QC#(,O.00OC?OpO1L •• q<j HOC 007 Q , o0000000(TO",�, ac>�oo:.,JQC0;000000000000 "�--�•-� • O O.000nAnC� _ G• :. O.�O�O O.O O O nO�OOC�OnOn�, OOOOOOOe+ - Vo . o�,•��i#OOVOOV- - - -�D. Q. ►, o fl s �MIiO. � Gig ;GOCOO. = i I- III�, 1 (IIII 1 � IIII 1 I I I I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY 10'BIKE TRAIL I (I 1 + LBIZIA JULIBRISSIN SILK TREE 24" BOX 7 PUBLIC SIDEWALK— STANDARD LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE 60" BOX 2 MULTI I I I I 17 1 1 Q RHUS LANCEA AFRICAN SUMAC 24" BOX 149 III STANDARD LN N III 3 1 OLEA E. 'SWAN HILL' EUROPEAN OLIVE 36" BOX 12 I I PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) PINUS ELDARICA AFGHAN PINE 36" BOX 9 I 1 LIMIT OF WORK 4& PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 169 PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10 IIII 1 IIII 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94 IIII 1 16 } WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' BTH 11 16' BTH 8 IIII 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40 III ° I STANDARD SHRUB LEGEND IIIii - I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * i Ln � ! I O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 c� �111 j O CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 SHEET 11 / 26 SHEET 12 / 27 SHEET 13 / 28 (i) COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 SHEEr9/24 SHEET8/23 II j 15 ! i l ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 II ! SHEET 10 / 25 SHEET 7 / 22 III 1 I ® PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 ' Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 SHEET3/18 SHEET4/19 SHEET5120 126'-0" � RIGHT OF WAY � I i0 RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 SHEET6/21 /761-011j OO RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 55'- 14 R A X. HY IDA C j O OS BR CARPET ROSE 2 GAL. @ 3 O.C. 268 IIII I � - O o I i j ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 Ln I O LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285 11 1 1 I 0 30 60 90 120 I � 1 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY DIG ALERT 0 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 �� — �----1�I I I ! SCALE 1 — 30 NORTH 10' O.C. TM 10' BIK TRAIL I I 1 MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. PUBLIC SIDEWALK I I 1 13 @ 4s" O.C. VALLEY WIDE RECREATION CALL i . - ' TURF AREA:'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. BEFORE I I 1 HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. NOTE: & PARK DISTRICT YOU DIG! SEE SHEETS 29 AND 30 FOR PLANTING DETAILS I ( 1 DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. 1-800-227-2600 _ ■� NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS UNDERGROUND SERVICE ALERT MATUILINE - SEE SHEET 25 Samuel W. Goepp Date: G-00""(Nl-oxi Call at least 2 working days prior to excavating. NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT BENCH BENCH MARK: �'SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT Q` RIVERSIDE COUNTY R 130422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN' APPROVED BY: BORTHWICK GUY BETTEN HAUSEN I NC. Mp 'P�► r v i n e, C a l i f o r n i a 9 2 6 1 2 0 q 0��2462 T INTERSECTION OF NEWPORT BM M-14-63 IN THE COUNTY OF RIVERSIDE ISSUED. Dupont D r i v e �No. 339502 � 949�476-8616 T 9d9-476-8707 F www.bgb-inc.com � � 1354 �` C% ROAD ANDLINDENBERGER THE LAKES ����� 24 THE PRIVATE ENGINEER SIGNING THESE PLANS IS ,� /0 L ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08y DRAWN BY: Jeff Kraua MARKED COUNTY IN CAP 3� DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PPR. DATE A A. 0 AN DATE: CLIENT CENTER HOMES * fd� * Tr. 30422-1 OF SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY c1V 1� �� 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 9T4.OF CAL�F�La 9� �d CORONA, ' ti9J� �t� ELEVATION SCALEH PLANTING PLAN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR _ - -- /, 7/f CA. 92880 APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEND BY WILLDAN DATE. CONTACT: DON JAMES (951) 479-9389 t!r OF CpL�F V; 1 "=30' FOR: W.O. COUNTY MATCHLINE - SEE SHEET 24 SYM OTANICAL NAME COMMON NAME + LBIZIA JULIBRISSIN SILK TREE N LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE RHUS LANCEA AFRICAN SUMAC B OLEA E. 'SWAN HILL' EUROPEAN OLIVE PHOENIX DACTYLIFERA'DEGLET NOOK DATE PALM - PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE Q PRUNUS C.'KRAUTER VESUVIUS PURPLE LEAF PLUM QUERCUS VIRGINIANA SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA MEXICAN FAN PALM 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * I 24" BOX 7 STANDARD 60" BOX 2 MULTI 24" BOX 149 STANDARD 36" BOX 12 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 36" BOX 9 24" BOX 169 24" BOX 10 24" BOX 94 12' BTH 11 16' BTH 8 36" BOX 40 STANDARD SIZE TOTAL CITY * O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 @ CALLISTEMON V.'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 O COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 0 HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 0 PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 O RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 O ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ T O.C. 268 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 0 LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285 GROUNDCnVFRLEGEND COMMON NAME SIZE TOTAL QTY SYM BOTANICAL NAME 0 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10' O.C. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. 17- TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITI= - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS ° I - 0 30 60 90 120 764 1111 j 1 55'-0" n — i I i 1 SCALE 1— 30 NORTH DIG ALERT 5 AN TM -�� VALLEY WIDE RECREATION CALL BEFORE I - NOTE: SEE DISTRICT YOU DIG! I I SEE SHEETS 29 AND 30 FOR PLANTING DETAILS 1-800-227-2600 UNDERGROUND SERVICE ALERT MATCHLINE - SEE SHEET 18 Samuel W. Goe Date: Call at least 2 working days prior to excavating. Pp NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT ',riOSC�jp BENCH MARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,OL Fq RIVERSIDE COUNTY TR 30422-1 IP 040242 AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN �E' APPROVED BY- BORTHWICK GUY BETTENHAUSEN I N C. �iM ap 'QC► �BMM-14-631NTHE COUNTY OF RIVERSIDE ��ISSUED. 2462 Dupont Drive TINTERSECTIONOFNEWPORT Irvine, California 9261 2 � 'P1y y A. �i 949�476-8616 T 9A9-476-8707 F www.bgb-inc.com y $� �� ��} � THE LAKES ��f�!r/CE�- 25 No. 33950 ROAD AND LINDENBERGER O �Z � THE PRIVATE ENGINEER SIGNING THESE PLANS IS ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 % O /G O ( DRAWN BY: Jeff Kraus MARKED COUNTY IN CAP OF 34' SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 1k # Tr. 30422-1 MARK BY DATE PPR. DATE qKHj A. AN DATE: CLIENT CENTEX HOMES IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � � WELL MONUMENT 1984 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIV t\- �P �' 2280 WARDLOW CIRCLE STE. 150 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN �TFgc cA_\F°_ /" ZZ�d� CORONA, CA. 92880 • �q ��SCALE:ION 1425.301 PLANTING PLAN APPROVACCEPTAALL BY THEBLE TCOUNTTY ON AND REVISING THE PLANS FOR DESIGNED BY: DRAWN BY: CHECKED BY: >i 1"=30' FOR: W.O. COUNTYREC IrIENDE BY 1MLI.DAN IA� CONTACT: DON JAMES (951) 479-9389 OF CAt� V: 9 3 0 N 0 0 E 07 cc N to ai rn Wyl L 1 d' BIKE TRAIL PUBLIC IDEWALK RIGHT OF WAY LIMIT OF WORK NOTE: SEE MENIFEE ROAD STREETSCAPE PLANS FOR LANDSCAPING THIS AREA EN SPACE LOT 347 LIMIT OF WORK SYM TANICAL NAME COMMON NAME + LBIZIA JULIBRISSIN SILK TREE N LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE Q RHUS LANCEA AFRICAN SUMAC 19 OLEA E. 'SWAN HILL' EUROPEAN OLIVE PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM . PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE Q PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA MEXICAN FAN PALM 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT SIZE TOTAL QTY * I 24" BOX 7 STANDARD 60" BOX 2 MULTI 24" BOX 149 STANDARD 36" BOX 12 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 36" BOX 9 24" BOX 169 24" BOX 10 24" BOX 94 12' BTH 11 16' BTH 8 36" BOX 40 STANDARD SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * I O BUXUS JAPONICA JAPANESE BOXWOOD © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH COTONEASTER DAMMERI BEARBERRY COTONEASTER 0 HEMEROCALLIS HYBRID ORANGE DAYLILY 0 PHOTINIA FRASERI RED -LEAFED PHOTINIA O PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN OO RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN O ROSA X. HYBRIDA CARPET ROSE ® VIBURNUM JAPONICUM JAPANESE VIBURNUM O LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 1,689 1 GAL. 2,187 1 GAL. 7,266 1 GAL. 2,501 5 GAL. 519 5 GAL 645 5 GAL. 1,796 5 GAL. 1,002 2 GAL. @ T O.C. 268 5 GAL 176 5 GAL. 285 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 @ 10' O.C. MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C. TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F. HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F. NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS N H 'W W � 00M 17o�o'c�oc o�oc ��oo���o�oc �o�oc_��o�o_�w4oc 00_O_t)_O_O_:,_J_00 O_O_O_t)_O_O_ ,_J_0_QC_O_0_� HOC' 70C 000_1 RIGHT OF WAY 0 30 60 90 120 10'BIKE TRAIL DIG ALERT PUBLIC SIDEWALK SCALE 1 " = 30� NORTH TM VALLEY WIDE RECREATION CALL BEFORE NOTE: &PARK DISTRICT YOU DIG! Ln � SEE SHEETS 29 AND 30 FOR PLANTING DETAILS 1-800-227-2600 UNDERGROUND SERVICE ALERT MATCHLINE -SEE SHEET 24 Samuel W. Goepp Date:�•�I (�Q Call at least 2 working days prior to excavating. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT Lf,�1pSC�,p�. BENCHMARK: TR 30422-1 IP 040242 ��' No. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �O .'� RIVERSIDE COUNTY � AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS B O R T H W I C K GUY B E T T E N H A U S E N I N C.BM -14-63 IN THE 2 6 A '� APPROVED BY: 2 4 6 2 Dupont Drive I r v i n e, Co l i f o r n i a 92 6 1 2 ` �♦ � NM yi Cy T INTERSECTION OF NEWPORT COUNTY OF RIVERSIDE y I��• � � O.�y_�� 949-476-861 6 T 949-476-8707 F www.bgb-inc.com w j t � ROAD AND LINDENBERGER THE LAKES SC�7�£txl(E /}- No. 33950Z �^ / a: ROAD. IRON PIPE ENBERG VALLEY WIDE STREETSCAPES PH. 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS / d l d ` DRAWN BY: Jeff Kraus RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 MARKED COUNTY IN CAP CF 3 't SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PPR. DATE A. AN DATE: CLIENT CENTEX HOMES * �" '♦ WELL MONUMENT 1984 Tr. 30422-1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY ls>t�T CIVI\- �s -. � 2280 WARDLOW CIRCLE, STE. 150 J,! `�, ELEVATION 1425.301 PLANTING PLAN ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN F 0� Z CORONA, CA. 928W ACCEPTABLE EBY SOLUTION COUNTY REVISING THE PLANS FOR DESIGNED BY: DRAWN BY: CHECKED BY � �``� RECOMMEND BY WILLDAN A : � � CONTACT: DON JAMES (951) 479-9389 elf OF C���E �� SCALE: V. 1 "=30' FOR: W.O. COUNTY G� � 75 N' 74 69 70 71 0 72 73 � W W' NEWPORT OAD 0 U) o zo w �- .. .. . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. • • ... . . • • • . . ... . . . • Q � O GEND SYM OTANICAL NAME COMMON NAME SIZE TOTAL QTY " % `� -I- LBIZIA JULIBRISSIN SILK TREE 24" BOX 7 : • : / \ : • . STANDARD : •:• 0� LAGERSTROEMIA INDICA 'NATCHEZ CRAPE MYRTLE 60" BOX 2 OPEN SPACE • , • : , • MULTI LOT 371 RHUS LANCEA AFRICAN SUMAC 24" BOX 149 : • : ; • : STANDARD • • OLEA E.'SWAN HILL' EUROPEAN OLIVE 36" BOX 12 • •: \ . . '7 PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82 • , • • , • HEIGHT(SEE DETAIL A, SHEET 29) • PINUSELDARICA AFGHAN PINE 36"BOX 9 FUTURE •.• 60'-0" ••• ', FUTURE COMMERCIAL :' 2'-o" � PLATANUS ACERIFOLIA LONDON PLANE TREE 24 BOX 169 " • • MULTI -FAMILY Q PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10 • . • I , : • • • 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94 • • • • • WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' BTH 11 • ; • J • • : • 16'BTH 8 ••• ••0 ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40 ' •' ; •' STANDARD .:• •_. BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689 CALLISTEMON V.'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 RHAPHIOLEPIS INCICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ 3' O.C. 268 VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. @ 10' O.C. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. @ 48" O.C. TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS DIG ALERT TM 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE U� AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ABY THE COUNTYBREVISING THE PLANS FOR APPROVAL DESIGNED BY: MATCHLINE - SEE SHEET 23 TRANSPORTATION DEPARTMENT 9 APPROVED BY: No. 33950/ Exp.6-30-08 0 ` L APPR. DATE HA A. AN DATE: REVISIONS COUNTY `�q� CIV��- a�P O / QP DRAWN BY: CHECKED BY �'`��� Qrnnuu n RY W MAN A BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive V Irvine, California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus DENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 TRAG'T 150 0 30 60 90 120 SCALE 1" = 30' BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V: TR 30422-1 IP 040242 COUNTY OF RIVERSIDE THE LAKES S6y69UIC � VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 PLANTING PLAN FOR: I W.O. ICOUNTY SHEET NO. :2 27 OF 1± SHEETS (D 15AA DIG ALERT M CALL BEFORE VTE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. BOTANICAL NAME COMMON NAME �LBIZIA JULIBRISSIN SILK TREE LAGERSTROEMIA INDICA'NATCHEZ CRAPE MYRTLE RHUS LANCEA AFRICAN SUMAC OLEA E. 'SWAN HILL' EUROPEAN OLIVE PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM QUERCUS VIRGINIANA SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA MEXICAN FAN PALM ERIOBOTRYA DEFLEXA BRONZE LOQUAT BUXUS JAPONICA CALLISTEMON V. 'LITTLE JOHN' COTONEASTER DAMMERI HEMEROCALLIS HYBRID PHOTINIA FRASERI PHORMIUM TENAX'BRONZE BABY' RHAPHIOLEPIS L 'BALLERINA' JAPANESE BOXWOOD WEEPING BOTTLE BRUSH BEARBERRY COTONEASTER ORANGE DAYLILY RED -LEAFED PHOTINIA MEDIUM FLAX INDIA HAWTHORN SIZE TOTAL QTY 24" BOX 7 STANDARD 60" BOX 2 MULTI 24" BOX 149 STANDARD 36" BOX 12 20' BROWN TRUNK 82 HEIGHT(SEE DETAIL A, SHEET 29) 36" BOX 9 24" BOX 169 24" BOX 10 24" BOX 94 12' BTH 11 16' BTH 8 36" BOX 40 STANDARD RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002 ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ 3' O.C. 268 VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285 i Tr`O'C'C ��OO Or�GOjrO�OrOC ,O�CO,00�00� JrOrO�C�O�O�C70Ovw- O v00_C�O= O77CE00 ou O p C�OnS`n�` �� Ovp�Oy �O'0p0_��`,r�� Op � 0. 00 00.00 0 00 • oo ' 00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. @ 10' O.C. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 48" O.C. TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS VOESS V A. Ors No. 33950 Z' Exp.6-30-08 A."PR. DATE REVISIONS COUNTYgr c IV 1\. DRAWN BY: CHECKED BY CP \� COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: A. f oozk %O DATE: BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus LIENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 C •-• �' ••' e 0 30 60 90 120 SCALE 1 " = 30' BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: 1 "=30' V.. C5l'! ��. TR 30422- 1 I P 040242 COUNTY OF RIVERSIDE THE LAKES SCHWUCC f�- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 PLANTING PLAN FOR: W.O. COUNTY FILE NO - SHEET NO. 28 OF S SHEETS 0 04 Ob 0 N N CO PALM TREE PER PLAN 2" THICK BARK MULCH EARTH WATERING BASIN RAKE SMOOTH PRIOR TO SEEDING AND AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS FINISH GRADE (SET TOP OF ROOTBALL 3" ABOVE GRADE) LUTZ FERT. SPIKES 1 EA. PER 4" OF TRUNK DIA. UNDISTURBED NATIVE SOIL WASHED PLASTER SAND 3/4" CRUSHED GRAVEL NOTE: LTREE TUBES W/BUBBLERS (PER TUBE DETAIL) 1. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR STABILITY 2. ALL FRONDS TO BE TIED TOGETHER PRIOR TO PLANTING 3. FRONDS TO BE PRUNED AS DIRECTED BY V.W.R.P.D. 4. ALL BREATHER AND BUBBIrER TUBES SHALL HAVE FILTER SOCK LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION o1/os PALM TREE PLANTING PL-1 SHRUB PER PLAN 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP., 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION o1/os SHRUB PLANTING PL-5 DIG ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROA04MENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN ►'HE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE �BY THE SOLUTION COUNTY REVISING THE PLANS FOR APPROVAL DESIGNED BY: SLOPE TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAGE CINCH TIE TREE TO STAKE 4 PLACES MIN. PER SPECS. 2" DIA. X 10' LONG LODGE POLE STAKES W/GALV NAILS (INSTALL OUTSIDE ROOTBALL) 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN (MAINTAIN BASIN FREE FROM WEEDS AND HYDROSEED) CUT SLOPE TO CREATE LEVEL WATER BASIN FINISH GRADE) COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER NOTE: BREATHER TUBE DETAIL 1. PROVIDE 3 STAKES FOR MULTI —TRUNK TREES TYP. 2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION o1/os SLOPE TREE PLANTING P L- 2 WALL OR BUILDING SECURE WITH GALV. ANCHORS PER SPECIFICATIONS VINE PER PLAN SPREAD ON WALL OR BUILDING REMOVE NURSERY STAKE FOR SELF CLINGING VINES LEAN STAKE AGAINST WALL 2" THICK BARK MULCH ROOTBALL (SET CROWN 1 " ABOVE FINISH GRADE) SET AGAINST FOOTING 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL NOTE: VINES MUST BE PLANTED ALONG ALL TRACT WALLS AT 10' SPACING TYP. LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 VINE PLANTING P L- 6 ESS � Q A. O )� N. 33950 Zip^ Exp.6-30-08 APPR. DATE REVISIONS COUNTY C IV ��P cr DRAWN BY: CHECKED BY: C,�\F� IKEE NA 24" TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAGE CINCH TIE TREE TO STAKE 4 PLACES MIN. PER SPECS. 2" DIA. X 10' LONG LODGE POLE STAKES W/GALV NAILS (INSTALL OUTSIDE ROOTBALL) 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER NOTE: BREATHER TUBE DETAIL 1. PROVIDE 3 STAKES FOR MULTI -TRUNK TREES TYP. 2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 TREE PLANTING PL-3 INSTALL �DCOVER SOIL ANTER AREA DE ---GRADE NOTE: 1. ALL PLANTERS SHALL RECIEVE BARK MULCH 2. PROVIDE 4" BARK MULCH WHEN DRIP IRRIGATION IS USED 3. BARK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL TO V.W.R.P.D. PRIOR TO PURCHASE OF MATERIAL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 BARK MULCH PL-7 TRANSPORTATION DEPARTMENT APPROVED BY. gORTHWICK GUY gETTENHAUSEN INC. 2 4 6 2 Dupont Drive Irvine, C a l i f o r n i a 92 6 1 2 949-476-861 6 T 949-476-8707 F www.bgb-inc.com DRAWN BY: Jeff Kraus )ATE: CLIENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 ;Z Z1d"r CORONA, CA. 92880 A4: , CONTACT: DON JAMES (951) 479-9389 -)LOPE SHRUB PER PLAN 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) ?1 GRAM AGRIFORM PLANTING -ABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" E30X 'OMPACTED WATERING BASIN MAINTAIN BASIN f-REE FROM VEEDS AND HYDROSEED) ;UT SLOPE TO CREATE LEVEL VATER BASIN INISH GRADE ;OMPACTED BACKFILL MIX (PER :LANTING SPECS/REPORTS) 'X _ROOTBALL WIDTH .5X ROOTBALL DEPTH JNDISTURBED NATIVE SOIL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION o1/os SLOPE SHRUB PLANTING PL-4 TOP OF CONCRETE HEADER SHALL BE 1" ABOVE FINISH GRADE FOR TURF AREAS 2500 PSI NATURAL GRAY 6"X6" CONCRETE MOWCURB FINISH SHALL BE SMOOTH TROWEL " TOOLED RADIUS OP OF CONCRETE HEADER SHALL E 2" ABOVE FINISH GRADE FOR LANTER AREAS ONTINUOUS #3 REBAR THROUGHOUT ENGTH OF MOWCURB OMPACTED SUBGRADE -NDISTURBED SOIL/AMENDED SOIL NOTE: 1. PROVIDE CONTROL JOINTS AT 3' MAX SPACING 2. ANY DAMAGED MOWCURB SHALL BE REPLACED NO PATCHES SHALL BE ALLOWED LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01/06 CONCRETE MOWCURB P L— H BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT �' ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG # MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I SCALE: H: NONE V: I � VALLEY WIDE RECREATION & PARK DISTRICT 0 r CV Oo 0 TR 30422-1 IP 040242 SHEET No. COUNTY OF RIVERSIDE 29 0 THE LAKES SCflfwtaif - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 OF � SHEETS PLANTING DETAILS > FOR: W.O. COUNTY'9141 FlLE NO. A Samuel W. Goepp Date: FINISH GRADE CONCRETE CURB OT BARRIER TYP. MPACTED BACKFILL 11" "' I I UNDISTURBED NATIVE SOIL 1. ROOT BARRIERS SHALL BE MANUFACTURED BY "DEEP ROOT" OR APPROVED EQUAL 2. ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN 8' OF ANY HARDSCAPE SURFACE 3. TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE 4. PROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS 5. PROVIDE 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS 6. PROVIDE BIO—BARRIERS FOR TREES WITHIN THE COUNTY R.O.W. LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) 01/06 +`ROOT BARRIER LZ DIG ALERT TM CALL BEFORE W(t?\U_k I YOU DIGL. NOTE: WORK CONTAINED VATHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY- GROUND COVER PER PLAN 2" MIN. BARK MULCH INSTALL PRIOR TO PLANTING 6"-8" AMENDED SOIL FINISH GRADE L— UNDISTURBED SUBGRADE 1 EA. 5 GRAM FERTILIZER TABLET FOR EACH ROOTED CUTTING 0 0 0 0 0 O 0 0 0� � 0 0 0 0 O 0 0 D O 0 0 0 0 0 18" SIDEWALK, WALL OR OTHER EDGE TYP. NOTE: ALL ROOTED CUTTINGS SHALL BE PLANTED 12" O.C. MAX. ALL 1 GAL. PLANTS FOR DRIP SHALL BE PLANTED 36" O.C. MAX. LID Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION 01 /O6 GROUND COVER PLANTING PL-10 TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAGE WHERE HOSE END IS ATTACHED 3/4" PVC VISIBILITY PIPE OVER GALVANIZED GUY WIRE 3 PLACES TYP. 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER BREATHER TUBE DETAIL NOTE: DUCKBILL STAKE SYSTEM 1. ALL TREES 48" BOX AND LARGER MUST BE GUYED PER THIS DETAIL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wilde Recreation k Park District) VALLEY WIDE RECREATION o1/os TREE GUYING PL-13 ESS A. Ol No. 33950' Exp.6-30-08 PPR. I DAIS{ REVISIONS COUNTY9r C►Vt�. DRAWN BY: CHECKED BY: 2X6 BEND —A —BOARD PLASTIC HEADER BOARD PER PLAN FINISH GRADE IN TURF AREAS PLASTIC STAKE 0 3' SPACING ATTACHED STAKES TO BOARDS WITH PLATED DECK SCREWS UNDISTURBED NATIVE SOIL FACTORY CUT THERMAL EXPANSION SLIP JOINT 7 GUAGE GALV. STEEL HAIRPIN SIZE PER EPIC PLASTIC REQUIREMENTS 36" MAX. RADIUS �— PLASTIC STAKE 0 3' SPACING ATTACHED STAKES TO BOARDS —�► I4--3/4" - 1" GAP WITH PLATED DECK SCREWS I) I IITj) I I III 17 GUAGE GALV. STEEL HAIRPIN 1. DO NOT SCREW THROUGH SLIP JOINT 2. USE COURSE WOOD WORKING TOOLS FOR CUTTING & DRILLING LL3. PROVIDE 3/4" — 1" GAP IN ALL SLIP JOINTS FOR EXPANSION D Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) TRANSPORTATION DEPARTMENT APPROVED BY: 0 OZ?trl % 0 W// 0 b KH A. M DATE: RECOMMENDED BY IMLLDAN A VALLEY WIDE RECREATION 01 /O6 PLASTIC HEADER PL-1 1 BORTHWICK GUY BETTENHAUSEN INC. 2462 Dupont Drive Irvine, California 9261 2 949-476-861 6 T 949-476-8707 F www.bgb-inc.com DRAW BY: Jeff Kraus DENT CENTEX HOMES 2280 WARDLOW CIRCLE, STE. 150 CORONA, CA. 92880 CONTACT: DON JAMES (951) 479-9389 2 C FINISH GRADE FOR PLANTER/TURF ZE 90% THICKNESS OF BOULDER 10% THICKNESS OF BOULDER ..-,-/ ..,.."— SOIL NOTE: 1. BOULDER SIZE AND TYPE SHALL BE APPROVED PRIOR TO PURCHASE OF MATERIAL 2. ALL BOULDER LOCATIONS SHALL BE APPROVED BY V.W.R.P.D. LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District) VALLEY WIDE RECREATION Ot /06 BOULDER PLACEMENT PL-12 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H: NONE V. VALLEY WIDE RECREATION & PARK DISTRICT Samuel W. Gaepp Date: TR 30422-1 I P 040242 SHEET NO. COUNTY OF RIVERSIDE 30 THE LAKES S09WU[E ,4 VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 OF 1± SHEETS PLANTING DETAILS W.O. I COUNTY r) � A SECTION 02700 IRRIGATION SYSTEMS Revised 01 /06 IRRIGATION SPECIFICATIONS GENERAL g. Controller access. The Engineer reserves the right to have complete access to 9. Irrigation Syr Testing 3. Wye Strainers b. The sensor must be housed within a stainless steel vandal proof enclosure by 1. General Requirements the controller clocks for monitoring and controlling system failures. The contractor shall provide the Engineer with two sets of all keys necessary for a. Owner's representative mast be notified 48 hours prior to any irrigation testing a. Wye strainer shall be bronze construction with a stainless steel screen element. the manufacturer. a. Permits: Contractor shalt obtain and pay for any permits required. access to the controller clocks within the designated area. The keys will then or inspections. Wye strainer shall have a standard filtration size of 80 mesh. Manufacture: WCS Rainguard become the property of the C3irimer. b. Contractor shalt be responsible for notifying all utility companies 3 days prior to b, he tractor shall perform a pressure test to all pressure Lines in the presence of the Owner's representative, t Manufactures: Wilkens 100YSBR or approved equal. any trenching. i t). Filtration Device (Reclaimed Winter) C. Contractor must provide Valley-Wide's representative with the Dig Alert number S. Operation and Maintenance Manuals C. All pressure line must be tested under hydrostatic pressure of 150 pounds per square inch (PSI) and be proven watertight. 4. Shut oft Vahms a. Fitter shall be manufactured with a steel powder coat or stainless steel body with at first inspection. a. Prepare and deliver to the Engineer, prior to the start of maintenance, all required Ball Valve: a» 80-mesh filtration clement with a stainless steel basket. d. The current Standard Landscape ors &Design Guidelines booklet and necessary descriptive material in complete detail and sufficient quantity in four individual) bound copies. Describe the material property prepared . y d. Pressure tines must maintain pressure for as period of 2 hours. If pressure drop occurs, contractor shall replace joints and repeat test until no pressure drop is a. i. Shut off valves 2-1/2 tech and smaller shall be bail valves, b. Filter must comply with all EMWD requirement.;, h project. each must be on site at all times for each project, installed in sufficient detail to permit qualified operating personnel to understand, achieved. 2. Scope of Work operate and maintain all equipment. Each manual shall include the following: ii. Ball valves shall have cone -piece body constructed of 600 lb. WOG Manufactures: Yardney, Ag Products or approved squat. 10. pressure Line Obelarwratian Bronze material conforming to ASTM B-584 alloy 844. Ball valve shall a. The intent of the drawings and specifications is to indicate the processes i. Index sheet, stating contractor's address and telephone number. a. Prior to any backfilling of any trench(s) contractor shaft call far field observation have a vented bail with a blowout proof system. Bait valves shall have a working pressure of not less than 150 R.S.I. and shalt conform to AWWA required for the installation of a complete operating irrigation system. ii. Duration of guarantee period with guarantee forms. for verification of material, depths, clearances and warning tape by the Owner's standards. 11. Booster Pump representative, b. The work consists of furnishing all tools, equipment, material, labor and any processes required to provide a complete operating irrigation system as specified jii. List of equipment with names and addresses of manufacture s local b Any thwas not inspected or atmoved shall be made Manufactures: Nibco T-580 or approved equal. a. Booster pump shalt be as manufactured by Bar�+rett Engineered Pumps, San i» the drawings and specifications. representatives. visible forhinobser�ation at cost of t tractor. Diego, California (6t8) 232-78fi7. The engineer shall determine pump. b. Butterfly Valves: C. Drawings are diagrammatic aril must be field verified. Contractor must notify IV. Complete operating and maintenance instructions on all major 11. Cot+rtrolbr Telsttr b. The booster pump must be controlled by a flow switch activator. Pump relay Engineer and/or Valley Wide immediately of any discrepancies prior to starting � i. Shut off valves 3 inch and larger shall be butterfly valves. switches will not be allowed. work. b. In addition to the maintenance manuals, provide the maintenance personnel with a. Prior to final acceptance contractor shall provide certification from manufacture ii. Butterfly valves shall have a ors -piece body constructed of cast iron and C. The booster pumpmust be pre -assembled from the manufacturer with an . d. Due to the scale of the drawingsit is not possible to show all offsets, assemblies, the instructions for major equipment and show written evidence to the Engineer at the conclusion of the work that this service has been completed. stating that controller specified on drawings has been installed per manufacturer's specifications. stainless steel stem. Butterfly valves shall be equipped with Vanstone nut. Butterfly valves shall enclosure and pressure regulator. fittings, etc. for a complete irrigation system. lange adapters and a 2-inch square -operating have a working pressure of not less than 150 P.S.I. and shall conform to d. Pump size, pressure regulator settings and relay timing shall be determined by e. Under this section the contractor shall provide all necessary assemblies, fittings, 6. Spare Pam and Equips b. Contractor shall test In the presence of the Owner's representative that all control wires and extra control wires are functioning properly. AWWA standards. Butterfly valves shall have a ductile iron porcelain the landscape architect and the pump manufacturer and approved by Valley - etc. tg provide a complete fully automatic irrigation system as listed in drawings a. Prier to the start of maintenance prepare and deliver to the Engineer, all required enamel coated disc. Wile. and specifications with no additional cost to the owner. spare parts, tools and equipment. Spare parts, tools and equipment shall include C. Contractor shall provide sufficient manpower and/or radio device to complete Manufactures: Nibco, Mateo or approved equal, e. Pumps with VFD motors are recommended when low -volume drip valves and f. Any extra work performed shall be approved in writing by the Owner or Owner's but not limited to the following: such testing in a timely manner. high flow spray head or rotor valves are used together. representative prior to the start of such work. I. Two quick coupler keys with 3A inch bronze hose bib with hand wheel. 12. Lateral Line Testing S. Quick Coupler Vaitves g. Any unapproved work may be at the contractor's expense. ii. Two quick coupler lid keys q l+s a. Prior to any backflliing of any trench(s) contractor shall call for field observation a. Quick coupler valves shall have a body constructed of red brass with a wall 12. Ftttrantion Equipment h. if reclaimed water is used, contractor shah provide all necessary reclaimed water for verification of material, depths and clearances by the Owner's representative. thickness guaranteed to withstand normal working pressure of 150 P.S.I. without si na and equipment. The entire irrigation system must be in accordance to 9 � r'+'i9 ys iii. One valve box cover wrench or key b. All sprinklers and assemblies shall be made visible for observation for verification leakage with female threads (penning at base). Quick coupler valve shall have a hinge cover constructed of red brass with leather like vinyl cover bonded to it on a. Filter shall be Turbo-Ctean in fitter available from Amiad Filtration Systems Inc. (�) 969-4055. the local reclaimed water specifications and as listed in drawings. !v. Two wrenches and shrew drivers for adjustment and disassembly for that all material has been installed per plans and specifications. such a manner that it becomes permanent type of cover. Quick couplers used 3. Record Drawings each type of sprinkler head used in the irrigation system C. Any trenching covered that was not Inspected or approved shall be made visible with potable water shall have vinyl covers yellow in color. Quick coupler valves b. Specify filter at P.O.C. directly down stream of the backflow device. Install per used for reclaimed water shalt have vinyl covers purple in color with the filter detail. a. Record accurately on one set of black and white prints denoting variation v. One 5-foot tee wrench far operating isolation valves specified for observation at the cot of the Contractor. appropriate reclaimed water warnings in English and Spanish as well as the in work from original draw. A. Six extra sprinkler heads of each type and size used in the irrigation 1$. Test i "Do [� Drink" symbol. C. Filter must have an automatic remote control valve with control wiring connected to irrigation controller for automatic flushing per fitter detail. b. Dimension from two neat points of reference (sidewalks, pavement, Pew system a. Contractor shall perform a coverage test in the presence of time Owner`s b. All quick r valves must have a schedule 80 ball valve to isolate mainline from quick coupler p valve. Mainline shalt be the size of quick coupler valve from d. Auto flush valve must be connected to DRIP 2 program within the Calsense curbs, street lights, buildings) Record on as-builts daily or as work is vii. Remote radio device for irrigation cor troller(s) for systems 30 stations or representative. All irrigation sprinkler systems must providing 100% head to head mainline tee to quick coupler. controller for District monitoring. performed. All drafting must be clearly legible and dimensions shall be no greater and if otherwise specified coverage. Any areas not receiving head to head coverage shall be corrected smaller the 1/4* in size and nested per the Owner's representative. Potable Water: Rainbird 44LRC, Rainbird 33LRC or approved squat 13. Fer#igation injector C. Show dimensions from the following locations and depths- 7! Guarantee b. Permanent power must be connected prior to scheduling of the coverage test. b. Reclaimed Water. Nelson # 7645 a. All point-to-point irrigation systems must have a» in -line fertilizer injector. a. Provide written guarantee in form approved that all work with defects in i. Point of connection P.O.C.. { ) workmanship and materials will be repaired or replaced at no cost to the C. Contractor shall provide sufficient manpower and/or radio device to complete 6. Remote Control Valves b. Fertilizer injector shall be #F-4000 available from Plants Choice, Inc. (619) 585- 1 ti. Backflew prevention assembly, master valve and flow sensor. Owner for a period of one year from the date of acceptance by the Owners such testing in a timely manner. a. The remote control valve shall be normally closed 24 VAC solenoid actuated 9909 representative. d. All heads must be adulated to prevent over spray to buildings, walks, streets etc. g pattern, spring -loaded diaphragm type. The valve shall be pressure rated iii. Routing of irrigation pressure mainlines and al directional changes. (see ad usting:the system section), o upp ttrio 200 P.S.I. at 150 degrees F. C. Fertilizer injector must be installed after the flow meter. b. This form shalt be transferred onto the contractor's letterhead and must contain iv. Ball and butterfly isolation valves. the following: ; e. No planting or hydro -suing shall take place until coverage test as been b. The valve shall have a 600-pound test fabric reinforced rubber diaphragm d. Fertilizer injector shall be installed in a jumbo valve box supplied by the approved in writing by the Ownnees representative. assay with self-cleaning stainless sleet screen. manufacturer.- Valve box must be set at grade per typical valve box detail. V. Irrigation control valves. Tree planting may commence upon approval from Owner's representative, c_ Remote control valve body and bonnet shall be brass and the valve shalt have a e. Fertilizer injector must be installed per manufacture's installation specifications. A. Automatic controller. rain sensors and electrical conduits. "Name Protect** 14. Final Irrigation Inspection stainless steel contra/shut-off stem and manual operator. of vii. Sleeves and pull boxes, We hereby guarantee that the irrigation system we have famished and installed for **Name of a. All irrigation systems shalt be tested in the presenceof the Owners Manufactures: Rainbird PESB-PRS or approved equal. vial. Other related equipment (as directed by the Engineer). Project** is free from defects in materials and workmanship, and the work has been completed in representative and by under complete automatic oration and proven to be leak 14. Automatic Control accordance with the drawings and specifications. Ordinary wear and tear and unusual abuse or free irrigating designated areas per plans and specification with least amount of 7. master cantrol Va w" C. Upon completion and approval of record drawing prints, transfer all neglect expected. We agree to repair or replace any defects in material or workmanship, which over spray as possible. a. The controller shall operate on a minimum of 120 votts A.C. power input and information to reproducible mylars and provide two additional blue fine copies. may develop during the period of one (1) year from the date of acceptance, and also to repair or or a. The master control valve shalt be a switch -able normally closed open 24 VAC be capable of operating up to four 6.5 VAC 24 volt A.C. remote control replace any damage resulting from the repairing or replacing of such defects at no additional cost b. Contractor shall provide as -built record drawings and controller charts at finial solenoid actuated globe pattem, spring loaded diaphragm type. The valve shall valves at once. The controller shall have a reset circuit breaker to protect the d. Maintain as -built drawings on site at all times. These drawings are subject to the Owner. We shall make such repairs or replacements within a reasonable time after receipt irrigation inspection for approval prior to mylar transfer and laminating of have up to 220 P.S.I. at t 50 degrees F. pressure racing, controller from overloading. to Inspection at any time. of such written notice. In the event of our failure to make such repairs or replacements within a controller charts. reasonable time after receipt of such written notice from the Owner, we authorize the Owner to b. The body bonnet shall be plastic and the valve shall have a stainless steel b. Time controller shall have independent programmable stations, The controller- e. Make changes to reproducible drawings in ink (no ball-point pen). Erase or use prod to have said repairs or replacements made at our expense and we wil pay for the cost C. Ali irrigation turn over iterns shall be turned in to the Owner's control shut-off stem and manual operator. programming schedule shall be capable of allowing four automatic start times per eradicating fluid when revising drawings. Make changes in a manner equal to and charges therefore upon demand. representative prior to the start of maintenance. day on four separate programs. Station timing) shall be variable from 1 to 99 the original drawings, c. The valve shall have a 600-pound test fabric reinforced rubber diaphragm minutes. The controller rust have a water budgeting function to allow Increasing Project Name: assembly with self-cleaningstainless steel screen. or degreasing of watering times for all stations at once. f. Contractor must submit as -built drawings (sepia mylars`and two sets of blue lines) to the Engineer inspecting the site seven days prior to the start of the Owner: d. The master valve shall be capable of regulating pressure. C. The controller shall have a master valve/remote pump start circuit for use with a maintenance period for approval. IRRIGATION SPECIFICATIONS MATERIALS master valve to pressurize the system when the programmed cycle starts to Landscape Architect: e. Install down stream of filter. activate a remote pump start relay to run the pump during the programmed cycle. 9. As -built measuremeirnts must be #raunsferred to anAutocad digital file by tine 1. Backflow Prevention Devices Laridscape Architect or qualliflied draftsman prior to turn -over. Ali sfte lures Location: Manufactures: Toro P220 or approved equal. d. The controller shall have manual watering capabilities for single station operation must be bkmk, nud nitnei and valves must be red and dimension fines must a. Backftow prevention units shall be approved by the Foundation for Cross- at any time with out changing programmed times. be blue. Signed: Title: Connection Control and Hydraulic Research. 8. Flow Mdw e. The controller shall have a factory installed backup program for standby Address: b. Backflow assemblies shall be installed using brass ells, unions and nipples, operation and a backup battery to maintain the programs during power loss. 4. Controller Charts Telephone: {�) C. T Febco 825YA or approved equal. Type: pp a. Flow meter shall be constructed of a schedule 80 tee whenever possible with a solid state o-ring sealed epoxy fused sensor dousing and nylon Impeller. f, Install one extra 1-112" inch conduit to controller for future use. a. As -built drawings shall be approved in writing prior to preparing charts. Date of Signature: d. Backflow device enclosure shall be constructed of stainless steel #9 expanded b. Flow meter must be installed and wired per manufacturer's specifications. 9• Contractor shall be responsible to communicate with Calsense to insure that all metal with an angle Iron frame. Enclosure shall have a hinge on one end that of the required components are ordered and installed per the District's b. Provide two controller charts for each controller supplied, showing the area pP 9 S. Inspections allows for removal of the enclosure for back#low service. Enclosure shall be C. Irrigation zones must be sized so that the specified flow meter Is capable of requirements as determined by Calsense for each individual project. covered by the automatic controller. bolted to a concrete pad losing galvanized steel hardware. reading the minimum and maximum gallons per minute for all proposed zones. a. Site Inspections and notification time. h. Architect must provide the following information to Calsense: C. The chart shall be a reduced reproduction of the as -built system. If the controller Manufactures: LeMeur, Strong Box, All Spec or approved equal. d. install down stream of master valve. sequence is not legible when reduced, enlarge it to a size that will be legible I. Pre -construction conference 7 days i. Project name and tract number when reduced, tt. Pressure tine installation and testing 48 hours Manufacture: Calsense FM-X ji. Project location -crass streets or address if applicable iii. Controller installation 48 hours 2. Pressure Reducing Valves iii. Number of controllers on the project and proposed specification d. Charts shall be black line print with a different transparent color used to show iv. Lateral line and sprinkler Installation 48 hours iv. Number of water meters on the project area of coverage for each station. V. Coverage test 48 hours a. Pressure reducing valves shall be of bronze and stainless steel construction and vi. Final Grading 48 hours be adjusted from 25 P.S.I. to 125 P.S.I. 9. Rain Sensor Example (ET2000-24-LR-RR-SSER) This is Important to make sure that the e. Completed and approved charts must be laminated with plastic 10 mil thick vii. Weed -abatement 48 hours specification is correct for application and location. minimum. viii. Tree & shrub observation & layout 48 hours Manufactures: Wilkens 50OHLR or approved equal. a. Rain sensor shall be a heavy-duty plastic container with epoxy sealed electronics ix. Finish grade prior to hydro -seeding 48 hours installed within a 1/8-inch thick steel enclosure. Mount sensor on controller i. The architect must obtain a letter from Calsense confirming District compliance. f. Charts shall be completed and approved prior to final Inspection of the irrigation X. Acceptance to commence maintenance 48 hours enclosure or building save per manufacturer's specifications. Sensor shall be system. A. Monthly maintenance walk 48 hours wired per manufacturer's specs. j. Controller compliance fetter must be attached with first irrigation plan submittal. xii. Final Inspection 7 days Manufacture: Calsense ET-2000. Contact Bob Moxley with Calsense at (800) 572-8608 b. No field inspections will commence unless record drawings are current and far specific District requirements and communication components as available for observation upon request by the Owner's representative. determined per project. DIG ALERT TM VALLEY WIDE RECREATION CALL BEFORE &PARK DISTRICT YOU DIG! 1-800-227-2600�'' UNDERGROUND SERVICE ALERT Samuel W . Goepp Date: Call at least 2 working days prior to excavating. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT L�,r1USC�,p�. BENCH MARK: TR 30422-1 IP 040242 SHEET NO. nlDRic CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT o �9 RIVERSIDE COUNTY AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN P' 'D1iq� APPROVED BY 2462 Dupont O R T H poW nt Drive Irvine, I C K GUY B E T T E N 11 A U S E N I N C. NM Bp,Fly C,y BM M-14-63 IN THE COUNTY OF RIVERSIDE 31 ty � fir. / ISSUED. `p A. pr California 92b12 T INTERSECTION OF NEWPORT THE LAKES .SC.WD U16 A 949 47b 8blb T 949 47b 8707 F www.bgb-inc.com l �` ROAD AND LINDENBERGER i No. 339502 ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS ! ��` /J � DRAWN BY: Jeff Kraus RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 * -� * MARKED COUNTY IN CAP Tr. 30422-1 OF 2 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH A. AN DATE: CLIENT CENTEX HOMES WELL MONUMENT 1984 A THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY q�F �� /z / . Jf! `! IRRIGATION SPECIFICATIONS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � c!v ��. �P 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPROVABLLBY THEnCOUNTY ON AND REVISING THE PLANS FOR OF'DESIGNED BY: DRAWN BY: CHECKED BY: ��`� RECOMMENDE BY WMLLDAN - ATE: j � CONTTAICT: CA. O NAMES (951) 479-9389 �l� OF CA1.�� � SCALE: V. NONE FOR: W 0. �NTM "? 2 AA 15. Controller Enclosure 20. Mastic Pipe Manufacturer: Rainbird 1400 Series or approved equal. 31. Adjusting the System a. All controllers installed outside must be mounted inside a stainless steel a. Solvent weld pipe shall conform to ASTM D 1784 or D 2241 to meet the 26. Sprinkler His a. The contractor shall flush and adjust all irrigation heads, control valves, pressure enclosure wilhslockeble-hinged doors provided by the controller manufacturer. requirements of cell classification 12454E for pipe. Pipe shalt be extruded of an regulators, etc. for optimum performance. improved P.V.C. virgin pipe compound high impact strength. Compound shall a. The sprinkler icy, nozzle, stem and screen shall be molded out of heavy duty b. The enclosure shall have one full time 120 VAC GFCI type circuit with ontoff have a hydrostatic design stress ratio of 2,000 P.S.I. Manufactures: Pacific g plastic. b. All treads must be adjusted to prevent over spray to buildings, walks, streets etc. switch and pigtail connection for remote control use. Plastics or approved equal. b. Pop-up height shall be as listed in drawings and in no case shorter than 4 inches. 32. Sl"v ft Manufacture: Calsense SSE-R. b. Rubber gasket P.V.C. pipe shall conform to ASTM D-1784 Type 1, Grade 12,000 P.S.I. design stress. All pipes shall conform to commercial standard CS-256-64 C. The sprinkler shall have an adjustment screw used for regulating flow and radius a All sleeving shall be 2 times the diameter of the pig used. Slesving for control 16. Electrical Pedestal and NSF testing laboratories. Rubber gaskets shall conform to ASTM 1869. with matched precipitation rate (MPR) nozzle. wires shall be 2 inches in diameter minimum. Manufacturers: Pacific Plastics or approved equal. d. The sprinkler shall have a removable screen to protect it from clogging. b. Ali steeving shall have minimum a cover of 24 inches under paving. a. All electrical pedestals must be stainless steel C. All electrical pedestals must comply with local electrical code and agency C. Reclaimed water pipe shall conform to ASTM D1784 or D 2241 to meet the requirements of cell classification 12454B for pips. Pipe shall be extruded of an e. The sprinkler shall have a stainless steel spring for proper pop down. c. All sleeving shall extend 12" past paving. requirements. approved P.V.G. virgin pipe compound high strength_ Compound shall have a f. The sprinkler shall with a facto installed check valve identified on p N d. All street sleeving must be installed per sleeving detail hydrostatic design street re of 2,000 P.S.I. Reclaimed water shall be � p� f o"dP� the cap and capable of bottling water up to 10 feet of elevation chance, Manufactures: Strongbox #MPS-A16-10K or approved equal purple in color and bare the words "CAUTION - RECLAIMED WATER" prWdad in e. All trenches for sleeving must be compacted to 95% compaction using manual or black letters on two sides of all pipes. g• The sprinkler shall be with a f installed pressure -regulating sp � �Y � mechanical taping device. device constructed of stainless steel and heavy-duty plastic capable of #?. Control Wiring ng Manufacturers: Pacific Plastics or approved equal. maintaining a pressure of 35-70 P.S.I. to 30 P.S.I. for operation of the sprinkler. f. Contractor shall cap and pressure test all pressure lines under paving prior to a. All control wiling for connections between remote control valves and controllers d. Ultra Violet Resistant (U.V.R.) pipe shall conform to ASTM D 1784 or D 2241 to Manufacturers: Hun ter INST-CV. or approved equal. backfilling and paving. shall be direct burial AWG-F wire installed in accordance with manufacture's meet the requirements of cell classification 124548 for pipe. Pipe shall be g. Contractor shall be responsible bte for the installation of all sleeves required for the specifications. extruded of an approved P.V.C. virgin pipe compound high strength. Compound 27. Rotor Pleads Iiediium ( irrigation system not lisstedted in the drawings. shall have a hydrostatic design street rating of 2,000 P.S.I. U.V.R. pipe shall be b. All splices shall be sealed with waterproof connectors and waterproof sealant. manufactured using material proven to mist corroskwby ultraviolet radiation, a. All pop-up rotors shall have a rubber cover and be constructed of heavy duty 33• Layout Pipe shall be brown in color. plastic except for wiper seat, bearing spring and bearing washers. All rotors to C. AN extra wires shall tea sealed with waterproof connectors. n with flan encasement. have a reinforced rib design � a. Contractor shall layout 'irrigation mainline, valves, and sprinklers etc. for approval d. Wiring shall be buried adjacent to mainline wherever possible and for more than Manufacturers; Pacific Plastics or approved equal. b. Pap -up height shall be as fisted in drawings and in no case be shorted than 3-1/2 from the Owner's representative. one wire they shall be bundled at every ten feat using black electrical tape. 21. inches. 34. Additional Miscellaneous items e. Expansion curl shall be provided within three feet of each connection and at all a. All pressure line fittings 3 inch and smaller shall be Schedule 80 solvent weld C. The rotor shall have a diffuser pin for regulating flow and radius, a. All pipe above grade are to be stabilized with j-hooks at every 10 feet. J-hooks changes in direction. Provide a two -foot expansion bop for every 100 feet of run. P.V.C: Fabricated pipe shall be from an NSF approved Type 1, Grade 1, P.V.C. shall be #4 x 18 inch rebar painted with b�clt epoxy palm prior to installation. compound conforming to ASTM D1784 d. The rotor shall have a screen to protect i# from clogging and have a minimum f. Wire size shall not be less than #14, Provide #12 for runs over 2500 feet. inlet of 3/4 inch. e. All assemblies requiring rebar stabilizing rods per plan and details shall be with Manufacturers: Dura, Lasso or approves! equal. #4 x 30 inch rebar and supported by vandal proof clamps constructed of stainless g. All common wires shall be #12. e. The rotor shall be capable of covering16-55 feet radius a# 20-60 PSI with a rate steel installed with a tool specifically designed for the process. b. All pressure line fittings 4 inch and larger shall be iron ductile deep bell t p � � of .5 - 9.2 GPM. and be adjustable from 1-360 degrees. h. Control wires shah be black. in color, tt additional ,rormoNers are installed provide constructed of grade 65-45-12 and shall be in accordance with ASTM A536. C. Contractor shall install metallic warning tape over all pressure supply line with a different color common wires for each controller. Rubber for gaskets in fittings shall be in accordance with ASTM-477. All iron Manufacturers: Hunter 1-10, Hunter 1-20, Rainbird 5= Plus series or approved equal. cover of 12 inches from grade. Warning tape for potable water shall be blue in I. Common wire shall be white in color. If additional controllers are installed ductile fittings shall have stainless steel exteriortugs to secure a joint restraint system. 21L RtAor Heads (Large Rom) color and the words, "CAUTION WATER LINE" permanently attached to tape. Warning tape for reclaimed water shall be lavender in color and the words, provide white wire with colored stripe. Stripe to be same color as control wire WATER" permanently attached to tape. Warning tape "hall color. Manufacturers: Leemco or approved equal. a. All u rotors shall have a rubber cover and be constructed of heavy du pop-up �' � be "RECLAIMED shall be 3 wide minimum. plastic except for wiper seen, bearing spring oral bearing washers. The riser shall j. Contractor shall provide one extra wire for every five valves and two extra wires shall be provided for valve in an isolated area and the extra wires shall P ► Y C. All lateral line fittingsdownstream control valve shall be Schedule 40 solvent weld P.V.C. Fabricated shall be from an NSF approved Type 1, Grade I, be constructed of plastic encased in a stainless steel sleeve. All rotors to have a flange d. Contractor shall provide identification tags with the number labeled for each valve extend past the last valve in a group. Extra wires shall be orange in color and pipe P.V.C. compound to ATTM D1784 reinforced rib design with encasement. attached the each valve. For potable water the tags shall be yellow in color with buck lettering. For reclaimed water the tags shall be lavender in color With black looped in every valve box and made accessible for future use if needed. b. Pop-upheight shall be as tilted in drawings and in no case be started than 3-1/2 lettering. Manufacturers: Dura, Lasso or approved equal. inches. k. No wire splices shall be permitted unless run is longer than 2500 feet or e• All utilities, valve boxes, valves, sprinklers, quick Couplers, etc, shall either have approved by Owner's representative. d. Provide primer and solvent cement for PVC solvent weld pipe and fittings of C. The rotor shall have a diffuser for regulatingflow and radius. Plo lavender caps or lavender Colored parts as provided by the manufacturer for use specified b manufactures recommendations.. R� � � Y a reclaimed water. Manufactures: Paige or approved equal. d. The rotor shall have a screen to protect it from clogging and have a minimum inlet of 1 inch. , Manufacturer: Weld -on or approved equal. 35. Wes, Supply 18• Valve Boxes e. All fittings shall have the manufactures name, trademark and size applicable e. The rotor shall be capable of covering 16-55 feet radius at 40.74 PSI with a rate a. Rectangular valve boxes shall be 9-1/2 inch wide by 16 inch long and 11 inch NSF or IPS approval. of 3.and be adjustable from 1-360 degrees. GPM 8 - 27.. a. The irrigation system shall be connected to water supply as shown on drawings. high. Round valve boxes shall be 10-inch diameter and 10 1/4 inch. All valve f. All threaded fittings shalt have -. inch teflon n9 tom- Manufacturers: Hunter 1-25, Hunter I-40 Rainbird 7005 or approved equal. Contractor shall notify Architect immediately of any discrepancies. boxes shall be constructed of rigid polyolefin. b. The Contractor shall be responsible for any minor changes due to actual site b. Valve boxes shall have locking covers secure with a 3/8-inch stainless steel bolt �. Brass Pipe and Fittings 29. Trenching and �� Illing conditions. and washer. a. Brass pipe shall be in accordance with American National Standard Institute and a. Contractor must contact Dig Alert prior to any trenching. 36• Electrical Supply be 85 percent Schedule 40 red brass. C. Rectangle valve boxes shall be used for control valves, master control valves, pressure regulators, flow sensors, wye strainers, filtration devices, ball valves, b. Brass fittings shall be threaded 125-pound class. b. No trenches are to be backfilled until approval from Owners r�`resentative has been acquired. apP a. Contractor to Coordinate final location of controller with job site Superintendent butterfly valves and pull boxes. O's representative. and Owners and 23. Galvanbad Steel Pipe and FKWW C. Excavate trenches straight and support pipe continuously on the bottom of trench b. Prior to installation of controller contractor to verity that all required electrical d. Round valve boxes shall be used for quick coupler valves. per layout indicated on drawings. equipment is accessible for complete installation. a. Galvanized steel pipe shall be Schedule 40 hot dipped galvanizers, S. All valve boxes to be green in color unless otherwise specified for use of reclaimed water. AN valve boxes for reclaimed water shall: be purple in color and b. Galvanized fittings shall be Schedule 40 hot df galvanized. g d. All lines shall have a minimum clearance o f 4 inches from each other and 24 inches from any other lines from other trades. C. Electrical connections and equipment must be as listed in controller installation bare the r dimed water warnings as well as the international "Do Not Drink" section and per manufacturer's specifications. symbot. 24, Irrigation Heads (Cwmwal) e. Provide the minimum covers as listed below: 37• Grades f. Heat brand all box rids with the appropriate two-inch high identification a. All irrigation heads shall be the size, type, and provide the same rate of I. Pressure lines 4 inch and larger 30 inches a. Prior to commencing any work the contractor shall carefully check all grades and letters and/or numbers. precipitation with the same radius of spray, pressure and discharge in G.P.M. as verify that after all irrigation work scan soil preparation completed, grades will g. All valve boxes shall receive landscape fabric. Landscape fabric shalt be listed on drawings ii. Pressure lines 3 inch and l 24 inches larger: wall be per specified depth as per ttna landscape Contractors scope of work with a {-- constructed of 5.0 oz, weight proven polypropylene weed barrier with burst b. All spray head sprinklers shall have stainless steel screw adjustment for radius of iii. Pressure fines 2-1/2 inches and smaller: 24 inches 1 /10. strength of 225 P.S.I. and capable of 12 gallons per minute of water flow and spay 38. Maintenance puncture strength of 60 los. Dewitt Pro, Mirt#yy or approved equal. iv. Lateral lines 18 inches h. All valve boxes shall receive 2 cubic feet of 3/4-inch gravel per plan. C. Riser and swing joint assemblies shall be as indicated on drawings. a. Contractor shall have irrigation system under complete operation for a period of 7' d. All irrigation heads shall have a factory installed check valve or have an after V. Control wiring 24 inches days prior to and planting or hydro -seeding. Manufactures: Carson, Brooks, or approved equal. market check valve installed. f. Fine granular soil not larger than 1 /2 inch shall be for initial backf ll and b. Contractor shall maintain entire irrigation system to an acceptable condition to e. All other requirements for non -pressure lateral line pipe to to as specified in p compacted to a density equal to undisturbed soil. Clean backiill soil not greater the Owners representative for the period of 90 days unless otherwise noted. than 1 inch for remaining backfill. #S. General Piping fitting specification section. 40• Clean-up a. Pressure line from ol of Connection to backfbw prevention device shall be poi f. In no Case shall the irrigation head spacing exceed the maximum manufacturer's g. No flooding shall be performed to compact trenches unless approved by the Owners representative. a. Clean up shalt take place on a daily basis, after each portion of work has been brass or Type K copper recommendation. completed and as directed by the Owner's representative. The contractor shall b. Pressure lines 2" arcs smaller after backfloW prevention device shall be Scheduleg, Irrigation heads along walks, curbs, paving, etc. shall be positioned 1 inch above h. Sand backfitl to a minimum of 3 inches shall be applied to all piping under paved legally remove from site an trash or material from his scope of work. y 40 solvent weld PVC finish grade. Irrigation in turf areas shall be positioned 2 inches above finish areas. 41. Final Approval C. Pressure lines 2-1/2 inch to 3 inch after backflow prevention device shall be grade. i. If any settlements occur and irrigation adjustments are required the Contractor shall make these adjustments with no additional Cast to the Owner. a. All irrigation shall be tested in its entirety by the Owner's representative and Class 315 solvent -weld P.V.C. h. All sprinkler heads shall be set perpendicular to finish grades. approved in writing before commencement of punting and hydro -seeding accept d. Pressure lines 1-1/2 inch and smaller after backhoww prevention device shall be i. All sprinklers in turf areas shall have a minimum ) height of six 6 inches. pop-up ! Contractor shall install concrete thrust blocks for all pressure lines 2 inch and larger. Thrust blocks shall be a minimum size of one cubic foot. For tell and for trees as directed by the Owner's representative, Schedule 40 so9vent-weld P.V.C. AN sprinklers in planter/slope areas shall have a minimum u height of j' Pri P Pe pop-up r9 gasket pipe a joint restraint system shall be used instead of thrust blocks per manufacture's specifications. b. Contractor shall provide all charts, record drawings, turn over items etc. as listed e. Pressure lines 4 inch and larger after backflow device shall be Class 200 bell and rge twelve (kle inches. in Irrigation (general) section prior to final approval. � let P.V.C. 30. Flushing the System - END OF SECTION - 2S` Bins #. Lateral lines 1-112 inch and smaller shall be Schedule 40 solvent -weld P.V.C. a. Open control valve after all piping and required assemblies have been completed a. Bubblers shah be constructed of heavy duly plastic and to pressure to flush out the system. g. Lateral lines 2 inch and larger shall be Class 315 solvent -weld P.V.C. compensation full circle. The bubbler shall have a screen to protect it from h. All pipe and fittings shall bear the markings of the Manufacturer's name, nominal clogging. b. Irrigation heads are to be installed after completion of flushing the system satisfactory to the Owner's representative. pipe size, pressure rating P.S.I., NSF, schedule or class and date of extrusion. b. Bubblers shall be adjustable from .25.1.0 GPM and operate between 20-90 PSI. DIG ALERT 4&TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. TRANSPORTATION DEPARTMENT ��'� APPROVED BY: BORTHWICK GUY BETTENHAUSEN INC. OA OT � 2462 Dupont Drive # Irvine, California 92612 .Sy 949-476-8616 T 949-476-8707 F www.bgb-inc.com No. 33950 Exp.6-30-08 l DRAWN BY: Jeff Kraus APPR. I DATE *KAt.O DATE: CLIENT CENTEX HOMES REVISIONS COUNTY J> c IV +�- ��P 2280 WARDLOW CIRCLE. STE. 150 DESIGNED BY: DRAWN BY: CHECKED BY grFOP CA_\F�� CORONA. CA. 92880 �L ��` RECOMMENDE BY VNLLDAN DskTE: - CONTACT: DON JAIMES (951) 479-9389 0 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 H: NONE Fdt: TR 30422-1 VALLEY WIDE RECREATION 11 ►�& PARK Samuel W. Goepp Date: 9).2j. I P 040242 I SHUT NO. COUNTY OF RIVERSIDE THE LAKES .SCEfEPUIE A - VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-1 IRRIGATION SPECIFICATIONS W.0. I COUNTY 6 32 OF g'` SHEETS SECTION 02800 PLANTING Revised 01/06 PLANTING SPECIFICATIONS GENERAL 1, General Requilrements 3. Vkw Ties f. Soil samples shall be taken in the presence of the Owner's representative. 9. Hydro -seeding Yd ng a. Permits: Contractor shall obtain and pay for any permits required. a. Vine ties shall be as specified in details. g. Contractor steall submit soil samples to an approved laboratory testing facility, a. Turf hydro -seed mix shall be "Team Crest available from Creative Hydroseed yd (951) 461-9745 b, All irrigation shall be completed, approved and under automatic irrigation in order h. Contractor shall provide one soli report for every 50,000 square feet. for the weed -abatement process to commence. b. Contractor shall evenly rake all areas to receive turf to level and remove all Lacks C. No planting shall commence until the weed -abatement process has been 4. Horbicidais I. Soil recommendations must be separated for turf, planter, slope and plant 3/4 inch in diameter and larger. completed. a. Contractor shall submit labels of all herbicides used prior to application for material backfill mix. C. Hydro -seed mixes shall be as follows: d. The current Standard Landscape Specifications & Design Guidelines booklet approval. 4. Weed -abatement FFSTUCA RUBRA must be on site at all times for each project. b. rbi Contractor shall apply Pre -emergent herbicide to all areas possible as e. No planting can occur until permanent electric and power is provided. recommended by a licensed pest control consultant. a. Weed -abatement Shall not commence unfit complete irrigation system is under 440 #SfPER AC. CREEPING RED FESCUE 2000 WOOD FIBER MULCH complete automatic irrigation and has been approved. S. Concrete Mow Curb b. Upon Completion of soil preparation the contractor shall complete the following: 300 15-15-15 FERTILIZER 2. Scope of Work. a. Concrete mow curb shall be 25W PSI concrete and as specified in detail. I. Irrigate all areas to be planted, sodded or seeded for a period of seven 120 M-BINDER b. All mowcurb shall be 6" x 6" with #3 continuous rebar. days to germinate all weed seeds. a. The intent of the drawings and specifications is to indicate the processes BASINBOTTOMS required for the installation of complete planting ii. Cut watering and apply approved weed killer per manufacture's recommendations and allow adequate time to complete kill. f 74#S/PER AC. HYBRID BERMUDA S. ����� Headw 261#S PERENNIAL RYE 3. Inspections a. Plastic header shall be manufactured by Epic Plastics unless otherwise approved III. Repeat step one and two. iv. Obtain approval of completed weed -abatement prior to any planting. 2000 WOOD FIBER MULCH 120 M-BINDER a. Request for inspections must have 48 hour notice in advance. in writing by Valley -Wide. _ Trees may be planted prior to weed -abatement process with the PARKJPARKWAY TURFb. All borders between turf and planters shall be concrete mowcurb unless approval of the Owner's representative in writing, b. Contractor must be on site for all inspections. otherwise approved in writing by Valley -Wide. When mowcurb has been 653#S/PER AC. TEAM FESCUE 90°% CREST BLUEGRASS 10`3& 2" WOOD FIBER MULCH C. Any work not completed when inspector arrives which was requested for, shall approved to be substituted, a plastic header must be used. S. Layout 300 15-15-15 FERTILIZER be billed to the contractor at the current inspector's rate C. Plastic headers must be 2" x 6" minimum size unless header must concave or a. Contractor shall layout all trees and shrubs for approval from the Owner`s Cl. Any work completed without inspection or approval shall be removed, exposed or convex more than 12" in height per 36" run. representative prior to excavation of any planting pits. d. Additional hydro -seed mixes may be specified for detention basin bottom based replaced at the cost of the contractor. d. Plastic faders may also be used for long temporary project limits in lieu of d. Contractor shall not willfully layout any planting material where obstructions exist. on project specific layouts and sizes as approved by Valley -Wide. e. Contractor shall call for inspection for the following items: Concrete mowcurbs when approved in writing by Valley -Wide. The contractor shall notify the engineer to obtain direction. e. Contractor shall monitor watering to prevent browning and fungus. I. Final grading 7. Pitt Tags e. Contractor shall adjust tree locations around all street lights as directed by f. Contractor shall take every measure possible to protect seed by providing ii. Weed -abatement Observation Valley-W ide's representative. temporary fencing if necessary at no additional cost Ili Tree and shrub layout a. Planting tabus shall be Agdform, Gro-Rower or approved equal as specified in g. Hydro -mulch slurry shall be applied under high pressure evenly and provide a Iv Tree and shrub planting pits V. Finish grade prior to hydro -seeding plans and details. S. Planning uniform coat an all areas specified. vi. Final Inspection b. The NPK and specific application rates must be determined per project and per a Planting shall be as shown in detail and as follows: h. Over spray shall be removed immediately from sidewalks, walls or any the soil report. structures. 4. Submittals I. Excavate all planting pits to a diameter twice the size of container to be a Soil C.ondbioners planted and 11 /2 times the depth of container to be planted. I. Contractor shall provide 98 percent germination to all hydro -seeded areas prior a. All submittals shall be submitted at the time of the pre job conference to turn- over. b. Contract shall submit the follow items but not limited to: a. All soil conditioner material shall be approved prior to ordering under this section. ii. Contractor shall scarily the side of planting pits d an auger is used with ge j. Hydro -seeding can not commence until all irrigation, soil preparation and final e. Soil conditioners shall be based on soil report recommendations.. shovel or digging bar. finish grade has been accepted. I. Plant material proof of purchase with listed nurseries and material sizes for approval f. Soil conditioners shall be EPA class "A" co -compost or compost with SAR less Ili. Plant material shall be placed in planting pit in a manner as not to disrupt than 3.0 and CN ratio of 15 to 25:1 passing through 72" mesh screen as approved the root ball and the crown shall be set 1" above grade. 10. Root Barriers ii. Ail soil amendments by Valley-Wide"s representative prior to delivery of material„ iv. Provide 21 gram fertilizer tablets per detail. iii, Bark mush V. Backfill all plant material with approved backfill mix. a. Root barrier shall be "Deep Root" control barrier panels # US 24-2 or approved equal. No cylinder root barriers shall be approved. Iv. Soil report vi. Contractor shall provide 5 gram fertilizer tablets to all rooted cuttings. b. Root barrier shall be "Bio Barrier" for all trees within $feet of and street curbs V. Labels for all herbicide and fertilizers used PLANTING SPECIFICATIONS EXECUTION T, Percolation Test within the County right of way. vi. Hydro -seed mix C. Root barriers shall be installed for all trees planted within 8 feet of any walls, a. Contractor shall flood planting pits with water to test water penetration through sidewalks, building structure or other hard surface. 1. Installation the soil, if no penetration occurs the contractor shall auger 6 inches in diameter and 36 inches long and backfill with pea gavel, repeat water test and if water d. Contractor shall install root barriers per detaii. a. Contractor shall dean, remove legally dose of all weeds, grasses including still does not penetrate the contractor shall notify the Owner's representative prior PLANTING SPECIFICATIONS MATERIALS roots and construction debris under this section. to planting. b. Contractor shall be responsible for the protection and storageof all material for 11. Jute me" 1. P�uIIt M the project. 8. Sodded Turf a. Jute netting shall be uniform plain weave mesh. Geo-jute or approved equal. a. All plant material shall be the same as specified in the drawings. a. All grades shall be as indicated on the drawings and must be +-10°/6. a. All sodded areas shall be semi dwarf fescue unless otherwise noted. The mesh shall be brown in color. b. Contractor shall tag one plant from each bundle or lot with the plant name in b. Jute shall be 48 inches wide with a weight of .97 pounds per linear yard. accordance with the recommendations of the American Association of b. Contractor shall evenly rake all sodded areas to level and remove all rocks 314 inch in diameter and larger. C. djac ntive.�lks are subject to jute netting as directed by Valley - pere adjacent Nurserymen, Wi�'s C. All plant material shall be free of pest, plant diseases abrasions or any other 2` Lsrldsespe C'mdhV c. Contractor shall spread 16-20-0 commercial fertilizer to all sodded areas. object -able disfigurations. a. The contractor shall complete grading and filling as needed or remove additional d. Contractor shall lay sod immediately upon arrival. 12' Gram d. Plant material must show vigorous habit of growth that is normal for that ma dirt, rock and debris over 314 inch in diameter within the top 3 inches in all turf a. Prior to commencing any work the contractor shall carefully check all grades and particular species. and planter areas less than 3:1. - e. Sod must be laid along a straight line staggering each row like laying bricks and verify that after all irrigation work and soil preparation completed, all grades will must be tutted tightly together preventing any air pockets. Do not overlap edges. be per specified depth as per the landscape contractor's scope of work with, a +- b. Contractor shall bring all landscaped areas to finish grade. o 2. Tree Stakee/Guying C. Flow lines shall be established to existing curbs and/or sidewalks. f. Sod shall be cut with a sharp knife and never pulled apart. a. Tree stakes shall be copper maphthanate, green color impregnated lodge pole. d. All landscape areas shall be sloped to provide positive drainage. 9- Sod shall be rolled immediately after sod is installed. 13. Guarantee b. Tree stake shall be 2" in diameter 10 feet long. h. Sod must be watered thoroughly to a depth of 12 inches. a. All trees and shrubs shall guaranteed for a period of one year. C. Tree stake for larger trees or windy areas shall be 3" diameter. 3. Soil Preparation L Contractor shall monitor watering to prevent browning and fungus. b. All plant material that is dead or dying or as directed by the engineer within the guaranies period shall be replaced at the cost of the contractor with 7 days of d. Tree ties shall be V.I.T. Cinch ties or approved equal (four per tree). a• Contractor steal! rotor -till amendments into all furl and planter areas 3:1 or less j, d b Contractor shall take every measure possible to protect soy providing written notice. throughout the first 6 inches. temporary fencing if necessary at no additional cost. e. Tree ties shall be attached to lodge poles with galvanized nails per detail. b. Contractor shall rake soil conditioner lightly into all 2:1 sloes areas. C. All replacement plant material shall be exact en approval in species and size. No substitutions steall be allowed unless written approval is obtained. f. Contractor shall install 3" dlam eW stakes for all trees where high winds occur as C, The following application rate is for bidding purposed only and its per 1000 square d. Guarantee period shall start on the date of the project letter of acceptance. directed by Valley-Wide's representative. feet of planting area. g. All trees 3W box and larger shall have three guys with 1/2" PVC pipe to protect i. 4 cubic yards of soil conditioner - END OF SECTION - Mrs. h. 3" lodge poles may be used for 36" box trees and larger in high traffic areas or in ii. 30 lbs. of commercial fertilizer approved by the Owner's representative small tree wells with the approval of Valley Wide's representative. 111. 50 lbs. of agriculture grade gypsum iv. 25 tbs. soil sulfur g. Actual soil preparation shall be based on the soil report. DIG ALERT TM VALLEY WIDE RECREATION CALL BEFORE &PARK DISTRICT YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Samuel W. Goepp Date: 16- Call at least 2 working days prior to excavating. hIDTE SEAL —COUNTY p COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT QSC BENCH MARK: SHEET NO. WOW CONTAHM WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,ot� ��� RIVERSIDE COUNTY TR 30422-1 IP 040242 AN SIT PERMIT AND/OR GRADING PERMIT HAS BEEN �—' APPROVED BY B O R T H W I C K GUY B E T T E N H A U S E N I N C. NM ap4 �rS BM M-14-631N THE COUNTY OF RIVERSIDE 33 ISSUED A Or F 2462 -Dupont D r i v e 6- 8 7 0rvine, C a l l f o w w 9 c. c o y e�� � T INTERSECTION OF NEWPORT Z02�?= 9 4 9 4 7 6 8 6 1 6 T 9 4 9 4 7 6 8 7 0 7 F w w w. b g b i n c. c o m �` ROAD AND LINDENBERGER THE LAKES SCH£taCllCt �}- No. 33950 ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS t 0 %e, f Q (a DRAWN BY: Jeff Kraus RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 ( * * MARKED COUNTY IN CAP Tr. 30422-1 OF IN SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE K A. DATE: CLIENT CENTEX HOMES LIS - WELL MONUMENT 1984 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTYgr C IV �� a�P 2280 WARDLOW CIRCLE, STE. 150 J, ELEVATION 1425.301 LANDSCAPE SPECIFICATIONS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN I t ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cr CAI_\F /Z- Z4�rS CORONA' CA. 92WO .���► SCALE: H: NONE FOR: W.O. COUNTY APPROVAL BY THE COUNTY. DESIGNED BY. DRANK BY: CHECKED BY: RECOMMEND BY WLLDAN ATE:. CONTACT: DON JAMES (951) 479-9389 OF CA1.� V:NO, IFILIE9Y3AA DIG 4ALERT TM CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: VM CONTANED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSM. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE IN THE EYENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN APPRVALL BY THE COUNTY TABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: e MAINTENANCE SPECIFICATIONS GENERAL 1. Mointonmu:e Duration a. Contractor shall maintain entire project within the contractors scope of work until approval to enter unto maintenance period has been obtained in writing. After approval the contractor shall enter into the 90 calendar day maintenance period and call for the following inspections: i. 30 Day Maintenance Walk ii. 60 Day Maintenance Walk iii. 90 Day Maintenance Walk/Final Inspection b. Contractor shall continuously maintain the entire project until all correction items have been completed and approved in writing. 2. Turf Maintenance a. Contractor shall mow weekly or as needed, all turf areas to a height between 3A7 and 2 Y2" depending on variety of turf. b. Contractor shall edge all turf areas adjacent sidewalks, walls, or other applicable structures and trees bi-weekly or as needed. C. All clippings must be removed from sidewalks and adjacent areas. d. Contractor shall remove all excess cling from turf areas. e. Contractor shall monitor watering to all turf areas and provide sufficient moisture levels as required to achieve a lush appearance. 3. Tree and Shrub Maintenances a. Contractor shall remove any dead growth on all trees and shrubs as needed. b. Lower branches of all trees under twelve feet shall be pruned using best horticultural practices and as directed by Valley-Wide's representative. C. No topping of any tree is allowed unless directed by Valley-Wide's representative. d. Pruning of trees above twelve feet will be considered additional work. e. Contractor shalt remove tree stakes when stakes are no longer needed. 4. Groundcaver a. Contractor shall edge all groundcover areas as required to maintain a neat lush thriving appearance and shall edge no less that once per month. b. t ,ontractor shall edge groundcover around shrub and tree basins as required. C. Contractor shall trim all groundcover over 24" in height, 5. Wood Control a. Contractor shall eradicate all weeds from all turf, planter and slope areas by means of manual or chemical abatement. b. Contractor must have a valid pest control license. c, Contractor shall apply pre -emergent herbicide where possible to prevent weeds as directed by a licensed pest control consultant. d. Any undesirable plant 3A" or larger shall be considered a weed. e. Contractor shall maintain all sidewalks clean and weed free. 6, Rodent Control a. Contractor shall be responsible for maintaining a rodent free project. b. All measures to eradicate rodents must be as directed by a licensed pest control consultant. C. Contractor shall repair/replace all damaged caused by rodents under this section. 7. Fertilization a. Contactor shall fertilize turf, slope and planter areas every 30 calendar days with approved fertilizer at the manufacture's recommended application rate. b. Approved fertilizers are 15-15-15, 16-6-8 and 21.7-14 a. lrr4lation a. Contractor shall be responsible for complete irrigation adjustments to achieve proper moisture levels throughout all projects for all seasons as required to promote healthy, thriving plant material, ground cover and turf while taking every possible measure to conserve water. b. Contractor shall be responsible for repairing all nozzles, sprinkler heads, lateral lines, mainlines, valves and/or other required assemblies throughout the project. C. Contractor shall ensure that all irrigation heads are adjusted properly to alleviate over spray wherever possible. d. Contractor shall test irrigation system a minimum of once per week or as required. A. 0t�y No. 33950 Z �^ Exp.6-30-08 PPR. DATE � � REVISIONS COUNTY \�r c iv ►�. ��P DRAWN BY: CHECKED BY F CAA F� e. Provide backflow certification prior to tum-aver. f. Repair and/or replace and damaged backfiow devices, water meters, electric pedestals and/or irrigation controllers. 9, Maintenance General a. Edge groundcover as needed to maintain no growth over sidewalks, around tree and shrub basins or up walls or fences. b. Remove all trash weekly C. Test complete irrigation system biweekly. 10. Clean -Up a. Clean up shall take place on a daily basis, after each portion of work has been completed and as directed by Valley-Wide's representative. b. The contractor shall legally remove from site any green waste, trash or other debris. 11. Graffiti a. Removal of any and all graffiti shall be completed within 48 hours of notification. b. Contractor shall be responsible until project has been completed and has received the letter of completion. 12. Vandalism a. Contractor shall be responsible for all vandalism to the project until project has been completed, and approved in writing. 13. Final Approval a. All landscaped areas shall be inspected in its entirety by Valley-Wide's representative upon the completion of the 90 calendar day maintenance period. b. Contractor shall provide all charts, record drawings, turn over items etc. prior to final turn over. c. The contractor shall be responsible for the entire project until final acceptance has been provided in writing by Valley -Wide. - END OF SECTION - Valley Wide Inspection last Call (951) 660--4700 for all inspections 1. Iron Inspect: a. Site inspections and notification time. i. Pre -construction conference 7 days ii. Pressure line installation and testing 48 hours iii. Controller installation 48 hours iv. Lateral line and sprinkler installation 48 hours V. Coverage test 48 hours vi. Final Inspection 7 days b. No field inspections will commence unless record drawings are current and available for observation upon request by the Owner's representative. 2. Planting inspections: a. Request for inspections must have 48 hour notice in advance. b. Contractor must be on site for all inspections. C. Any work not completed when inspector arrives which was requested for, shall be billed to the contractor at the current inspectors rate d. Any work completed without inspection or approval shall be removed, exposed or replaced at the cost of the contractor. e. Contractor shall call for inspection for the following items: i. Final grading ii. Weed -abatement Observation ill Tree and shrub layout iv Tree and shrub planting pits V. Finish grade prior to hydro -seeding vi. Final Inspection 3. Submittals: a. All submittals shall be submitted within 15 days after receipt of executed contract. b. Contract shall submit the follow fears but not limited to: i. Plant material proof of purchase with listed nurseries and material sizes for approval ii. All soil amendments iii. Bark mulch iv. Soil report V. Labels for all herbicide and fertilizers used A. Hydro -seed mix TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC. APPROVED BY: 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com 10. / 0 /4c /0 DRAWN BY: Jeff Kraus KH A. M DATE: CLIENT CENTEX HOMES �2. ZDO 2280 WARDLOW CIRCLE, STE. 150 RECOMMENDED BY WILLDAN � j � CORONA, CA. 92880 CONTACT: DON JAMES (951) 479 9389 i_ I BENCH MARK: RIVERSIDE COUNTY G BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE: H' NONE V: TR 30422-1 9BVALLEY WIDE RECREATION & PARK DISTRICT Samuel W. Goepp Date: (�_ 10101, I P 040242 1 SHEET NI COUNTY OF RIVERSIDE THE LAKES SCE fOME 4- VALLEY WIDE STREETSCAPES PH. 1 Tr. 30422-11 LANDSCAPE SPECIFICATIONS FOR: I W.O. COUNTY n 34 OF � SHEETS GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 'TO BEGINNING OF CONSTRUCTION. PHONE: 951-955-6885 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO.816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTSO 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO.461. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND STORM DRAINS. 7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO.206 AND/OR NO.207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET STRUCTURAL SECTION REQUIREMENTS. USE STANDARD NO.401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO.460 AND 499. MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA). QUERCUS ILEX (HOLLY OAK), KOELREUTERIA PANICULATA (GOLDEN RAIN TREE) 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE. AND MAY BE REQUIRED BY TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPERATE LANDSCAPING PLANTS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPING ENCROACHMENTS" DATED JUNE 1990. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY BY SIGNING THESE IMPROVEMENT PLANS. NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 'TRANSPORTATION DEPARTMENT. 16. A.) CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB)AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. B.) PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N.O.I. WITH A VALID WDID NUMBER 17.THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIG14ING AND STRIPING PLAN WITHIN THE PROJECT AREAS. OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO. EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. NOTES 1. ALL TYPES OF GRADING OUTSIDE OF ROAD R/W SHALL HAVE LETTERS OF PERMISSION AND AGREEMENTS FROM THE ADJACENT LAND OWNERS. 2. ALL TEMPORARY DRAINAGE STRUCTURES, SUCH AS STORM DRAINS OR CULVERTS (EXCEPT EARTH SWALES) SHALL BE PROVIDED WITH DRAINAGE EASEMENTS, LEGAL DESCRIPTIONS AND PLATS. BENCHMARK: RIVERSIDE COUNTY SURVEY T-6-81 BM NAVD 88 ELEV.1170.412 FOUND 2%2"BRASS DISK 'RIVERSIDE COUNTY SURVEY" T-6-81 BM NW CORNER OF BRIDGE ON HIGHWAY 79 AND TEMECULA RIVER + 25O'SE OF HIGHWAY 79 AND ANZA ROAD DATUM CONVERSION NOTE THE VERTICAL DATA SHOWN ON THIS PLAN IS BASED ON NAVD 88. TO CONVERT THE VERTICAL DATUM FROM NAVD 88 TO NGVD 29, SUBTRACT 2.32 FEET. DIG ALEPT 0 TM O B FE ORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Ca. ".at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. Rl\d_14590\1>hpse-t\lmprov-Sheets\4590pht Tsi.dgn „ro_.r 1 in iotV10\Pen\.co. laomp. pen IN THE COUNTY OF RIVERSIDE STREET IMPROVEMENT 1�i1 r 1�J 1 r r r TRACT NO, J0422-1 VICINITY MAP NOT TO SCALE SECTION 1, TOWNSHIP 6 SOUTH, RANGE 3 WEST CONSTRUCTION NOTES & QUANTITY ESTIMATES: ON SITE l� PLACE 0.25' A.C. OVER 0.80' CLASS II A.B................................................................................................................................................... 8213 4221 TON C.Y. 2Q PLACE 0.33 A.C. OVER 0.95 CLASS II A.B.................................................................................................................................................... 4856 2498 TON C.Y. QPLACE 0.43 A.C. OVER 1.20 CLASS II A.B.................................................................................................................................................... 898 462 TON C.Y. ®PLACE 0.46' A.C. OVER 1.35' CLASS II A.B.................................................................................................................................................... 6443 3314 TON C.Y. © CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD NO.209 & 209A .•.••.•...•.•••.•.•...•.•••.••..•••••..••..•••••• 10,355 SF ® CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD NO. 403 .............................••..•......••.....•.....• 32 EA © CONSTRUCT CURB RAMP CASE B PER COUNTY OF RIVERSIDE STD NO. 403 ..•...........•••.•........•.....•••••.••.......•..... 31 EA ® CONSTRUCT TYPE 16- CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO.200 •••.••.•.•....••• 41815 LF 0 CONSTRUCT TYPE 18"CURB AND GUTTER ( 8"C.F.) PER COUNTY OF RIVERSIDE STD NO. 201 •••.•........•••. 2,044 LF 10 CONSTRUCT TYPE 'O" CURB AND GUTTER ( 6" C.F.) PER COUNTY OF RIVERSIDE STD NO.204 ......•........•• 4030 LF @ CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY OF RIVERSIDE STD NO.401 .................. 251,373 SF @ REMOVE EXISTING CURB AND GUTTER.................................................................................................................................................. 0 LF 13 CONSTRUCT MEANDERING 10' WIDE COMMUNITY BIKE PATH (CONCRETE OR PER STREETSCAPE PLAN) ... 22,452 SF 14 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO.816•.•.................................................................. 35 EA 15 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD NO. 309................................................. 7 EA 16 APPLY ASPAHLT EMULSION.............................................................................................................................................................................. 31.1 TONS 17 INSTALL STREET LIGHTS (SEE STREET LIGHT PLANS)..••......••........•.........................•••.•••••...............•.......•...•..•...•••......••.••........ 120 EA 18 BARRICADE PER COUNTY OF RIVERSIDE STD NO.810..............................••••...•.•........................................................................ 180 LF 19 P.C.C. DRIVE APPROACH............................................................................................................................................................................................ 68400 SF EXISTING WATERLINE, PROTECT IN PLACE............................................................................................................................................... 1 EA ®1 LOCAL DEPRESSION PER RIVERSIDE CO. STD NO. 311 (SEE SHT FOR CASE A, B OR C)............••.......•••.......• 4 EA CONSTRUCT CATCH BASIN PER RIVERSIDE CO. STD 300 & LOCAL DEP. PER STD 311, CASE C ................. 24 EA CONSTRUCT CATCH BASIN PER RIVERSIDE CO. STD 300 & LOCAL DEP. PER STD 311, CASE B ................ 5 EA ® CONSTRUCT CONCRETE DROP INLET PER RCFC STD DWG NO. CB 110........................••.•••..••••...•••..•.•.•.•..••.••........••••.•.....••••• 2 EA CONSTRUCT MODIFIED CATCH BASIN PER RIVERSIDE CO. STD 300..................................................................................... 4 EA SAWCUT EXISTING PAVEMENT, SEE DETAIL SHEET 2................................................................................................................. 153 LF N/A STREET TREES (REFER TO LEGEND)................................................................................................................................................................. 475 EA i PLANS RCTD MAINTAINED STORM DRAIN QUANTITY ESTIMATES: ON SITE- 18" RCP STORM DRAIN..................................................................................................................................................................................................... 327 LF 24" RCP STORM DRAIN.................................................................................................................................................................................................... 669 LF 30"RCP STORM DRAIN................................................................................................................................................................................................... 1011 LF 36"RCP STORM DRAIN..................................................................................................................................................................................................... 1857 LF RCFCMANHOLE NO. 1..........................................................................................................................................................................................I............ 16 EA RCFCMANHOLE NO.4...................................................................................................................................................................................................... 7 EA RCFCJUNCTION STRUCTURE NO.2...................................................................................................................................................................... 2 EA RCFCCONCRETE DROP INLET PER CB110..................................................................................................................................................... 2 EA UNDER SIDEWALK DRAIN PER RIVERSIDE CO. STD DWG NO.309•••••.•••.••••.•••.......•••••.•••.••...................••••....I..........................•••• 2 EA CATCH BASIN PER RIVERSIDE CO. STD DWG NO. 300, CASE C (W=7').....................••.•..•.•..........•.......••.••••.•••••...•••........•..•.•• 7 EA CATCH BASIN PER RIVERSIDE CO. STD DWG NO. 300, CASE C(W=141................................................................................. 6 EA NOTE: REFER TO STORM DRAIN PLANS PER TR 30422-1 FOR DESIGN & MAINTENANCE SPECIFICS LEGEND GRAPHICS NTS INDICATES SUBDIVISION BOUNDARY INDICATES CONSTRUCTION NOTE DESIGNATION INDICATES H2O LOADING CONCRETE INDICATES CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD NO. 403 INDICATES CURB RAMP CASE B PER COUNTY OF RIVERSIDE STD NO. 403 PROPOSED STREET LIGHT PROPOSED STREET TREES PROPOSED STREET SIGN INDICATES TRACT BOUNDARY PROPOSED DRIVEWAY APPROACH SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 1pFESSIp�,, APPROVED BY: A. Iry No. 3395y' Exp.6-30-08 _ __ / 7,to�l Q APPR. DATE KHA A. HM DATE: REVISIONS COUNTY �q CIV►1• ac / DRAWN BY: TZ CHECKED BY: RLB OF CAL�F�` =�''`` Zia2G RECO MENDED VY WILLDAN DATE: �oQ�OFESS/s* L. rn NO.C27678 Exp.3/31/08 tf �fCIVIL �lF A C A``���� N. 1-1 ................... 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 San Diego RW"de Sacramento Orange Phmk Tucl PREPARED UNDER THE D CTION OF: A1111041we fj A W ROGER ALL . R.C.E. 27678 DATE: MAIM* REGISTRATION EXPIRES 3-31-08 BENCH MARK: RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 1984 ELEV.= 1425.301 SCALE: H: 1"=200' V: N/A WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE TRANSPORTATION STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARDS AND SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREENBOOK") . PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. NOTIFICATIONS THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION RIVERSIDE COUNTY ROAD EASEMENT CONSTRUCTION SECTION: (909) 955-6763 EASTERN MUNICIPAL WATER DISTRICT: (909) 928-3777 RANCHO CALIFORNIA WATER DISTRICT: (909) 296-6900 SOUTHERN CALIFORNIA GAS CO: 1-800-227-2600 SOUTHERN CALIFORNIA EDISON CO: 1-800-227-2600 GENERAL TELEPHONE: 1-800-227-2600 ADELPHIA CATV: (909) 766-4270 ENGINEER OF WORK RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CA 92110 PHONE: (619) 291-0707 FAX: (619) 291-4165 DEVELOPER/OWNER CENTEX HOMES 2280 WARDLOW CIRCLE, SUITE 150 CORONA, CALIFORNIA 92880-2896 ABBREVIATIONS AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN BM BENCHMARK BVC BEGIN VERTICAL CURVE C&G CURB & GUTTER CL CENTER LINE EC END CURVE ECR END CURB RETURN EMWD EASTERN MUNICIPAL WATER DISTRICT EVC END VERTICAL CURVE EXIST, EX EXISTING FL FLOW LINE GB GRADE BREAK HORIZ HORIZONTAL L LEFT MAX MAXIMUM NO NUMBER OS OPEN SPACE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVE PP POWER POLE PT POINT R/W, RW RIGHT OF WAY R RIGHT SCE SOUTHERN CALIFORNIA EDISON STA STATION TIC TOP OF CURB P TYPICAL VC VERTICAL CURVE VERT VERTICAL INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 TYPICAL SECTIONS 3 INDEX MAP 4-45 PLAN AND PROFILE SHEETS 46-53 CULVEPT STRUCTURAL SHEETS TRACT NO. LP. NO. SHEET NO. 30422-1 040242 _ COUNTY OF RI VERSIDE SCHEDULE 'A" 1 STREET IMPROVEMENT PLANS TRACT NO.30422-1 of 53 SHEETS TITLE SHEET W.O. COUNTY FILE lkA N0. p JN 14590-A R/W 120' R/W P/L 5' 18' 4' 18, 13' 5' 2•� 32' 10' 10' 32-5'-1-13' ' 2' A.C. PAVEMENT 10 q MIN 10' MP 11 PROPOSEDSIDEWALK FOR MEDIAN DESIGN SEE 4k 8 10 LANDSCAPE PLANS ROPOSED 11 MEANDERING 10' WIDE BIKE PATH 13 PROPOSED A.C. OVER A.B. 4 O 5' SIDEWALK COMMUNITY PROPOSED CURB & GUTTER® TRES LAGOS DRIVE (BETWEEN 10+00.00 AND 15+21,77) PROPOSED STREET SECTION RN. CO. STD. NO. 101-MODIFIED ) NOT TO SCALE T.I.=9.0, R= PER SOIL REPORT 18' 64' 5' 32' 32' A.C. PAVEMENT 3 2% . 2% ®PROPOSED CURB & GUTTER PROPOSED 8 PROPOSED A.C. OVER A.B. 30 11 SIDEWALK TRES LAGOS DRIVE (BETWEEN 15+21.77 AND 38+75.54) PROPOSED STREET SECTION ( PER RN. CO. STD. NO.102-MODIFlED 1 NOT TO SCALE T.I.=8.5, R=PER SOIL REPORT R/W P/L 5' 18' ' MIN 10, 2 2% 2% P PRIVATE MEDIAN TO BE MAINTAINED BY THE H.O.A. (VARIES FROM 8' TO 86') R/W R/W 82' TO rlr6O' 15, 52' TO 126' ' 10' 5' 22' 4' MIN. 4' MIN. 22' 1 ' A.C. PAVEMENT 43' MAX. 43' MAX. 4 2� 2% -27 2% i t,. P .1 P� 10 qX 1 FOR MEDIAN DESIGN SEEPROPOSED 9 0 LANDSCAPE PLANS SIDEWALK PROPOSED A.C. OVER A.B. ® O PROPOSED CURB & GUTT LAGUNA VISTA DRIVE (BETWEEN 16+86.06 AND 28+32.06) PROPOSED STREET SECTION (PER RIV. CO. STD. NO.101-MODIFIED ) NOT TO SCALE T.I.=9.0, R=PER SOIL REPORT R/W 0' MIN. R/W 84' 2' MAX. 20' 54' 10, 15' 5' 22' 10' MIN. 22' 5' ' 2.1 2 12' MAX A C PAVEMENT 21 R/W 86' 15, 56, 10, 5' 28' 28' A.C. PAVEMENT CL 2 2Y. .1 MP 11 PROPOSED ® PROPOSED CURB & GUTTER SIDEWALK 8 PROPOSED A.C. OVER A.B. 2� ROCKPORT ROAD PROPOSED TYPICAL STREET SECTION ( PER RIV. CO. STD. NO. I*A MODIFIED ) NOT TO SCALE T.I.=7.0, R=PER SOIL REPORT R/W R/W so 15' ' 10' 2/ `L1 � ;. � 2% _ � 2% 11 PROPOSED/ U F UK MtUTAN UtJIUN Jtt SIDEWALK LANDSCAPE PLANS ROPOSED EANDERING 10' WIDE 10 Mq-I' 11 COMMUNITY BIKE PATH 13 11 PROPOSED CURB & GUTTER 8 FOR MEDIAN DESIGN SEE PROPOSED A.C. OVER A.B. 3O 5 SIDEWALK LANDSCAPE PLANS 8 SIIDEROPOWADLK 11 NOT COUNTY MAINTAINED ROADS Q PROPOSED A.C. OVER A.B. LINDEN GATE LANE (BETWEEN 21 +83.15 & 20+05.22 LAGUNA VISTA DRIVE AND BETWEEN 11 +84.00 & 10+00.00), (BETWEEN 28+32.06 AND 33+17.89) SKIPSTONE WAY (BETWEEN 11 +87.36 & PROPOSED PRIVATE GATED ENTRY STREET SECTION 10+00.00) AND DREXEL WAY, ( PER RIV. CO. STD. NO.103-MODIFIED) PROPOSED PRIVATE GATED ENTRY STREET SECTION NOT TO SCALE T.I.=7.0, R=PER SOIL REPORT ( PER RIV. CO. STD. NO. 102-A MODIFIED 1 NOT TO SCALE R/W R/W T.I.=8.5, R=PER SOIL REPORT 120' 18' 4' 18' R/W 74' R/W 13' 5' 32' 10' 10' 32' 5'-1-13, 15' 44' 15, A.C. PAVEMENT MATCH EXISTING kE q 10 .f- 21 2• 10, 5' 22' 22' 5' 1 2% 2% •/ A.C. PAVEMENT rL 2CL 2' R/W 2% �2% 2% _ 2% PROPOSED VARIES 2.0' 2.0' 5.5' 2.0' FOR MEDIAN DESIGN SEE �'� 21,E 2,•� 10 11 P `' 11 SIDEWALK 8 LANDSCAPE PLANS M 11 PROPOSED ® PROPOSED CURB &: GUTTER 11 k TOP OF I DWY APPROACH FINISH GRADE ' PROPOSED A.C. OVER A.B. 4J PROPOSED CURB & GUTTER 8 SIDEWALK 8 CURB SIDEWALK FINISH SURFACE - PROPOSED A.C. OVER A.B.0.20 CURB WIDT LAGUNA VISTA DRIVE ENTRYWAY, (BETWEEN 10+00.00 AND 16+86.06)7-7 LAGUNA VISTA DRIVE y - - 2.0 "y ; "; , BETWEEN 33+ 17.89 AND 39+06.93 /• �.::.}:' L PROPOSED STREET SECTION ( ) 2•0' a' O ( PER RIV, CO. STD. NO.101-MODIFIED PROPOSED TYPICAL STREET SECTION y : ' '` PORTION OF ACCESS DRIVEWAY (PER RIV. CO. STD. N0.103-A MODIFIED) NOT TO SCALE 0.16' 0.08'= T.I.=9.0, R=PER SOIL REPORT NOT TO SCALE INDICATES ELEVATION SHOWN ON PLAN 1"LIP J T.I.=7.0, R=PER SOIL REPORT a 3 R/W R/W CONC. CURB & GUTTER o 56' 'c 6' 10, 36' 10, m 2' PARKWAY COVER 4' 6' 18' 186' 4' 2' 4.5' 16.0' /27.0' 4.5' 2' ' 2.1 1 21 R/W N T/ 2% _2% 2% 2% 1 , _ z CATCH BASIN PER 'L'1 -�. M 2'1 4/2 STANDARD 300 MP ® PROPOSED CURB & GUTTER 11 4x 2•0' EXTEND REINFORCEMENT PROPOSED 8 TO ENTRANCE PROJECTION 11 ° ° ° ° ° •' ° CONNECTOR PIPE O SIDEWALK PROPOSED A.C. OVER A.B. 10 e .e.C•e °�•a N' °°�° 5.5' 8.0' °off°o °>°°°° o °°°° o ;�o °°°° °o T 5,0' ° 8.°33% ° o ° ° ° ° ° ° ° ° ° NOT COUNTY MAINTAINED ROADS ° ° ° ° ° ° ° . .. ° ° ° STREET CL/ ALL PRIVATE STREETS FACE 21 EXIST. EDGE PROPOSED PRIVATE STREET SECTION OF CURB 2, I 2, 0.5, OF PAVEMENT CATCH BASIN MODIFICATION (PERIV. CO. NO 104-A-MODIFIED) CONSTRUCT EXISTING AC WITH REAR ENTRANCE PROJECTION R NOTTOSCALE AC PAVEMENT PAVEMENT NOT TO SCALE T.I.=6.0, R=PER SOIL REPORT & BASE & BASE EXIST.. AC BERM TO BE REMOVED R/W R/W 3' MIN. EXIST. SLOPE VARIES 1 ' 5'm. S' ' 2% TYP. SEE 2' MIN. SAWCUT & FROM 0.50% TO 2.50% SIDEWALK PARKWAY BIKE PATH SIDEWALK PARKWAY BIKE PATH REMOVEXISTING SEE NOTE No.2 1429.68 TC FL 1428.95 1428.43 TC FL 1427.70 NOTE No. 1 STD. DWG N0. 309 STD. DWG N0. 309 PAVEMENT _ _ _ 2% RIM= 2% RIM= 2" DEPRESSION �� 1430.08 FL 1428.81 -•- c'°• 1428.83 FS 1427.68 STD DWG NO. 311 1% 2 DEPRESSION 1% 2% 0.5' STD DWG N0. 311 SIDEWALK 2- 0.5' MODIFIED LOCAL DEPRESSION UNERDRgiN H(N) MODIFIED LOCAL DEPRESSION UNERDRAIN FL 1429.01 H(S) FS 1428.E FL 1427.7E H(N)H(S) FS 1427.41 - - - - - - FL 1428.9E V A FL 1427.71 V A PLANE EXISTING AC PAVEMENT CONCRETE DROP HEADWALL NOTE No. 1 NOTE No. 2 CONCRETE DROP HEADWALL SLOPE MAY VARY IF CENTERLINE SLOPE OF OVERLAY NOT TO 0.10' MIN. DEPTH OR AS DIRECTED INLET, RCFC STD. INLET, RCFC STD. EVELVATION IS LOWERED TO EXCEED SLOPE OF EXIST. DWG NO. CB 110, V=8.11' DWG NO. CB 110, V=7.0' MAINTAIN A CONTINIOUS GRADE PAVEMENT SECTION. A=2.5, H(N)=9", H(S)=10.7" if 18" RCP 0 2-1 A=2.5, H(N)=9", H(S)=10.7" 36" RCP @ 0.3%� OF THE CROWN BETWEEN THE CENTERLINE ELEVATION TO (TWO SIDE OPENINGS) FL 1422.08 (TWO SIDE OPENINGS) EXISTING PAVEMENT AND THE 3' BE LOWERED TO AVOID IE 1421.67 FL 1421.83 IE 1421.69 MIN. OVERLAY INVERTED CROSS SECTION. ♦ ELEV. PER PLAN SIDEWALK UNDERDRAIN SIDEWALK UNDERDRAIN CONNECT TO EXIST. PAVEMENT DETAIL STA.15+23.80 TRES LAGOS DRIVE STA. 29+23.38 TRES LAGOS DRIVE NO SCALE NOT TO SCALE NOT TO SCALE SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: TRACT NO. I.P. No. SHEET NO. TRANSPORTATION DEPARTMENT pFESS/ 6AIV DIEGO,91.070 cA9z„0 30422-1 040242 FESSi /� 619.291.0707 �p APPROVED B Y : Q� ��I,/� (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE `C INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE NODHEBRINO COMPANY riek�n Ineerin`.com D A. OT , GOD�p,�w & LINDENBERGER RD. A I"IRON SCHEDULE 'A " _y ��► Q • �YQ S•" ° "10Mi61 Taman PIPE WELL MOT.MARKED COUNTY IN STREET IMPROVEMENT PLANS 2 9Na 33950 Z %0 ca C_ PREPARED UNDER E RE TION F• Exp.6-30-084Ir / Z Wd Nc.33037 1984 ELEV.= 1425.301 TRACT N 0 e 3 0 4 2 2 -1 o F S H E E T S APPR. DATE - KHA A.0 DATE: >x EXp.6/30/08 * - REVISIONS COUNTY CIvIV .P s� avIL .� MENIFEE ROAD 4 7�``�%T D. GO ARD JR. .0 E. 33037 ��� '�Of 1.��' 6-30-08 SCALE: H: 1"=100' DATE: W DRAWN BY: TZ CHECKED BY: RLB RECOMMENDED WILLDAN DA E: �k DATE. REGISTRATION EXPIRES V: N/AFOR: •O• COUNTY j� FILE NO. "f 6A JN 1�590-A DETAIL DRIVEWAY APPROACH NO SCALE DIG ALERT BEFORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE: IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. R.\d_14590\phase-1\Improv_sheets\4590phfis2.dgn \\srv-rlbf\R1ckStandards\lplotV10\Pen\calcomp.pen 22-AUG-2006 16.44 ■ --��caac� PHASE 1 LEGEND SHEET NUMBER UJ STREET LIGHTS a -•--fit STREET TREES DIRECTION OF FLOW —� TRACT BOUNDRY ..•..••-. PHASE BOUNDRY --- PROPERTY LINE SHEET BORDER PERIMETER WALL DIG ALERT rX`IS TJIN r SCHOOL PHASE 1- BOUNDARY T R 2 2 1 2 9 N 150 75 0 150 300 T� GRAPHIC SCALE 1116-- 49nl BEFORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Colat Isast 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. i I OPEN SPAC �p , Q► •T 371 �D 0► f • • iD C► 1 • �° �♦ 345 • •p1,91�iViVl • io <VjpjV j4�j6 1010=63CF14" �® ®� nfpi�i • ��♦j� �xiolo101VlolV�o� jojo _ - - f • •�_®®� ®®� f • • _ - piVlVi ��f" 1V _ icy V g Vl • • _ _ l iV1Vl 1lViV_.7► _� � - - • _ ,. 1V1 lViV1V! 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V ' V, V V a.-�'..vrv'�_ll• - �D�I r� '` ,' • / ` , f"J ��`i ` �I �/•� , • . ® jai • ,, .� ` • . of 1 Zvir�jc►lvjojolajojojoo -�•�� ®®,� • . ► - o cf • /� • ' _ plot% • 1p 7 �� �.� �� , . � t► /' pjrD101 ® • ' • two' jvj'•� viYA�`Af �� • • / O�OSO�O�o % craw�,w/1r� r� --- -♦ • �•�i,,`� , ROlo f • • • •� •' / 1 •' `' = � to i _ ^ � •ni��+1''�'� I(,-;, '�0""��1 �•*����s l01010 f-1I ,� � � ' �� ,���i v f •tMtN I � ;�® � • • t..i� y,��' 1J�0 _ �,r ,��firlr� �`:1: � � J.i f fa' Wit..-.�.�. �O► ,• f" —PHASE 1 BOUNDARY LAKE 3 f f f f • �;�a �Oj° ��� , ��274 too ARCH CULVERT ARCH CUL ACCESS RAMP LAKE 1 VER j — x � �+ �..�� �V�• �° \!1 � �� bow 7 LOCATION 344 tt ----- i- ---- ----_----- ;-- T 11 I 450 TU!�5 ST ••• i , ' , 'ram` , � � I PHASE 1 1 - 4CFS 0100=13: T5CFS`-- �__ BOUNDARY SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: TRANSPORTATION DEPARTMENT SANDIEGO,cA92,10 ESSI(�I 619.291.0707 A �Y APPROVED BY: �Q�QF SS�a (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE ENa1NaeR1Na oMPANY riekengineering.com INTERSECTION OF NEWPORT RD. p A. pT Q. L, F & LINDENBERGER RD. A 1"IRON Mw RKW" seaexnento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN No. 33950Z �^ CCU � PREPARED UNDER THE DI CTION OF: CAP WELL MON. - Exp.6-30-08 �7' 4 ` � No.C27678 � 1984 ELEV.- 1425.301 APPR. DATE KHALE A.OT AN DATE: Exp.3/31/08 st _ REVISIONS COUNTY `�,4rF CIVIY- ��\p _ ��,� a�L Q•�`! ROGER L. L R.C.E. 27678 DRAWN BY: TZ CHECKED BY: RLB OF CA L\F g o�� �F CI►1.��0 DATE: REGISTRATION EXPIRES 3-31-08 SCALE: H: 1"/A DATE: RECOMMENDED WILLDAN D TE: V: N/A TRACT 30422-1 040242 COUNTY OF RIVERSIDE SCHEDULE 'A" STREET IMPROVEMENT PLANS THE LAKES,PHASE 1 TRACT NO. 30422-1 INDEX MAP SHEET NO. 3 OF 53 SHEETS R-\d-14590\phdse-1\Improv-sheets\4590phtis3.dgn JN 1 5 0-A ....... .... . .. -, - :::::::.: -- - - �; .- . 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NOTE: I COUNTY OF RIVERSIDE 5620 RIARS ROAD BENCH MARK: ,!�Z ,,I''! 11 11 00- a a-= SAN DIEGO, CA 921 1 0 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ;01 � � �, I fEssl I I vus/p 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT I - , RIV.CO.B.M.M-14-63 IN THE TEE I APPROVED BY: 4 (FAX)619.291.4165 INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN .0p .% % L. a, rIckenginsorIng.com & LINDENBERGER RD. A 1"IRON 0 , . ISSUED. . , So DtW RWK" sacnollaft ofew Pho" TUCM PIPE & TAG MARKED COUNTY IN I 0 No. " -T- go E DIR ON OF: CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS 9 950 10! Zell CA m RESPONSIBLE FOR ASSURING T I - Exp.6-30-08 I IV aj2�� Wj- - Ir I -&IT/# 4 W_ No.C276 f" 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 3mlg;- co f105 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK BY DATE APPR.JDATE V * KHA A. /H&ollf ,� DATE: * Exp.3/31.288 * 't d I* i APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY J>, clvj�_ ,\ 'A CIVIL , 6a ENGINEER SHALL BE RESPONSIBLE FOR. DETE . - ----W- I e_ ROGER L. BALO R.C.E. 27678 - LUTION AND REVISING THE P DESIGNED BY: CPE OF 011II - elzi zr_I,006-. 4" - pit ATE:. 40vft� REGISTRATION EXPIRES 3-31-08 - SCALE: H: 1'�-40' DATE: UNTY. DRAWN BY: TZ CHECKED BY: RLB V: 1 "= 8' 1 i _____ I I I . I I --�Inn%�� 0 - CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (�D N89-13'41"W 1 99. 94" __. ,(D A=11-11'23" 900. 00, 1 75. 77' 1 '_-_� k, --)-) & 8- 39' 51 " I 1 000.00' - 1 151.221 . CURB DATA . NO. DELTA OR BRG. RADIUS LENGTH REMARKS El N89-13'41"W 109.95' M A=11-11'23" 872.00' 170. 30' [1] A= 8- 39' 51 " 1 028. 00' 155.45' [�] N89- 1 3' 41 "W 109.94' E] A=11'11'2311 928.00' 1 81. 23' - El A= 1- 04' 34" 972. 00' 1 8. 24' CONSTRUCTION NOTES I PLACE 0.33' A.C. OVER 0.95' CLASS R A.B. !�/ STD NO.209 AND STD NO 209A ( 6-C.F.) PER COUNTY OF RIVERSIDE STD NO. 200 ,-N CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY @)OF RIVERSIDE STD NO. 401 AME SIGN PER COUNTY OF RIVERSIDE STD NO. 816 ULSION BASIN PER RIVERSIDE COUNTY STD. 300 & LOCAL DEP. PER COUNTY STD. 311, CASE C A-21% *y SAWCUT EXISTING PAVEMENT. SEE DETAIL SHEET 2 TRACT 1 30422-1 - . 11W. 040242 COUNTY OF RIVERSIDE SCHEDULE 'A " THE LAKES,PHASE 1 TRACT NO.30422-1 I IW.O. COUNTY I FILE NO. SHEET NO. 4 OF 53 SHEETS Hi\(3-14t,'JONPnOSe-l\IMPrOV-SneeTb\4��VPRII��.UgP . 11 !­ � f_­!�..-! 1. t"r -� . 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DELTA OR BRG. RADIUS LENGTH REMARKS Q p=14' 39' 06" 1000. 00' 255. 72' Q2 A=12- 07' 50" 1200. 00' 254. 06' CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 01 p=14' 39' 06" 1028.00' 262. 88' Q2 0= 12. 07' 50" 1172. 00' 248. 13' ❑3 A=14' 39' 06" 972. 00' 248. 56' 40 A=12' 07' 50" 7 1228. 00' 1 259. 99' CONSTRUCTION NOTES 'v W 2Q PLACE 0.33' A.C. OVER 0.95' CLASS II A.B. Z ® CONSTRUCT TYPE 16" CURB AND GUTTER (6" C.F.) PER COUNTY OF RIVERSIDE STD NO.200 •tp 11 CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY W OF RIV€RSIOE STD NO.401 +W RX 16 APPLY ASPHALT EMULSION W N ZW JW = CO) C� a 92 DIG ALERT 7M BEFORE CAUTION: PLAN: ROCKPORT ROAD YOU DIG! EXACT LOCATION OF EXISTING 40 20 0 4o eo 120 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1' 40' Ca1at least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620FRMROAD BENCH MARK: TRACT NO. I.P. No. SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT � acco, cr► 92110 30422-1 040242 NOT COMMENCE UNTIL AN ENCROACHMENT pppFEss� APPROVED P R 0 V E D B Y : I IOF ESS/p 619.291.0707 RIV. Co. B.M. M-14-63 IN THE TEE `9( (F"19.291 A165 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN A. pT L. ENG MPAM rickengineerin`.com & LINDENBERGER RD. A 1"IRON SCHEDULE A ISSUED. ,y i �G� eq� , see Dkp Rhw" s.�en o o►ww ne" T.aPIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLANS 5 No.33950 �— = PREPARED UNDER THE DI R TION OF: CAP WELL MON. THE LAKES PHASE 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS % 4D rn 1984 ELEV.= 1425.301 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 T ! Z 1 A ( � No.C27678 � TRACT N ' 4 OF 53 SHEETS DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH D A. T N DATE: Exp,3/31/08 Oe 30 22- IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Ba APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � Civiv �"t �-.� �%' CIVIL �! ENGINEER ACCEPTABLE SOLUTION AND ABLE FGR DETERMINING RMIN NG N 4TF or cA��T- 8 z.�? UG� % 0 ��� ' ROGER L. B R.C.E. 3-31-08 2Y618 SCALE: H: 1"=40' DATE: R 0 C K�7 P 0 R T ROAD DESIGNED BY: CPE DRAWN BY: TZ CHECKED BY: RLB F Cal DATE: REGISTRA ION EXPIRES V: 1"=8' W.O. COUNTY �� APPROVAL BY THE COUNTY. RECOMMENDE Y WILLDAN D TE: FILE NO. 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E AT ....... ...... 4 -------- ...... -------- ------ ------ ...... -------- -------- --- . ....... ........ ........ ........ .. ........ ... ....... 21 22 23 24 25 26 SEE STORM DRAIN PLANS .1 , TR 30422-1,IP.040242 to I V) SHEET NO. 5. 8 FOR DETAILS uJ C-) V) W F- < 0 a) CQ cc u I u F_ 0 N1 J\j1 Err-_ jr_�_ C., I J- L SD I T jc�' r4 11 u) u =�u 0, r UT UR J\J1 U L T I —.rr— J-� J\J1 I �1 Y I T u SEE SHEET 41 [in a: I-- L) W to qW 345 C14 Z Q lz V) a- _j .11 04 LAGUNA VISTA DR C.) 1�_LL. !Iew 04 0 _j + rnoo Cm 346 X g in a I it I I I I _j Lo U L) 04 �Q_ in C14 �1 11 L),i Lo 0 LLJ 04 (3 ul) of of ul) u Pn 0 F- — 0. + Cn 04 + I olq 11 _j CD Cj 0 < Go + 0 Lr I-L- 27 W LIILIP� ---- -- ---- -------- .................. 4 --------- ....... 4 -------- ........ .. 1 ---------------- ..7 . t ------- - -------- -------- ... ..... --- ... ..... . ....... - ........ ...... . ....... ------- ...... ::: ...... ..... ..... ... --------- --------- -------- ------ --------- - -------- --- ........ ........ ---------- --------- ........... ......... .... ........ .. --- ----- ........... ............ ... . . . .... ............... ........ ... ......... L ....... : : :::T:::::::: 4 . ...... ................. ------ ...... ........ ........ -------- ---------- ------- ........ ........ I ........ ........ ................ ...... ... ................. . ............. ----- -- ......... ....... .... ....... -------- ....... . ...... :::1'::::::1.:::::::1 ------- "-::::: .,: ------ *� -------- -----_----_---- i ........ ....... . ........ ----------------- ......... ........ ......... -------------------- 4 ---- --- --- - ------- -------- -------- , _.: ........... ... . .. ... ........... ............ ... ........ Y ----- -------- ..................... --_------------ .... ------- -------- --------- ­­-- - - -- - -------- ........ ........... ............. CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N89*13'57"W 576.47' A= 12- 351 3511 1 850.001 1866. 821 1 1 CURB DATA NO. DELTA L01'01 BRG. RADIUS LENGTH REMARKS N89- 13'57"W 200.84' N89-13'57"W 221.63' 3 J& 34- 25'28" 822.00' 493.87' 4 IN89-13'57"W 216.83' E] N89-1357"W 217.53' F6_1 A= 6- 4'4" 878.00' 92. 98' r1q V) __j 0 _1A + - C" Lq 0 11 � u_ 'T 0 1W DIG A PT in Co m C,! WL00 (--qtj 0. a 0011 I + 1W I %, J. C� � 00 + V- + .0 r­ in TM %_j 60 V j _r + r— 0 v r) W N 11 04 C%j 3: 0 CALL 04 5 BEFORE CAUTION: @ PLAN: ROCKPORT ROAD YOU DIG! 40 20 0 40 80 120 EXACT LOCATION OF EXISTING mmmmmmw 1-800-12127-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE AIERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1` 40** Calat bost 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 MARS ROAD BENCH MARK: TPA C T NO. I.P. No. SHEET NO. 0 SAN DIEGO, CA 92110 30422-1 040242 WORK CONTAINED WITHIN THESE PLANS SHALL VOESSI TRANSPORTATION DEPARTMENT 11 � it ESS/s, 619.291.0707 RIV. CO. B.M. M- 14-63 IN THE TEE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN A. ENGDamuNG Omp"y rickenginee I & LINDENBERGER RD. A I"IRON SCHEDULE 'A ISSUED. 0) Son Dislip RKv" sbaumwft or-110 Phombc Tumn PIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLANS 6— No. 3395 PREPARED UNDER THE D TION OF: CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-08 zz r 4, NO.C27678 rri 1984 ELEV.= 1425.301 THE LAKES, PHASE 1 OF SHEETS RESPONSIBLE FOR ASSURING THE ACCURACY OF 1-0 Q DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE, KHA A. H DATE: Exp.3/31/08 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 15& TRACT NO.30422-1 N. THE PRIVATE REVISIONS COUNTY J> Cfvl%� CIVIL APPROVAL OR DURING CONSTRUCTIO ENGINEER 4�t CA, ROGER L. BOL R.C.E. 27678 SCALE: ROCKPORT ROAD ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN TZ CHECKED BY: RLB C REGISTRATION EXPIRES H: 1"=40' DATE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE 'DRAWN BY: 419�1"12 D A T E: 3-31-08 - FOR: W.O. COUNTY APPROVAL BY THE COUNTY. I i I REC(rMMENDED kl( W11 I DAN D4TE- V: 1 "= 8' 1 1 FILE NO. Rj\d-14590\phose-l\fmprov-sheets\4590phlis6.dgn \\srv-ribl\RickStaridards\lplotVIO\Pen\calcomp.g>en JN 14590-A an, RIM=IFS 142 I TC=29•64 00" MAX) 2.0% TYP. HEADWALL R/W 00" MAX) T TI N ?FROM 0"TO 10" MAX 5, TC 18' R/W 17% 8' BIKEPATH 1 It FS 1430=11 END BIKEPATH FS 1429.97 =1 B (CURB DEPTH=O'j btvn. -- (CURB DEPT14=011 BIKEPATH DEPRESSION DETAIL NO SCALE SEE SHEET 2 FOR CROSS-SECTION DIG ALERT :::::::::>:: - ..... t ---M :::::::::: ----------------�--------�-- ------<--------�-------<-------�--------> --- to .......:........a.__......... _... ___....:._.....:.....-_.y.._.....:...pie,,.._-«......_-_ -------------- :------ ---- . -R .. i............... .:................... i..... ........ .....,..----- .. ..61 'ST? .,.. ----- f cv y........ .. «...... _..../� .......y.. ... y..... .. .} ..... ..... ... ..... ..... ... .. ... .. ...... .. .. ... ............ ... .................E........,.... , - , E .: ___ ,w G 'S -- = t r Ey . -- --- .. .. ..- -- -- -- •• - = Tyr: N ::,m E ,.... E : . ...... a : . .. :....... fit" : ...»-. _ .. .. ,,.,.. .,, ,'.. a1 _ : E - --- -- - Q E -•--+ ------ E9 PL+ - #' - - .-- �' .... .� . .. - , >r - i.. . ,.....: ,------>------�-----�-�-� AN-tTtOi�-.-t--•#�--<- T-�-----��--:1-4 y ------ -- :IC:...°I4 �7 ---------. ---- > y L +- ::_;: y `::::::::::.. = --- . =r ...♦ ....... - I V M T y :.. y -:f4 C= TC t4 1 ----------- ----- ---•------------ ---- T 1 1 :7: ___ _, _ .._ «_____ ______ _ _ ______ ______y _ . ._.._.._,__. ._. .._, _ . ... ... _ l _ ..y_ . ..,__------ a . 42 .> 14 . 1 .... ... •,� _ 1_._ S . ...........y........r................ . ..... i ... 11- .. : ... �....... «........,........ «-... ... ... ... ._ _ ... - - - ----- -•- - -------------------------- -----•-----...:.......� ...-------_-------�---....:--------+--------r--.....,......:------..>.....--<------ E •--E.;«HO�tl��:i:':r:::�1£I::;;:YE. T.1..-. • :-........_ - --- -......->---------------->--------�••-II42? A- ---....]..--- •� #N I' > E E ---- ----�--------:�:--- 192�5 10 11 12 13 14 15 16 IU+UU.UV L L I Kt5 LAWS UK= 42+15.81 CL MENIFEE ROAD= 10+00.00 CL LOIRE VALLEY LN MEIVIFEE ROAD AD I, I II I 11 I I I EXIS 11426.48 TC' LINE 181iRC,, T , ARY n% , - (142 , , 4 I LP I 111 I C _ III .00 III , i 999, . IP 044188 SHT q -jU 114 I u1 + ,It I Y h�y� , Q A01 ' ' II EXIST30rr RCPy��� ~111 III 1-' C + SEE STORM DRAIN PLANS MEIVIF MS 3999 IP. 040188 EE IgpAD ' SHEET NO.8 FOR DETAILS Clul BEFORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Calat 18ast 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: TZ CHECKED BY: RLB APPROVAL BY THE COUNTY. SEE STORM DRAIN PLANS TR 30422-1, IP. 040242 SHEET NO. 2, 9 FOR DETAILS 17 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q1 N89' 13' 41 "W 80. 42' 2Q A=13. 24' 43" 1595. 00' 373. 36' 3Q A= 2. 46' 58" 1400. 00' 67. 99' 4Q A= 9. 20' 25" 1400. 00' 228. 23' CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS �1 & 13` 02' 56" 1553. 00' 353. 69' 2 A= 0' 22' 39" 1442. 00' 9. 50' �3 & 6` 55' 3" 1432. 00' 172. 89' ® A=13` 04' 45" 1637. 00' 373. 68' �5 N77` 21 ' 36" E 64. 19' ® A=1 1 ` 06' 20" 1 157. 00' 224. 26' �7 A=180` 00' 00" 10. 00, 31 . 42' ® A=1 1 ` 59' 24" 1585. 00' 331. 69' ❑9 A=180` 00' 00" 10. 00, 31.421 16 A=11 ` 5912411 1605. 00' 335.871 13 r CONSTRUCTION NOTES - 36"4. - W 1 �' z 3 rp Z W LINE 1� 15+ 1.77 CL TES LAGOS DR= w 10 14 aG6 TC 1429.74 TC 10+00.00` CL LINDEN GATE LN I �. , 14+3.78 EC J = 30 PLACE 0.43 A.C. OVER 1.20 CLASS II A.B. PLACE 0.46' A.C. OVER 1.35' CLASS II A.B. 18" RCP (, LLI 8 CONSTRUCT TYPE "A6' CURB AND GUTTER ( 6" C.F.) PER COUNTY •- _--- - - ----------- -- ---- ---- --- - - 5 LINE A6 �.I. LLB OF RIVERSIDE STD N0. 200 :..:.... w.' 1 +2 TC=14268 R/Q 10 co CONSTRUCT TYPE 'D" CURB AND GUTTER ( 6" C.F.) PER COUNTY W CL UNDER SIDEWALK DRAIN 15 21 OF RIVERSIDE STD NO.204 _j -� - _ PER STD DWG NO. 309 & MODIFIED CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY 3 11 N v + LOCAL DEPRESS. PER STD DWG I 11 OF RIVERSIDE STD NO.401 w >- R/W z z NO. 311 2" DEPRESSION , 13 Ln O CONSTRUCT MEANDERING 10 WIDE COMMUNITY BIKE PATH N W 344 "� n� m o 010=1 45 CFS 0100=2 41 CFS 13 v I (CONCRETE OR PER STREETSCAPE PLANS) %Z rn m-4m m if 1 + 42 T 15 CONSTRUCT UNDER SIDEWALK DRAIN PER STD DWG NO. 309 00 �" Xorrn CONCRETE DROP INLET o ®z --a�� Z PER CB110, RIM=1430.08 I 16 APPLY ASPHALT EMULSION -� 7D - 0 SEE STORM DRAIN PLANS w � o PER TRACT 30422-1, SHT 9 21 MODIFIED LOCAL DEPRESS. PER STD DWG NO. 311, 2" DEPRESSION � a _ N rn r' r r rEXISTING WATERLINE, PROTECT IN PLACE r r ISM r I- A1� r -4 SEE BIKEPATH DEPRESSION DETAIL PLAN: TRES LAGOS DRIVE iN z ON THIS SHEET, AND SIDEWALK ® STDS300C& LOCAL DEP. PER COUNTYT CATCH BASIN PER ISTD. 311, TY CASE C z UNDERDRAIN DETAIL ON SHEET 2. 40 20 0 40 80 120 ^' rri 1@MODIFIED CONCRETE DROP INLET PER RCFC STD. DWG NO. CB110, V=8.11',A=2.5', H(N)=9", H(S)=10.7", SEE SHT. 2 & SHT. 7 FOR DETAILS GRAPHIC SCALE 1' = 40' © SAWCUT EXISTING PAVEMENT, SEE DETAIL SHEET 2 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620 FRIARS ROAD BENCH MARK: TRACT NO. 1. P. No. SHEET NO. TRANSPORTATION DEPARTMENT SANDIEGO,CA92110 30422-1 040242 yFESSIcyy� �pFESS/p, 619.291.070� APPROVED BY: Q RIV. CO. B.M. M-14-63 IN THE TEE COUNTY OF RIVERSIDE A (FA>Q619.291.4165 INTERSECTION OF NEIMPORT RD r e F ENGINEERING OMPANY ricken Inserin .com & LINDENBERGER RD. A 1"IRON SCHEDULE /A" 7 ° OV L. l So DIM RN"de seaeumm oraw Tumn PIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLAN S � �Z �' � � � = PREPARED UNDER THE DIRECTION OF: CAP WELL MON. - No. 33950 1984 ELEV.= 1425.301 THE LAKES, PHASE 1 Exp.6-30-08 /Z 17�a6 � No.C27678 � OF � SHEETS APPR. DATE KHA A. 0 MA DATE: s:r Exp.3/31/08 TRACT NO. 30422-1 COUNTY °ICI\. .p s� TRES LAGOS DRIVE /� CIVIL q� � ./ -�►� 11 firr-- ROGER L. L R.C.E. 27678 RE MMENDE BY WILLDAN D E: v0� OF CA���� DATE: N REGISTRATION EXPIRES 3-31-08 SCALE: H: 1"--40' DATE: W,0. COUNTY , ` V: 1 -8 FILE NO. `7 3 Ri\d-14590\phase_1\lmprov_sheets\4590ph11sT.dpn \\srv_rlbt\RlckStandards\lplotV10\Pen\ccloomp. pen 16-Atjr 906 1 6, 04