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931-II - TR29837 10/3/2005 OffSite Sewer, Street Improvement Plans Newport Rd,Briggs Rd GENERAL NQTE.S 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING TRACT NO * 9837 CONSTRUCTION NOTES & QUANTITY ESTIMATE UTILITIES OTHER THAN THOSE WITHIN EXISTING COUNTY RIGHT-OF-WAY INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. DESCRIPT}ON QUANTITY 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS AND SEWER SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. OFFSIT S W R P ANS 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR 8" SEWER MAIN LINE 1690 L.F. TO APPLY TO THE COUNTY OF RIVERSIDE PERMIT SECTIONS, FOR AN 4" SEWER FORCE MAIN 1984 L.F. ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS. SEWER MANHOLE PER E.M.W.D. STD. SB-56 8 EA. 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE, PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, 4" SEWER PLUG 2 EA. THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY 8" SEWER PLUG 1 EA. WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN EMWD SEWER NOTES 10" SEWER PLUG 1 EA. WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE AND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. WITH EMWD'S STANDARDS AND SPECIFICATIONS. 7. MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE CONDUIT 8. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY SUBDIVISION IMPROVEMENT ORDINANCE NO. 461.6-1988. 3INVERT CONTRACTOR FORCE MAIN PROFILE ELEVATIONS ARE TO CENTERGRADECTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS,, QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND 9. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES, . SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES REFER TO STATE HEALTH CODES. EXCEPT WA-IERE SPECIFICALLY DESIGNATED ON PLANS, PER EMWD AND BID A COMPLETE JOB. 10. WHEREVER A WATER LINE ENCOUNTERS A STORM DRAIN LINE OR EXIST. EXIST. FUTURE STANDARDS AND SPECIFICATIONS. OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL (PROTECT IN PLACE) R/W EXIST. POWER POLES R/W R/W 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS.RESULT IN LESS THAN 36 INCHES OF COVER OVER THE WATER LINE, IT 80 46, SB-56, SB-58 AND SB-61, AS APPLIICABLE. SEWER MAINS MAY BE LAID WILL CROSS UNDER THE OBSTRUCTION (MIN.6" CLEAR). 25't j 20' EASEMENT _� THROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. MAINLINE 11. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE 17' 7' 8' VARIES VARIES 11'f11 7' TO EMWD I ; CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION ( PER PLAN PER PLAN 115't I 8' 26' IN ACCORDANCE WITH STD. DWG. SB-52. REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. I I 5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE 12. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN ' ' ' ' EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND�SP 0.05 AND 0.03 GALLONS i E.P. ;,� E.P.II i I i WHERE CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF PER SQUARE YARDPAINT BINDER RE �TIVELYPLIED ATASPHALTICTE FEMULSION SHALL CONFORM � PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. TO SECTIONS 37, 39, do 94 OF THE STATE STAND SPECIFICATIONS. IT i 6. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY NOTIFICATIONS 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 CALIFORNIA SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE �EXIST. 6" GAS PROP. 8" SEWER 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL OR DUAL 4 FORCE MAIN ADMINISTRATIVE CODE. CONSTRUCTION SECTION AT 909 955-6885 AT LEAST 48 HOURS IN EXIST. 3 GAS 7. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE ( ) COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. EXIST. TELEPHONE LINE EXIST. 21"WATER TREATED FOR ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. ADVANCE OF STARTING CONSTRUCTION. 9. ALL PIPEZONE BEDDING & TRENCH BACKFILL SHALL BE TO STD. DWG. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO PRIVATE ENGINEERS NOTICE TO CONTRACTORS NEWOR T ROAD TYPICAL. SECI SB-157, SB-158, SB-159. EXCAVATION OR TRENCHING. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON LOOKING EAST 10. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF NOT TO SCALE SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR U.S.A. 1-800-227-2600 NTRLINE. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. 11. FORCE MAIN SHALL BE PVC C-90 PROJECTIONS TO THE MANHOLE CE CLASS 150 PIPE UNLESS OTHERWISEE.M.W.D. 909-928-3777 EX 4830 THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT APPROVED BY THE DISTRICT. PIPE SHALL CONFORM TO AWWA THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE SPECIFICATIONS. RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 PLANS, AND IS RES FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO 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 TIME LIMITATIONS LWER CERTIFICATION WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, ----- • AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM FOR OFFSITE TRACT NO. 29837 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE TIME LIMIT ON DRAWING(S) APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO EMWD REQUIRES DRAWINGS) TO BE REVIEWED-BY THE DEVELOPER/DESIGN ENGINEER AND THE WASTES FROM THE PROPOSED TRACT. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. EASTERN MUNICIPAL WATER DISTRICT RESOLVED. FUTURE SEWER CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR PER TRACT 29837 LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BY: 1 CIVIL ENGINEER OF SUBDIVISIONS DATE 2� I I 61 62 23 1 EXIST. 8" SEWER8 SEWR NEWPORT ROAD PER SD-8608 " 22 PER SD- EXIST. M.H. » 8" SEWER 8" SEWER DUAL 4 FORCE MAIN DUAL 4" FORCE MAIN 8" SEWER 21 20 19 I EXIST. 21" CML k C WATER PER D-1136 I EXIST. 10" SEWER -� -� - - - - - - - - - - - - - - - - - - - - - - - - / PER SD-8608 \ _ -�- EXISTR/W � " - - - - - - - - - - - - - - - - - - - - - - - T EXIST. 21 CML & C WATER PER D-15153 ENST R/Wl �- M.H. 1 M.H. 2 7H. 3 M.H. 4 p M.H. 5 M.H. 8 \8" SEMIfR PLUG ¢ GRAND AVE./ I SEE SHEET 3 WET WELL � // � M.H. 7 Of SIMPSON RD. I SEE SHEET 2 �� // cr o \ M.H. 6 w INDEX MAP WR N sa�T z o I TRACTLEGE D ' SEE SHEET 4 � 29837 llnround � AIKt SCALE: 1 -1 OO NEWPORT ROAD ci Call: TOLL FREE IMPLEMENTING FACILITIES ABBREVIATIONS E ( - > w -800 NONE BF-BLIND FLANGE SEWER MAIN AND LATERALS (SIZE NOTED) SITE 0 227-2600 CC-CENTER GRADE ~ m TW WORKM DAYS CML & C-CEMENT MORTAR-LINED AND COATED STEEL PIPE ---�.�--- EXISTING OR PROPOSED MANHOLE VICINITY MAP LD ■EFOK YOU DIG (CLASS 150 UNLESS OTHERWISE NOTED) _ __J (EXISTING SIZE NOTED)PROPOSED SEWER MAIN AND LATERALS NOT TO SCALE CO-CLEANOUT TERALS THOMAS BROS. GUIDE MAP, 2001 EDITION PAGE 868, GRID H2 & J2 EP-EDGE OF PAVEMENT SEC W T5S R3W OWNER / DEVELOPER SEWER APPROVED BY: COUNTY OF RIYERMOE TERMINUS MANHOLE (SB-58) EASTERN !.� R/W-RIGHT AL WATER DISTRICT MH-MANHOLE SCALE: 1 "= 100' DEPARTMENT OF HEALTH PROP.-PROPOSED END OF SEWER LINE (PLUGGED) SOUTHERN CALIFOCALIFORNIAV R W-RIGHT OF WAY mmil � LAND MANAGEMENT, INC. CIVIL ENGINEER OF SUBDIVISIONS DIATt STL-STEEL CLEAWUT (SB-52) 0 5O' 160, 260' 300' 400' 31676 RAILROAD CANYON ROAD INITIAL DATE: TOS-TOP OF SEWER LINE CANYON LAKE, CA 92587 PROJECT ENG. APPROVED BY-. (909) 246-1100 * FAX: (909) 246-1104 APPROVALS INSPECTION r WrR. OPERATIONS _ - DATE I0'*�y-D 3 SWR. OPERATIONS - _ __ I.D. 13 & U-1 SEAL-COUNTY SEAL-ENGINEER S.A. 33 41 WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERsIOE C S__ L ENGINEERING,_ _ INC . BENCHMARK. TRACT 29837 I P 020074 SHALL NOT COMMENCE UNTIL AN QROFESS/pl, TRANSPORTATION DEPARTMENT �tOFESS/py�, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTI W.O. 10-040 ENCROACHMENT PERMIT AND/OR A �O A, o �� p o A. S q� 1 1651 STERLING AVENUE, SUITE E of NEWPORT R0. LMdOENBERGER RD. A 1" C, Q U N TY O F RIVERSIDE C.O. GRADING PERMIT HAS BEEN ISSUED. �4� �k.� T Fy APPROVED BY: ��r cif F� RIVERSIDE, CALIFORNIA 92503 MtOh) p TAG MlARI(ED COUNTY SURVEYOR r �% _, (909) 785-5122 * FAX (909) 785-5180 COORD. 23-C-39 THE PRIVATE EMWER THESE PLANS IS RE' FOR Y Z IN CAP � OFFSITE F S I T E S E VW E R ASSM TIE Y IM ACCEPTABILITY OF TIME DEEM HBIEON. 0 36/ 0 Z No. 25917 � ELEV.- 1425.301 SHEET 1 OF 5 IN TINE EVENT OF MMS ANNMIG AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/05 * (1964) ALL BE s A. DATE s � D �►'- R.C.E. 40. 17 INDEX SHEET D- OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SH >. RESPONSIBLE FOR DEIfER11MNING AN ACCEPTABLE SOLUTION ANO MARK BY DATE APPR. DATE -! CIVIL O�P - r qj�, CIVIL \� 12131 SCALE: REVf5111G THE PLANS'FOR APPROVAL 8Y THE COUNTY. ENGINEER REVISIONS COUNTY OF CAVE C OF CA�� S DALE: /0'-V--1 H: "_ V: Pam: W.O. COUNTY •MMEN DATE RI HA A. I NNI �• CAL LAN°R MANI4GEMIENT FILE 140. 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ALSO T+*S SEWER MAIN IS TEMPORARY I - i " I c I - �,,, I f; � i; _`4 i I ki ' I _Z I .;, UNTIL PROPERTY TO THE SOUTH IS DEVELOPED. 90 __ � � e � I I � I z � � , � w I 0 � I : 1� ! i I I "� I�_ Ji s : , � � I LAND MANAGEMENT, INC - l' �' - J f I �! ," i , - ,i � 'i 1 61 11- I . �_��4_1� r- , , I� - ,i 7 4� 1 31676 FtAALROAD CANYON RW I ., c __ 2 I x �. , --- � � -;el . , � I CANYON LAKE, CA 92567 I-, � �. VD,�, i ! � " � , u � I i I M I �; � � . , I I ; I ,I- I I (909) 246-1100 * FAX: (") 244-1 104 1 2-8.8 1 f�� 1� , - �, I a I , 1 - I I I "i; I . I I ,i� ; i lie I I I I �. � x . I i. 5l5 �, !� I - 1 I � ; �, ; - � L I - . " i I x- . _� : i 0 1 . , L ; ., I , 1i i I ! SEWER APP"ROVED BY: .I : I I ; , I I . I 1,.�I _� 'I/ : ; 1 -7 . I 11 \ . �,, � : : " t I I x 1424./ I I �z � I � � J , - " I � � I I ; ! 1 3 . 1 1 1424-5 � � v � . i 1 � I 1; � I . � � - I EASTERN MUNf IPA TER DISTRICT �,_ A I � i I , , - I .. t i� i ; i "", ic I 1-k X, -Q i I L . 'I WA I pp F � __ , V k. ) . A- � � � . j: - pp - - , - Will , ,, i i. ! ! ,,r �, I i I I jL � � % ! �ji � y -i I ,,,, , '' :1 C EW,INEE�'6F'!rU13DN`ISiIO1NS DATC , � 4 ) 1,;,,�, D I N!;.� , . I :1 I r SCALE: 1" = 40 �� L I i � 1 �_ � I � � I I I I c - ; 1� f. I I INITIAL DATE ,\ ., , � T i I, � � ____ 1 ;j t Q:� i� � � I � I- ; . � . , , . - _-,,,1. R L� -1 ; I L � - � - �-FUTURE R/W . � - � � : � i: � , % Iii 0 - 'is 0 I � � c I I - i I 9 I I I I Nsm mmm� - i 1, ,,I-11", i� - � t �:� ., PROJECT ENG. -79 -- i L, . , - FUTURE CURB I I I ly � � � � I I z I i _�__k__L - I i , I 11, __ - .1 z z I - ___ ,42-9.8 1 , � r�; � , r b 20' 40' 80, 20' 160' . APPROVALS WrIpEcTm __� - ; i z z " t i 4 :1 �� a - � I 9 I I i j- -5:j - EXISTING R/W I I I ;� - , � __ �� , I I i _� __ ____ . i -, x � I � WTR. OPEpbklmm I 1!c ! ! � I ��T I � � I ;� � L ; ; : � i 7- I 11 � I I 1.D. 13 & U-1 . � .1 I I i� . --,. i .; : I ; . ; i I SM. OPiS I ___- I I i 119 i 11 I i,I ir .:I I I . I 11 I . 1111111011L I � . I - I - SEAL-COUN-r*( =MTY OF RI1VEnX SEAL-ENGINEER Q�L E,NQLNEEfflNG, 1N!Q0.1.1.1. VIENCHMARK: TRACT 29837 IP 020 !S.A. 33/41 WORK CONTAINED WTHIIIN THESE PLANS I WES �_,�__I ES __ -i W.O. 10-040 SH&L WT COMIMEWE UNTIL AN I v I TRANSPORTATION DEPARThENT I A. 1 1 651 STERLONG AVEWJIE, SUITE E NY. CO. B.M. M-14-63 IN THE WE 11011ERSECIM ' ENCROACHMENT PERMT ANDIOR A � ID )k- I - ( , OF �NEWORT MD. & LUXIIIINEWIR MD. A 1w COUNTY OF RIVERSIDE C.O. GRANNG PERMIT HAS BEEN ISSUED. C, <`l APPROVED BY: ,�f, Icil RVVERShDE, CALPFOR41A 92503 1 S_ I V- WO MPE & TAG MNKD C"TY IN CM VELL MO. SMDULE "A" CMIRD. 23-C-39 � I I I �1) 1111,11,11,11111, 0-3 - - tr_ (909) 785-5122 * FAX (909) 785-5180 1 M PR%1E EMWER WM IWSE PLANS IS RESPONSIBLE FOR . 3 �A 1111,11,11,11111, C3 rn LE I uj rn rn SHEET 2 OF 5 1 33950 11111111 sl� No. 25917 _'v ASIM X ACQAXY AN AMPTABUTY OF X K30 HXON. W_ 111111111 i 01 Ill Exp. 6/30/06 _-a 1 1� s /**7/0 c/ * Exp. 12/31/05 1 ELEV.-. 1425.301 FOR IN W EYENT OF OW111701INDES AWK AFIER CMINTY APMOML * Hblfl N D ,.PA 1 * BY: R.C.E. 40. 2.�Qj 7 A NEWPORT ROAD (OFFSITE) D-.?e. ,y ja OR "M CONSMXTION, 1HE PNVA1'E ENIMIEER SHALL BE MARK BY DATE CIVI\- , -ATE a . . I (EF. 12/31/M) SCALE: . I J I - .1 - tw- 4de -m- fK i I I ]k I i i i i i�iiiiiiiiiiiii� I I � , � I f, � I I f i I - � , __T� I ( I ttfl I RESPOKS1011 FOR DEIEMMW AN ACCEPTABLE SOLUTION AND R"SIONS APPR. DATE W ik tavf* &4 i-Ic - " - �Sz-7 C, ---____-A&A -2--40.1 . FOA7 W.O. COUNTY !1.11 . REMN TW PLANS FOR APPWML BY TW COUNTY ENG041EEIR C0UNTY OF Cs, ECOMMENDED DATE . il OF 11 CAlIffli � , =.______%m7E:19 H:_ 10=40' - V: lm=4' - SO. CAL UM MAK44GE", K. I I FILE 140. lilll!pff . I . . I I __ I R-10HAQ A. I I . 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ALSO THS SEWER MAIN IS TEMPORARY I SEWER APMVED BY: . NOM UNTIL PROPERTY TO THE SOUTH IS DEVELOPED. � EASTERN MUNICIPAL WATER DISTRICT CONTRACTOR TO PROME ACCESS I # OWNER / De�ELOPER: V,les& ) �^_IVL WhAft FOR E)aSTlNG DRIIWWAY DURING x . CML ENGINEER Of- SUBDIVISIONS DATE CONSTRUCT)ON )) I OUTHERN CALIFORNIA INITIAL I [ATE I I . SCALE: 1 = 40' ND MANAGEMENT, INC . .MROXCT EM.- J;-� e / . - � � . MAM Q!!!! IIIIIIIIIIIIIIIIIIIIIIIIIIII 31676 RAILROAD CANYON ROAD APPROVALS NSPECTM -__ - - . , - b io, 40' go, 120' 1 60' CANYON LAKE, CA 92587 - - - I I I . (909) 246-1 1 00 * FA�: (909) 1 1 Swpt. OpmT"a I - F__ - - �r- � I I I - I -I I.D. 13 &iU-1 _., I � NDTE, I -1 I.I - ��_ COUNTY %AIIIIIIIIIIIR v Gr �� SFAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 -IP 020074 S.A. _�3/41 1 WORK CONTAJNED WITHIN THESE PLANS . , _ SHALL NOT COMMENCE UNTIL AN s TRANSPMAT*N DEPARTMENT 11 ES , W.O. 10-040 ENCROACHMENT PERMIT AND/OR A - A,- O'l., e, ,11;� .1 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE �0 C.O. 10 - At: C/ <<,, RIVERSIDE, CALIFORNIA 9 OF NEWMT RD. & LMDENKRGER RD. A 1* " 0 GRAD4NG PERUIT 14AS BEEN ISSUED. . 11 APPR r -A_� ! I 0:11-Y _ 041D BY: 2503 1 11 �2 1 1 �Q - I IV- (909) 785-5122 * FAX (909) 785-5180 " PIPE & TAG MARI(ED COUNTY IN CAP VIELL MON. SC.KDULE A COORD. 23-C-39 i 1HE PWATE ENCINEER WNING THESE PLANS IS RESPONSIBLE FOR - Q5 i w rn 11 B 7 - � SHM 3 OF 5 � ASUM ME AMIRACY AND ACCEPTAKJTY OF W DESM HEREON. , ir_ 330W I :40 -d-A I .. W- 140. 2501 :0 ELEV.- 1425.301 11 * Exp. 6/30/03 Irmww-----"w , ,-i. p /do * Exp. 12/31 0 FOR I IN IHE EVENT OF DISAIIEPANCIES ANK AFU COUNTY APPIVAL * . * , BY.. R.C.E. W 2�Rl 7 � NEWPORT D / 17 , � OR DURING CONSM)CTION, THE PIRI'VATE ENOWEER S14ALL BE & . K.FACED A.,d%bMA,N A DATE 01A . * ". 12131/05) 1 - MARK I BY - DATE I APPIR. DATE ZrAl VIA Ac'm I , - 'SCALE: 912 --- - - - � 7 _ � tx'ty - _04ER I- , 9 , , - - I _ _ __ - - - I - � - , , - - '' - - - - 3� -1_41;__ _ -=-,!--- - - I I - "CAAW MJQ I - _Z_ - I I I I RE"SWE FOR DIETERWOC AN ACCEPTABLE SOLU11ON AND - A&&,!!Sj -, i_ 4�A :; lvl�_ 'I . IA.,Z_�M,s .11 I A - FOR: W.O. REOW M PLANS FOR APMKW BY IW COUNTY IEWASNEER I REVIS�ONS c Ty OF OMMEND'ED - DATE w- rALW ..�, ,, 5;;��ftiw_: I H: 1p-40' V: 1*=4' - SO. C& LAW W"Godws we I 3FKluETwQ. &I?$ I lz�; I � I � - I R-ICH-ARD A,, SCIXNN-1 I . - I I JN571/571 OffsiteSewerlDWG/l 0-02-03/S:40 I I . I - - - - - ___ ___ - _____- . __ - __ __ __ - , - __ - __ ___ _____ - __ _____ - --__ ___ _______ ____ __ __ - , -__ - __ . I . . -j--- ------ ........ ... 4 -4-- t 4 4 t ---------- ............ 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IDP z 0 opf 425=- T 19 E-Z S F7 ris R/W EMST, 21" U&M WMER PM D-1337 25 5 EX. 3r Rk. STM ME 4 VMT 142-5.2 5 STA. 74+74.03 EMST. 21r EL". EAMM W.H. NO.4 i PER SB-30 Sm SEWR DUAL 4 SEKR 23' S'LY OIF t x 1424.8 x NOM SEWR WJN IS LOCATED 23' SlY OF IN x 1424.8 mm Pw C-sm 1425.2 y ON" TO AV= PAVEMENT REWYAL AND CLOSURE CL 150 23' SY OF Ck EAST. 01"Y TO FAIN FIELD OF DOMM LANES. ALSO MS SEVER MOO 5 IEMPWORY SEWIER APPMMD BY: NQTF�- UNTIL PROPERTY TO THE SMTH IS DEMELOPED. EAS 4 AL WATER ELMSTRICT CONTRACTOR TO PROMM ACCESS x DEVULOPER kd& L !4�1 FOR EMSTING DMWWAY DMNG CML EMWG OF SUMMSIONS I)ATE CONSTRUCnON 1141TAL DATE SCALE: 1 40' ND MANA EL 'wEN"", INC. PrAACT ENG. P RT ROAD r 0 20, 40, Ws 120' 160' 1676 WALAW CANY(M ROAD Li CA "M7 909) 24-6-1100 * FAX: (M) 2"-1104 MR. 1.D. 13 &&l SEAL-COUNTY SEAL-EW,604EER 904CHMAIM S.A. �3/41 WOW CONTAWED WITHM THESE PLANS couwff (w ommm E N I ME&I IN TRACT 2*9A 8 3 7 IP 020074 W.0. 10-040 I LL NOT CO1dM1ENc[: UNTIL M ES ans E 40011T PEMOT ANDiiiii A TRANSPORTATM DEPAMENT 11651 STEMLNG AVENUE SUITE E MV. CO. 11M. M-14-63 IN 1HE 1EE MMME010N COUNTY OF ORkIVERSIDE ..A o^ (11F MEMPT RD. A LWNBUIGER RD. A 1* 1 C.O. G-RADING MEOW FOS MY-74 MUKD. ey. WERSIDOE, CALIFORW 92503 IMN pw TAG Man MIMTY M CAP WELL MON. mAm 85-5180 COORID. 23-C-39 ME MM11E MMKM MM MIE KM 9 K"ME FINt limig SEWER MO PWILE SHM 3 OF 5 AMM X ADMI1119Y AW AIMPTOMW OF X � M". 33M No. 29#17 ELEV.- 1425.301 Emp. 6/30/03 M X EW OF 053FPNWS AM= AFIR coo" WILIP -M * Emp. 12/31/v5 f rwr SITE) A. 4L*WA N &C.E. "a zmz NEWPORT ROAD ill' —molt. jd,4.2 OR BUMG COMSMXIWK 1HE PMA11E DIONEER 3MLL BE DATE mo moww my DATE DATE K"Mf FM DEWMINC M ACCEPTA11ILE SCILUMN My x "a fa vmw rf x 0"Ty REN4SK)M of OF W.O. COUNW DATE w V_ 10=4' 90. CAL LAW FU MO. RECOMMENDED JN571/571 OffsiteSewerlDWG/l 0-02-03/S:40 7 03 ....... J j1- ------------ a: pry A- A C;Q.�: T, -W_ kif t F. A 7T7, A j FIF "IF Arift 4 ---- ---- 4LA �-.L _ .m� Rot fun& jm� 4� _V* X 7 4 4- t E M-9 MIR 4%jw1w I _T_ AF �:,U A ax jai! t _4 4:0 t 1w i�,m 6 4 J A + L ........... 4- 4 7 j ---------- I Y _44 CE G� j + ir ---------- 7--T 77"T -1- K" 4- 4 j J __- -- -1 . . ; -3, -- -:-_T- A v 7 `44 ---------- -MA .�Lt_4 F t 4 7t-7-j,7 ------ _j- F an-�IFi 4 06" A, A, .................. -1 71 2", r 'A 4=4- ------------ ------ J. PR LE SCALES +00 Ur 1 87+uv 00 w 89+0,01 90+00 HORIZ. 1 =40 17 VERT. 1"=4' PROPOSED ONSITE 8" SEWER 81 +00 82+00 83+00 84+00 85+00 t WT. 87+M.% NEVFMT ROAD 22 PER TRACT 29837, D-25868 CURVE DATA =10+K40 LMOD40M A�p x 1425 DELTA RADUS LENGTH TANGENT x 1425.J -------------- 0 C14 v- x 1425.6 x 1426.9 9 4�6. 23*05'48" 606.00' 244.29' 123.83' 1425.J Y i dL ........... 0 R/W R LLJ /W + EAST.,2r OAK I A") TANGENT DATA 00 x 1424.J x 1424.8 x 1424,5 4r NEWPM BEARING DISTANCE 1425 1FIF FIER SI-56 Ld -T- T- 51- Li N*N11' EXtST. 36m CML&C WATER PER D-15153 N00-31'1 6"E 49.78' SHELF _'�76- GAS 6- 6 GAS *28'44*W 82+00 31 425.4 N89 ASPH 4 26 2 PAM I x 1426 3 - - ASPH 441 x STA. 87+19.34 REMOVE PLUG AND' ww JOIN 8' SEVIIIER PER LLI 84+00 (2)-e FORCE)AM PER z 11RAIM U- Imp W3 D-25868 pn . -A NUM Ez- 77�1!1;y,:I�cl, 7p__ I-1b, v LA. r SHELF x "'T EXIST 20' EMWD EASEMENT CON'RACTOR TO PWRE EIM 4f� STA. 84+15.24 nV16 400.92 EAST. 21" CMLkC WATER PIER D-1338 111TH STOP GATE DETAIL PRO DIIIST. 21m CMLbC WAIR PER D-1337 Ili- (2)-9T ELL. v EXIST. R/W x N8928'48"W TO CONSIRUC111ON 84+3.77 FS E. EASEMENT 0-7."p- 106.5 BOT. 21`1111M _4 1415.0 TOP ' �;lTA. FU R/T MAW.' STA. 4- EVU la�l ��/ _�4_ �: STA. 80+01.45 BACK DUAL 4" SEWER FORCE i&1Z L_j SCE =STA. 61+02.84 AHEAD PER TRACT 29637, D-25ffig j��TRANSFORME END FORCE MM- RICO CONIRACTOR TO INSTA[i PLUG MAIN 23' S'LY OF 4-1 �:! I =STWEET STA. 87+12.14 NEWPORT ROAD d-k 41 AT 10" OUTLET PER EMW STA. 84+85.25____!�L4 TA, 84+90.25 STA. 58+59.95 t M.H. NO. 8 STANDARDS Mr. PLUG 11ET VELL 1417.5 DOT. 21' WA R x 424. NE"T I SENvi- Al 1412.2 TOP Bw SEWER SHELF DOUBLE 10' LIFT STATION IPLANS I z A FOR TRACT 2�37 ---- --MOTOR WIDE GATE STA. U+51.67 LONTROLS 67' ON SEVIER M.H. NO. 7 NOTE: SEWER MAIN IS LOCATED 23- S-LY OF IN ORDER TO AVOID PAVEMENT REMOVAL AND CLOSURE i OF DRIWC LANES. ALSO TKS SEVIER MAIN IS TEMPORARY STA. 84+25.25 EMERG Y UNTIL PROPERTY TO THE SOUTH IS DEVELOPED. 1=1 GE GE TOR STA. 34+11& M,H, NO ., 6 DETAIL t M.H. NO. 5 W,D, TO E.M. ?NMT.H "NOi 6 AT - 10" SEWER SEE' 8" SEWER NOT TO SCALE " 0 EMICAL S RAGE 6' NVLY OF Ii- 0 S=-0.0040 EMER0iCY BYPASS MANIHOLE N*6644'59*W 10.00 SEWER APPROVED BY: 4!-Cr ID. USE 3r MANHOLE DOUBLE 10' (1A11.05 kv WDE CATES CDVER NTH 2e INSSUT tT m EASTERN MUNICIPAL WATER DISTRICT I's,MT%jlW. PILE L'01 I Ad DEYELOPER: PRO\ADF 6' HIGH PLOCK D , -CIVIL -ENGINEER OF SLXMWSIONS 1JkTI1( PER E.M,W.D. STU.S FUTURE R/V OUTHERN CALIFORNIA INITIAL DATE PLEASE: SEE NEWORT ROAD ND MANAGEMENT, INC. MWACT EM. SEWAGE LIFT STATION PLANS SCALE: 1 40 31676 RAJLROAD CANYON ROAD APMVALS WnKcnm FOR TRACT 29837 FOR SITE cNam-rim PLAN AND LIFT STATION DETAILS r CANYON LAKE, CA 92587 WIFIR. mas no (909) 246-1100 * FAX: (909) 246-1104 FUTURE R/W-,44 0 20' 40' go. 20' 160, I.D. 13 & U SEAL-COUNTY or w4utm SEAL-ENGNEER 1kT 14C TRACT 29837 IP 020 S.A. 33/41 CSL ]N.N91NEERING, INC* WORK CONTAINED WITHIN THESE PLANS c W.O. 10-040 4TIL AN E:S 16vrrc-a - SHALL NOT COWAIENCE Ut TRMSPMTAT*N DEPARTMENT RIV. CO. B.M. M-14-63 IN TK TEE INTERSECTION ENCROACHMENT Kftff ANO/OR A op ,< 6p"' ' n. S 'K 11651 STERLING AVENUE, SUITE E COUNTY OF RIVERSIDE C.O. 1w OF NEVMT RD. & LNXNBERM RD. A 1 m APPROVED BY- Z�/ v GRADONG PERWIT HAS BEEN ISSLMED. RIVERSIDE, CALIFORNIA 92503 IRON PIPE & TAG MAWED 0"TY N CAP VIELL MON. WAKKU nAn 11HE RM1E EMMOR 9=6 MSE 11LANS IS RESPONSKE FOR (909) 785-5122 FAX (909) 785-5180 COORD. 23-C-39 rn 2 - SHEET 4 Of 5 AMON X AMMACY AM AMEPTMUTY OF X M30 NEIIEQN. 339w ;:0 1&/00 7/0 if No. 25017 ELEV.- 1425.301 FOR IN THE EWNT OF 111IMPONS AIRM 90 COWTY NfROVAL Exp_ 6/130/06 K D A. N Emp. 12/31/05 w R.C.E. MM 117 NEWPORT ROAD (OfFSITE) OR "ANG CONSMI)CTION, TK PRIVATE DOWER NALL BE DATE tp 0 v c V1 (E)F. T2/31/m) MARK BY DATE APPIR. DATE SCALE: y RE"Mf FOR DE11ENOW AN ACCEPTABLE SOLUIM AM AE"C 11HE KANS FOR APMKW BY 1w CIxmTy ENG#NEER ' R"SIONS OF 94 FOR: W.O. DATE SO. CAL iAW M"01", rc"m ECnj04F H: lv=40' V: lm=4' FILE NO JN571/571 0ffs1teSewer;DWG/1 0-02-03/S:40 TRACT 29837 o / PROPOSED ONSITE 8" SEWER o 22 PER TRACT 29837, D-25868 INT. 87+00.56 NEWPORT ROAD =10+00.00 LINDENBERGER ROAD W o r m - CL: W Z ww ui -m-- Oc ,p 50' 30 35' W STA. 89+01.45 BACK R/W - D 25868 - - — — - / = 87+1214 NEWPORT RT ROAD E 0 M - 0 STREET STA w - Z M.H. NO 8 LOT 319 _ EXIST 36 CML&C WATER PER D-15153 v _ _....... _ _-__ ___-- __ __.__ r._ f. -- _. .- - -- f f, .> iPra APPLY ERMOPLASTIC "STOP" LEGEND M - 83+00 85+00 " AND 12�STOP BAR PER CALTRANS STD. -� PLANS NO. A24D AND A24E „ r 84+00 86 ,v + + F 00 ,�?� g d- ` - N41'36 04 `10��`' ti N SIGN �1'` �� 88+00 •-. ADJUST FH & ,S � N, ION 4�x4'�POST�VALVE TO FINISH �. EXIST. R W --__-_- _- h _- r / _ `�` - - y CD ------____. - _ --__ _ ADEvTO DRAIN = 5`ti�h 1 F EXIST 20 EMWD EASEMENT ADJUST VALVE COVER -` I k0� fO f , fIfSHH GRADS _ EXIST 20' EMWD ? _ EXIST. - EASEMENT ! Y , �. R^/W `'' INSTA W53 T T,�iROUGH « I.c� •�,9 `3�� o � x Ni N8928 48 W n w �u STREE SIGN 0 4 POST �' v _- � 400.92 �,4 I FC ,.. t N F Nf wr E, - _ CS �C N ,. �,• _ 'R W PER s � FG _ - �� ?S9yp STA 88+5167 I STRUMENT NO. �, F NN DATE: t�\0 � SEWER M.H NO- e. G� STA. 84+90.25 F� G� / \55� R-68.00 PLO / 18.82' TEMP. PLUG T_ ry_ V ,•1\ V 4 - .. N. - 32.10 y� FS F� 31.24 FS 9# ol 8" SEWER R/W PER. + . F� STA. 84+95.25 N 6' NW'LY OF STA 841668 INSTRUMENT NO. ON SEWER a ______, _, _, _.__ EASEMENT ON SEWER DATE: = -- TO E.M.W.D. M.H. N0. 6 M.H. NO. 5 ,' •2$'� � - _ INSTALL TEMP. PLUS FOR 10" SEWER ' ==� �9, FUTURE OUTLET INSIDE M.H. _ .: i ° • ?� AND GUTTERS yC. . G• Ite . � F SEWER R/W R/W 86' m. _sNOti / S 0 S=-0.0040 S � ___._--_-. O• 30.74 �0 Y� bS• FS97 I 8� 6' 6' 8' r _ N j FS 1 1 • 9 _ 130-68 36+10.93 ACCESS ROAD 2:/ ~� 2% _ 1 M FS 30.79 �i CL INT. I MAx. - 2% 2 F FS r 8�S,7RNFS 2.1 - TYPICAL STREET SECTION FUTURE /RW NOT TO SCALE - 4 _ FUTURE STREET T.I.-6.5 ASSUMED R VALUE-30 Ile 4_% u F �. 30.78 \ FS SCALE: 1" = 20' OWNER / DEVELOPER: R/W PER INSTRUMENT NO. / \ 0 10 20 40' 60' 80, SOUTHERN CALIFORNIA DATE: LAND MANAGEMENT, INC. INSTALL BARRICADE 31676 RAILROAD CANYON ROAD PER RIV. CO. STD. 810 CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 I.D. 13 & U-1 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: S.A. 33/41 COUNTY OF RIVERSIDE CSL ENGINEERING INC . TRACT 29837 IP 020074 SHALL NOT COMMENCE UNTIL AN QROFESS/p OFESS/p COUNTY OF RIVERSIDE W.O. 10-040 ENCROACHMENT PERMIT AND/OR A �O A o N� TRANSPORTATION DEPARTMENT � Q o s N� RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION q O A. q 11651 STERLING AVENUE SUITE E GRADING PERMIT HAS BEEN ISSUED. �� Ty F P� ci F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" C.O. <v APPROVED BY: (909) 785-5122 * FAX (909) 785-5180 COORD. 23-C-39 �; s� �2 c, �; � by c, IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r C.Drn ACCESS ROAD SHEET 5 OF 5 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 Z /� /O No. 25917 ' _2 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * !! * Exp. 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE col- K A. AN ATE s PRE ARED BY: R.C.E. N0. 25917 OFFSITE SEWER D-26464 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T�. CIVIC C\\P •� 1� 4 qT�, CIVIL O��Q S' EXP.Z 1/01 O!1 SCALE: REVISING THE PLANS FOR APPROVAL 6Y THE COUNTY. REVISIONS OF' cm-W OF CAOIC ATE: FOR: W.O. COUNTY ENGINEER COUNTY ECOMME ED DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' S0. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 Off siteSewer5.DWG/02-10-04/S:20 r ; TRACT 29837 j s l / / PRaDOSED ONSITE Ir SEVER NIT. iI7 N T I 1 PER TRACT 7, D- 4 x. %425.3 I i [ 1SP ! i x 1425 5 ; 12 re ,K x x 26.4 4--.. 1426.9 i 56 -� 1425.3 1 / LIJ W EXIST. 27" CML&C WATERLINE PER D-15153 / STA. >49+01.45 BACK �2 - - I - R/W / / =STA. Fit+02.64 AHEAD PER TRACT 2+ 37, D-26 I � - - � ,l =STREET STA. 67+12.14 NEWPORT ROAD I I I `` ( M.H. NO. 6 x 1424.5 B . x 1424.8 I 5z � 1425 o c; TO F N L., x ?424, 1425 3 GAS { ` EXIST. 36" C14LdcC WATER PER D-15153 _ -~�. x 2 cn NEWPORT ROADEDGE M��€ � n � ��'' '� TENT OF AC PAVEMENT / �_ 6 GAS A1xPLY "�' "' AS P H 6.3+00 6 GAS x q 4' 5 PER TRACT 29837 An 1 n �-- +00 N5+00 � ASI=H N89'28'44"W PLAN Na A x 6.2 h141'36'04" (2)-4 t ORCEMAIN PER _ --- _ DRAWING D-___ f �� AST Flit n `` T I I i i7+ N ST STA I .1'` 89+00 . WILD TO FN I ON 4 xC PP Lo i ? I �� x _ N8?•2t3 441J x x x x EXST. R/W PP 1 x - EX. F.H. _ t t 32,4 j I ,��, I '` __- __ TO DRAIN I � ' - - - - r F I EXIST 20 EMWID EASEMENT - I _ AMT EXIST. 21' CML&C- I / -® a EINST 20' EMMID WATER PER D-1337 STA. 84+15.24 1' EXIST. 21" CML C r -EXIST. 21" CML&C WATER PER D--1337 EASEMENT _ I - M-904 ELL, r EXIST. R/ T �, t rPER 1 I ,�'�, WA ER PER D-1331 I �' '�G'x _XI �1sr CI A: ' j_1335 ` � I 400.92 142� �° �F T 34-10 �,- �" ' 1425.4 I FS T 2b'l ,; 'STA, 84+26,77 f 3 - , 16 a ; .-sa N i v tl. is ��Si n�`� 0.7% 4, 80�, 2? WATER I 1' f �j I I f� � . 1415.0 TOP 4" SEWER i # 10 I ' # 3 IrI® � j STA. 84+62.2 7 � R/W PER / � � F� F��p STA. 86+51.67 o �' �___ J SCE I END FORCE MAIN CONSTRUC710N . NISI" MERIT NO. C TRANSFORMER DATE: ,,� ON S£MER I ? 32.66 :1 5 FS r= 2 ' M.H. N0. 7 STA, 84+85.25 Qg ---�►{ �,, / j , ;{�= STA. 54+90.25 `�~ �t_ 1 � '' R- t:�' WET WELL PER V_ .77 NEWPORT ROAD SEWAGE I - - - - 5' TEMP. PLUGIv `� T= t2' LIFT STATION PLANS j - 10' s r•S� �`�� 'r / / FOR TRACT 29837 I n I 33.29 DOUBLE 10g / Rim WIDE GATES MOTOR I CONTROLS 67' I 32.10 3�� / �. FS 31.24 I � , 3 I I �0� j g EMERGENCY 101 GENERATOR / 8' SEVER R 6' N1`LY OF STA. 84+95.25 ' STA. 54+16.i8 '�2 F� , �� N T 110. ON SEWP EASEMENT ON SEVER 2� � DATE: M.H. NO. 5 TO E.M.W.D. M.H. 10. 6 INISTALL TEMP. PLUM � s / FOR 1O SEWER , 0CHEMICAL > >�, / FUAw an OUTLET kS1DE M.H. ¢- 10 STORAGE ?off AND GUTTER 33,55 FS 30 R/W R/W / FS / 10 SEWER EMERGENCY BYPASS MANHOLE \ �' 1w / 0 S=-0.004+0 n n DOUBLE 10' FS / O• 3L174 - 4'-0 ID. USE 36 MANHOLE COVER WITH 24" INSERT WIDE GATES �T S FS I >3' 16' 16' $' %f a 30.68 36+10.93 ACCESS J A � 31.11 FS 30.79 �i IMT. I 2' K - 2:1 I / \ - fS FS _ PROVIDE 6' HIGH BLOCKWALL Vv FU' R/W PER E.M.W.D. STD.'S NOT TO SCALE �,�� FUTURE STREET PLEASE SEE NEWPORT ROADc_j- � , � T.I.=6.5 ASSUMED R-VALUE=30 SEWAGE LIFT STATION PLANS FOR TRACT 29837 FOR SITE -- PLAN AND LIFT STATION DETAILS / F SCALE: 1" = 20' - / _-_ R/W PER _ MAWNT NO. / \ 0 10' 20' 40' 60' 80, OUTHERN --' SFr r I E: �r DATE GEME l x C. WTALL RmwxADE 31676, RAILROAD CANYON ROAD PER RIV. CO. STD. 810 CANYON LAKE, CA 92587 (WS) 246-1100 FAX: ( ,. ) 246-1104 I.D. 13 & U-1 • SEAL-COUNTY couffff OF SEAL-ENGINEER OL � � _: � 4CRMA►RK: T��T 2 �� I � ��7� S.A. 33/41 WOFW CONTAINED WITF- THESE PLANS NOT C MICE UNTIL AN ES �ES ,. __ _ _._ _ -- - W.O. 10-040 TRANSPORTAT1 DEPARTMENT n 4 C n 1�fi PERMIT ADD/OR A �k9 A 0r �, �® 11651 STERLIIN AVER, SUITE E . CO. M.M. M-14-63 IN THE TEE INTERSECTION Id COUNTY OF RIVERSIDE PE T HAS BEEN ISSUED. 4, � BY: �� < R' R%DE, CALL . 92503 OF ME WORT R©. t LM�DIE �. A 1 C.O. IM WE t TAG MAIKM COUNTY IN CAP WELL MON. A„ ( ) 7�5-5122 FAx ( ) 7>!M5--51� N coORD. 23-c-39 W NM1E OMM 9=16 WK MJW tS FOR W '� ACCESS ROAD 3 r�ao. a9i # f 5 C ASM 1NE AM T1' OF 1�IE � ��/'J►� � � ELEV.= 1425.301 FOR IN EDIT Of TEE ME / /� * A AN TE Ems. i /��/cam ,� Br: R.C.E. - - 1 OFFSITE SEWER -26 BY DATE APPR. D,AT� l! lVlk 0 CIVt . 12 FOR DE -AWN PTARf U . ` SCALE: FOR: W.O. Emw � P�LAIrIS FOR 1�IE TY. �K�N� � � �� CAl � lE: Z"l D- 04� 1"=40' 1'=4' EtoIG4 EER C ECOA IIwIE D DATE H• V• SO. CAI. LAW , 1K. FEE NO. JN571/571 Off siteSewer5.DWG/02-10-04/S:20 i I � GENERAL NOTES: Ak PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING, CHAPTER 33, AS AMENDED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON BY ORDINANCE 457. GRAND AVE. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO Q 2' VARIES OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE COMMENCEMENT OF ANY CONSTRUCTION GRADING. RO J G 9H G 0 AD 9 ON G THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ry PROPERTY LINE THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT SIMPSON RD. 0- PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT o ^ OR STRUCTURES. PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. o FOR N g a_ 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. r o O Z CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PAD ELEVATION 0-1 N g CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN (PER PLAN) v 0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF o CLEARED OF WEED, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. RAC 2983 / 0 w PAD ELEVATION CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; of Li6. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. r'� r✓\ r�r✓ ,�, T T \\\\-%\ ��I\27 0 0 PER PLAN) THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL s J��r J ��r G � _�� WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE X\ w - - - - - - TENTH 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY � m NOTE: WHERE DIFFERENCE \\W \\\\= AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. FF SALT C w BETWEEN PADS IS 1' OR REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Z o LESS, NO SLOPE IS SECTION A-A THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 9� J � 53' 53' REQUIRED OR SHOWN. OWN. REAR AND SIDE YARD SLOPE DETAIL FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO SLOPES OVER 5' HIGH. w w 3 CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND NEWPORT ROAD U U � 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOW, PROJECT o �J U_ `` NO SCALE RESOLVED. ALONG THE TOP OF CUT SLOPES. 1 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR SITE cn 20' 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR CD w 33' 33' 20' w 45 45 LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE 23' a PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' VICINITY MAP m m if l "PLANS". m PAD ELEV. 3' 30' 30' 3' PAD ELEV. O► of � FROM THE TOP OF CUT OR FILL SLOPES. NOT TO SCALE i ' > > i GUTTER �� 12 U 33 33 U 12 TEMPORARY EROSION CONTROL NOTES. 11. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE THOMAS BROS. GUIDE MAP, 2001 EDITION 5' 1 15' 5' PERMITTED." PAGE 868, GRID H2 & J2 z -- -T.C_rEL_ _LINE --__- _ 1. TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED FOR GRADING OPERATIONS 14.5 00 14.5" PAD ELEV. 3' 30' 30' 3' PAD ELEV. 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO , CURB & SCHEDULED FROM OCTOBER 15 TO APRIL 15. APPROVED TEMPORARY EROSION CONTROL FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND GUTTER EAR& ' PLANS ARE REQUIRED FOR GRADING PROJECTS INVOLVING MORE THAN 4 STRUCTURES, OR TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES 3.5" VERTICAL CUT WHEN DEEMED NECESSARY BY THE BUILDING OFFICIAL. VERTICAL CUT _ __T._C. EV_E_L_LIN_E ___ DURING GRADING OPERATIONS. TYPICAL ROl1C#i MADE SECTION 12 5" -T - � _--- 12.5" 2. IN CASE OF EMERGENCY, CALL BRIAN MERRIT OF SOUTHERN CALIFORNIA LAND NOTE: FOR CLARIFICATION PURPOSES 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 1/2" CLEAR LAKE LANE, PLEASANT VIEW LANE MEDIAN CURBS HAVE NOT BEEN MANAGEMENT, INC. AT (909) 246-1100--OR (909) 263-3399 24 HR. PHONE NUMBER. PER FOOT FOR A MINIMUM OF 3 FEET. 1 BAG HIGH GRAVELBAG GROIN ALONG PERIMETER 3.5" 3. THE TEMPORARY EROSION CONTROL PLAN IS TO BE PREPARED, "WET SIGNED", AND OF LOCAL DEPRESSION AND ON TOP OF CURB SHOWN ON THIS DETAIL. TYPICAL ROUGH C*VOE SECTION DATED BY A REGISTERED CIVIL ENGINEER. 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL ANGLER AVENUE (ENTRY STREET) NOTE: FOR CLARIFICATION PURPOSES 4. THE PROJECT SUPERINTENDENT SHALL SUPERVISE THE EROSION CONTROL WORK AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND i MEDIAN CURBS HAVE NOT BEEN VERIFY TO THE DEPARTMENT OR BUILDING AND SAFETY THAT THE WORK WAS COMPLETED IN N INSPECTION. DIRECTION SHOWN ON THIS DETAIL. ACCORDANCE WITH THE APPROVED TEMPORARY EROSION CONTROL PLAN. OF FL W I DIRECTION OF FLOW 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 t96 197 198 199 200 317 29L289 288 287 286 285 322 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE DURING 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH CURB FACE LOT 318 321 211 283 282 281 280 279 278 45 THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND SHALL BE ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING (NOT A PART OF 277 LEGEND: STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO - THIS GRADING PLAN) ��\ 44 COTTONWOOD COVE DRIVE TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EXCEED 20 ON CENTER OR SHRUBS NOT TO EXCEED 10 ON CENTER, OR A COMBINATION 3 276 0 OF SHRUBS AND TREES NOT TO EXCEED 15' ON CENTER IN ADDITION TO A GRASS MIX OR EDGE SS LOCAL EDGE SS LOCAL vim'a 43 161 201 Q F.G.--------FINISH GRADE ELEVATION DEPRESSION DEPRESSION c� 179 178 177 176 175 174 173 172 6. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DESIGN GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH p o� 42 180 171 170 169 168 167 166 195 164 163 162 202 29t 292 293 294 295 296 275 or ENGINEER AND THE BUILDING OFFICIAL. AN IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4', MAY BE Qc,� 77 297 F.L.--------FLOW LINE ELEVATION 1 BAG HIGH GRAVELBAG GROIN IN � 41 230 to 7. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE FRONT OF CATCH BASIN OPENING ��' '� 203 274 O USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE Qo ~ 40 FOP/ 147 148 149 150 151 152 153 154 158 159 160 315 299 298 0 F.S.--------FINISH SURFACE ELEVATION EACH WORKING DAY WHEN RAIN IS PREDICTED. �� rB 146 155 156 157 231 229 204 301 300 273 Ix 8. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10. CATCH BASIN GRAVELBAG PLACEMENT DETAIL �?Q 39 4y 7e 302 m Q 6 O 232 228 H.P.--------HIGH POINT ELEVATION SILT FENCES, AND DESILTING BASINS, ETC. 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SUMP CATCH BASIN J��Q 38 47 ��` NOR STREET !y 205 AVENUE PRELIMINARY SOILS INVESTIGATION BY T.H.E. SOILS CO., W.O. NO. 133903.00 DATED N.T.S. �o 37 ,<v 48 76 F 145 144 233 Y27 yi 206 ANGLER T.C.--------TOP OF CURB ELEVATION 9• AT THE CONCLUSION OF EACH WORKING DAY, GRADED AREAS AROUND THE PROJECT 3 29 00. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE � � 75 79 143 142 136 135 234 226 S,� PERIMETER SHALL DRAIN AWAY FROM THE FACE OF SLOPES. / / 36 49 141 140 139 138 137 207 305 272 BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN O 313 314 304 D T.F.--------TOP OF FOOTING ELEVATION 10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS EXTEND GRAVELBAGS EITHER BACK OR SIDEWAYS 225 �y 208 303 271 TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARD- RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 35 � 50 74 r TO THE LOCATION WHERE EXISTING GRADE IS O OUS SITUATION. WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. 34 � 51 73 134 � 236 224 0 209 306 ; C ABOVE SWALE GRADE, THEREBY PROVIDING Q O 270 T.G.--------TOP OF GRATE ELEVATION 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST CHANNELING TO SAND BAG GROIN 321 33 022 52 72 Q 80 133 '9� 237 223 210 Z 11. DESILTING BASINS ARE TO BE CONSTRUCTED AS THE GRADING OF INDIVIDUAL GRADED BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. NOTE: IN RARE OCCASIONS WHERE Q 32 �� 53 71 81 132 238 222 If 211 307 269 T.W.--------TOP OF WALL ELEVATION AREAS ARE COMPLETED PER THE ROUGH GRADING PLANS. PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED SIDEWALK IS INSTALLED, GROIN OVERFLOW O 31 �. Q- 82 t� 308 268 12. THE BUILDING OFFICIAL RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO BE INSTALLED AT BACK OF WALK � 54 70 ,`<v 131 �L 239 221 212 r*� C.B.--------CATCH BASIN TO THE TEMPORARY EROSION CONTROL PLAN AS DEEMED NECESSARY. PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL. 30 55 69 Q' 83 � � 84 130 � 24p 220 309mi 267 323 R/W--------RIGHT-OF-WAY FUTURE IMPROVEMENTS 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS r-r-- 0 Zg 56 68 � 241 219 310 CENTERLINE BY OTHERS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO - J SWALE GRADE c� J 85 129 F 266 0 -----DIRECTION OF FLOW Q 33' 30' SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1' DEEP. - _ m 28 57 67 0V 86 128 242 218 0 DCW--------DEPTH OF CUTOFF WALL i (TO BE USED AFTER CURB & GUTTER IS IN, SWALES Z 27 58 66 127 243 217 264 265 TBH--------TOP OF BULKHEAD R/yy 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'. ARE CUT, AND DURING HOME CONSTRUCTION) w 87 59 65 126 244 216 263 � R/W SS-D SECTION SS-D z 26 88 c� 1 , 20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE N.T.S. J 125 245 215 262 17' 11 22' 12.5' 3' VARIES BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GUTTER 25 64 89 311 m 2' 15' 10 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING LOT "D" 24 312 115 124 246 214 261 INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE CURB FACE 61 62 63 gp 91 92 93 94 95 96 97 98 99 10 1101 102 103 104 105 116 117 t 18 121 122 248 249 213 i �c 19 119 120 123 247 LINE, GRADE, ELEVATION, AND LOCATION OF CUT/FILL SLOPES. 23 PAD 2�° MIN x ' 3' 21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION BACK OF CURB OR 22 LAKESHORE LANE LAKESHORE LANE 316 GuTRTBER OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE BACK OF SIDEWALK 1 BAG HIGH T.C. LEVEL LINE -_--- REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. GRAVELBAG SWALE 21 20 19 18 t7 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 114 113 112 111 110 106 250 251 252 253 254 255 256 257 258 259 260 145" S N IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 320 109 108 107 18� Pp ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. O9y�ch'TExIST. GROUND 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE 3' 3' SWALE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL OLD NEWPORT ROAD 319 324 323 r �� TYPICAL ROUGH GRADE SECTION CLEAR OLD NEWPORT ROAD GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS �SS-D " LAKE LANE PLEASANT OLD NEWPORT ROAD "ENGINEERED GRADING". SCALE: 1 = 200 VIEW LANE N.T.S. (TO BE USED AFTER CURB & GUTTER IS IN, SWALES 23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT ARE CUT, AND DURING HOME CONSTRUCTION) ,-CENTERLINE STREET SIDEYARDS LEAST 24 HOURS IN ADVANCE, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GRAVELBAG SWALE DETAIL 0 100' 200' 400' 600' 800' INDEX MAP I 50' FUTURE IMPROVEMENTS ROUGH GRADE 22' 22' THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION BY OTHERS PAD LINE 5' FOR EACH LOT. N.T.S. Y Q Q 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING, SPACING OF ROWS OF GRAVELBAGS: �i v � ? 5 AT 1-800-227-2600. LOTS 1-33, 53-71, 81-105 - SEE SHEET 2 2' 10, 12 38' 4' " 18, 18 U 4' ROUGH GRADE SLOPE OF STREET PAVED STREET UNPAVED STREET PAD LINE 25. COMPACTION: ALL FILL SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 90% 8% TO 10% 50' 35' - 3 COURSES 18" HIGH LOTS 34-53, 71-81, 138-155, 168-194 15 PAD 8� � 8 PAD OF THE MAXIMUM AS DETERMINED BY A.S.T.M. STANDARD NO. D-1556-58T. 6% TO 8% 75 50 & 313 - SEE SHEET 3 i 14' ta' 1 4% TO 6% 100' 1 HIGH 75' 1' HIGH LOTS 133-138, 156-168, 195-210, 223-237, T� ,� cx 1 3' 35' EXIST. GROUND 26. ELEVATIONS BETWEEN SIDE YARDS SHALL BE A MINIMUM OF 0.3' HIGHER THAN YARD LESS THAN 4% 100' 100' //��yy 269-307, 314-315 & 317 - SEE SHEET 4 CURB & CURB & 4 4 GUTTER SWALE ELEVATIONS. ) GUTTER VERTICAL CUT LOTS 106-131, 211-222, 238-268, 308-310 T.C. LEVEL LINE GUTTER VERTICAL CUT 27. TOPOGRAPHY: THE TOPOGRAPHY SHOWN ON THESE PLANS WAS PROVIDED TO CSL 50' INTERVALS 1/2 312 & 316 - SEE SHEET 5 �oQ�`' 14.5° _N 1251 - _ T.C. LEVEL LINE -_ _ 12 5 ENGINEERING BY SOUTHERN CALIFORNIA LAND MANAGEMENT, INC. CSL ENGINEERING INTERVALS R W FOR LAKE GRADING - SEE SHEET 6 ti N o N.T.S. C ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID TOPOGRAPHY SHOWN. - - - - - - - - PAD 7 5" C.B. 28. A PREGRADE MEETING SHALL OCCUR PRIOR TO THE MOVEMENT OF DIRT IN THE FIELD. TYPICAL ROUGH GRADE SECTION 7.5° THOSE INVITED TO THE PREGRADE MEETING SHALL INCLUDE BUT NOT BE LIMITED CURB FACE •c, BRIGGS ROAD TYPICAL ROUGH GRADE SECTION TO THE COUNTY OF RIVERSIDE BUILDING AND SAFETY DEPARTMENT'S REPRESENTATIVE, DIRECTION STREET SIDEYARDS N.T.S. MERff BAY DRIVE THE SOILS ENGINEER, THE CIVIL ENGINEER, AND THE GRADING CONTRACTOR. _ _ _ �� _ _ OF FLOW _•o _ STREET r� ROUGH GRADE 22' 22' 29. UPON COMPLETION OF GRADING WORK, AN AS-BUILT PLAN SHALL BE PREPARED BY TYPICAL GRAVELBAGGING PAD LINE 5' u STREET FRONTYARDS STREET SIDEYARDS THE CIVIL ENGINEER IN ACCORDANCE WITH THE REQUIREMENTS OF UBC SECTION 3318. AROUND SUMP CATCH BASIN PER DETAIL ABOVE 45' � m m t 2' ROUGH GRADE 24' 24' � AS-CONSTRUCTED LOCATIONS, ELEVATION AND DETAILS OF SUBSURFACE DRAINS SHALL CURB FACE 3 � PAD LINE 5' w W STREET FRONTYARDS BE SHOWN AS REPORTED BY THE SOILS ENGINEER. C.B. .o 4, 18' 18 4, PAD LINE ROUGH GRADE m m 12' Of Underground Service Alert R/W PAD 8' 8 PAD R v 4' " 20' 20' 4° 1 ROUGH GRADE v R INTERVALS PER EARMORK QUANTITIES:* 14 t4 1 PAD LINE Call: TOLL FREE GRAVELBAG SPACING 4' 4' CURB & 5' PAD PAD -800 TABLE ABOVE EARTHWORK VERTICAL CUT GUTTER GUTTER VERTICAL CUT 1 1 227-2600 TYPICAL GRAVELBAGGING AROUND SUMP RAW CUT RAW FILL T.C. LEVEL LINE TWO WORKING DAYS CATCH BASIN PER DETAIL BELOW -- "N -- PAD �� z' GUTTER CURB & RAW 664 345 C.Y. 495 639 C.Y. 1 'E, N.T.S. 17' �� VERTICAL CUT CURB & GUTTER VERTICAL CUT BEFORE YOU DIG 2' WID GRAVEL BAGS S CLEAR TOP BAGS ONLY 11�311�IF 11 �i ? T.C. LEVEL LINE 2' HIGH OWNER / DEVELOPER: T TA 4 4 Y. 4 C.Y.Y. IT SECTION 'C-C' SECTION 'D-D' THE FOR 5'x1' BERM DETAIL SOILS ENGINEER: SOUTHERN CALIFORNIA * AND ARE TO BE PAY S PURPOSES DETERMINE EXIST. 16"-A N.T.S. N.T.S. �� SECTION EXIST. 30" EXIST. 24" T.H.E. SOILS CO. HIS OWN QUANTITIES AND BID A COMPLETE JOB. FOR THE PURPOSES OF NOT TO SCALE GAS LINE GAS LINE GAS LINE LAND MANAGEMENT INC STREET GRAVELBAG PLACEMENT DETAIL L.AKESFIORE LANE WARM SANDS DRIVE coT7oNwooD COVE DRIVE 31750 CENTRAL STREET, SUITE A ESTIMATING, IT HAS BEEN ASSUMED THAT SHRINKAGES ENCOUNTERED AND THE NOTE:THIS DETAIL SHALL BE APPLIED WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD BLUE WATER WAY, NORII-ISFIORE STREET, TYPICAL ROUGH GRADE SECTION WILD 678-CA 9 FAX (909) 678-9769 CANYON LAKE, CA 92587 N.T.S. PLACEMENT OF ANY ADDITIONAL SPOILS ON LOT 318 WILL PROVIDE FOR A BAYVIEW LANE, SALMON STREET, ANGLER AVENUE (CUL-DE-SAC) TO ALL SLOPES STEEPER THAN 4:1 WHISPERWOOD WAY B G R 020246 (909) 246-1100 * FAX: (909) 246-1104 BALANCED SITE. AND OVER 5' IN HEIGHT. NOTE: SEAL-ENGINEER BENCHMARK: TRACT 29 837 I P 020074 WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC . SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A ��P�� A' S�q�F RIVERSIDE, CALIFORNIA U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. � � by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w m ROUGH GRADING P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. p. 2 317 � 1984 ELEV.= 1425.301 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 12/ 1/05 * PREPARED BY: R.C.E. N0. 25917 TITLE SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'� CIVIL �P '' , EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFOF CAS\F �� - DATE: SCALE: AS SHOWN 0 /� L _�,- _,r, . c. s? FOR: SO. CAL. LAND MANAGEMENT W'0' COUNTY Z REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RICHARD A. SCIANNI H V FILE Noc?3/mT JN571/571 rgp1 .DWG/04-1 1 -03/S:200 APPROXIMATE F.G. 1 / `o° _ OWNER DEVELOPER: BASED ON -PRELIMINARY F� /I /;� 3C / r_ \SEE SKEET 3 1 \ / 3TC3 / SOILS ENGINEER: f � 4 5 � � u�der9�0u�d s.rvtr�e AI®rt SOUTHERN CALIFORNIA NEWPORT ROAD DESIGN A ,� / �x / \ ;�� o Call. TOLL FREE T.H.E. SOILS CO. a �r��3�•f� / p� Ic. Pr\D� 6,7 PADJ,34,3 / 6 / / 1 -800 LAND MANAGEMENT INC. x� / \ o \ / 32.0 / \ 31750 CENTRAL STREET, SUITE A � 4 /o / \ / ,0 / c �. / 227-2600 WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD �/ / �. ,'� ' _ / a' -3 J (909) 678-9669 FAX (909) 678-9769 CANYON LAKE, CA 92587 Q 33 �o' / `ox\ °� / �- / '�/I ' TWO WORKING DAYS r� V ?1• / r r J� AD=1 f,, BEFORE YOU DIG (909) 246-1 100 * FAX: (909) 246-1 104 d PAD=36.6 �, '8' '�) \ 72 �o�0 �P�Q ° / r�r�� J• �'\ 32.42 SCALE: 1 = 40 ` /o� ,8• / PAD=34.4 ,,� Jc��, p. o �• / ,0 fl z SEE SHEET 3 Q `-'1 ti I � 32 Q / �• 4 � p' "�• '6� / `ti' � /i 0 20' 40''NIM 80' 120' 160' 99+00 J �O FOR SECTION TC / 53 / , �� // PAD=34.3 2gS -- - w ` �� O 4.86 0 /i 2s P PAD=36.8 / c �, PAD=36.3 71 / ,0 H OLD NEW ORT ROA - 13' t3' ��O SEE SHEET 1 32.70 / SO p� ---- -, - ------ �,��, �, 10s� / ,ti !_ '` rho /vQ4� FOR SECTION PAD=34.7 / 1c 2. $ / �' o- .5h _' _J_ ' � f= .. �o \ LOT 321 �� / h° J`V /,��, �0 �, o / 1c = -� ' ---- -- oSOP (LANDSCAPE LOT) / N/ W 34.87 �2'/ooJ ?00. �p h`1 �0393, / o 82 QQ��oo� 31 �,� Q c �Q� �, / �`'�` //P�Q' PAD=34.3 FG zl Fc 26 °ao°o°o � Q 70 P�P�� h� PAD=37.1 99' Tc ,��, / 54 h / �� 0 �s• �° c °° PAD=36.6 �, 2.9 / °v o . o ° ° PAD o Q DO + fig• / �, TC.�1 �: / 1 Q C` 2 TC 5 pJQ o h� s� i T' S:1 30 / �� 1 0- o� / 83 IN- 2:1 G C _ 00/ 1 55 '�� °Jo// °�' '8 �' ° / PAD=34.5 PAD-37.3 / c '�2 69 Q %`� �� /h° / 2' �' 50' O ,X ,50 PAD-36.8 3.23 as o 15o �� // �02 - PAD=35.2 2:1 29 / `�� // ° °� 84 86 ///�`� ��zq 6 FG SEE SHEET N 0 - ----------------------------- E AC 56 / Q-� �° po° / PAD=34.8 w • 1i PAD=37.5 / / .�6, 68 �,, � � /;� / ,0 �`� FOR LAKE GRADING �' � 90' X 150' DRAINAGE PAD=37.1 3.50 6 `� / s0), o� � EASEMENT TO R.C.F.C.D. / PAD=35.5 Tc , gyp. / 'os / �`� 85 ems' 0 121.�p. l ^`� / 00, 10S / 3.56 X^, _ . L / / ,�� 0� / PAD=35.1 0 w `° 28 / o / 57 �: // �0S RECORD Q 2:1 PAD=37.7 N / PAD=37.5 67 / �c 1c o "r�TOISTING WER p0 � � � ��' PAD-35.8 // �o TC TC ,'37� 86 \'`� � 3 VARIES VARIES 3 I� o ( BE RE OCATED LE J °' / /05 / °� , G / Z ) '5.�� lob •00� / p PAD=35.3 SEE SHEET 6 PROPERTY LINE 17,os, v �x 108.19' _ / / I 'uw �� co' / 10S FOR SECTION ^ 1 N ' 5 V 6 6 �G �° /i / 0 PAD ELEVATION 2:1 o o ^ _� S• p`o' I (PER PLAN) 50' 30' LO � 27 1 Ivl- , 1 oQ - - / o PAD=37.9 PAD=36.2 PAD=37.9 I_ .,� 1r / CO. �� / 87 2s.5 TBH PROPOSED FINISHED SURFACE I o N F N p ;, / �i s� PAD=35.9 �S� FOR LINDENBERGER ROAD g104.00' ��' �'��' 102.00' 11 57 / �-� / � 2� _.2% C. 44' o I 59 A A 6 5 wa 12' o / �'C SECTION E E FOR SECTION L� 2:1 0 26 0 22 22 o EXISTING GROUND Q� // _� h NO SCALE PAD=38.1 14 " 18' 18' "'4'I PAD=38.1 PAD=36.6 �4,1 o N �a 88 - o �• m E E I '��`'� I of 0 ILI 12 �� PAD=36.5 CO 104.00' 12' °c 102.00' Cra + u SEE SHEET 21 FOR 29.5 LLJ _ c� .`C, oo I 103.13' L=9 0, �� ' g5 PIPE INLET DETAILS, TB o G I L=1 .80 105. ti `�` N �• I c, 00' � SEE SHEET 6 STREET IMPROVEMENTS PLANS m Z 0 25 I N N 60 0 ��' I L=11.7� FOR SECTION ^�`O 312 I ao 64 1 0 FOR SECTION �°' J o 2:1 In rn M f� 1 `_ I L=11.66 N `; L-25.65' �� _ ° �i 6s SEE SHEET 6 AD=35.4 =J I M PAD=38.0 89 L=148.69 L=5 3O `� �o =26.93' L=52.23 L 1 PAD=38.1 1 L=2h.89' I �� N _ o ° _ , L- ' `� - L=2o.s2 oQ I n M � - PAD=36.8 I _ I �� .6 � • -27.2s s L-1.58' ' � ' oS 104.59' o'a o ( , I PAD=36.6 0 50. 8• h _ �y 2 16 O� S� J _20 11' L- moo, �, 23.19' L=50.21 L-52.03 L=50.03' L=50.70 Lj � 79.38' 1 �, L- `0 _ L=50.18 l(� L=1 .96' ^�`°' r� 00 99.84' 62.00' 'S N I I 54.87'87.28' 32.40' w o 24 I o o 1 W PAD=38.1 IoW �P°D uNER(TYP.) L j tXISTING POWER POLE o TO BE RELOCATED , '` °Jt �.`� o - c ) 74 ;; , 61 62 0 °°--, N o 94 0 95 4 PAD=34.5 97 98 104 105 103.82' �' PAD=37.0 63 144 92 3 PAD=34.9 PAD=34.6 PAD=34.8 _ �; 99 0 102 103 0 _ o PAD=35.0 Lu o PAD=36.8 4' 18 22 90 0 91 PAD=35.1 PAD=35.0 L6 100 101 �, o PAD-35.3 W PAD=36.5 18 I4' Co �, i I PAD=35.8 PAD=35.6 PAD=35.4 PAD=35.3 PAD=35.6 PAD=35.8 PAD=35.8 PAD=35.6 0 I ati v � ,' ROUGH GRADE °o� - - - - ��o'�. I - - - - - - - - - - - - - - - - - PAD LINE (TYP_) rn ROUGH ERATDYP. - - - 23 , ^``'�` - - - - - - ROUGH GRADE _ _ _ L=52.11' = L `48.01 L=52.98' _ ,� PAD LIN_L - - - - _ _ L=52.29' _ _ L=1 .05 h 41.80' - - - - PAD LINE (TYP_) 9. 8' J L=52.38 ^' i;S 1 - - - - - - - - _ o s PAD=37.8 so.00 -� - - L= _ _ o G 41.00 �• ?� - - - - - - - L' 6"C.F. 6 co`L 50 5 - - L- L=50.18' L 50.08' - - - - - - - - - - 50.16 � 2:1 +, � - L=52.23 -3 °�� 'c N.- � � 8 4 L 34 �� '� ��' 0.50% �' _ - '� L-52.03 L=50.02 ,�o� o I r g ^�� p L=39.25' L=50.05' °' ti ti G `1 N ao - L=50.15 �o 10D' ^� 0.50% �° N ao F� '� f ^� �� 41 15+1 ° �G y �G�� G =17 �'C C, 33.64TC N o `0`1 21+00 ^�. 10+00.0o LAKESHQRE °�� N h�o� �� h �° N ° oq° ° BC=14+54. V��, �, s+00 + o �� +� LANE `�I \ o �G o� 11+00 "�°`"�°c S �, ,�`'� gF o, �. P ^� 0,5 ,� o + �� ^�O 17+00 1 28.18 0.52% E E �h� �� '��' LA N E ��' _ �,� �� ° s"c.F. ��^�`� �`� �' N �� ,� LA K E S H 0 R E 19+00 ~5o V.C. o 22 ao 2+0o gC=12+34.65 ° 14+00 ^� �o PROPOSED �G r `�, °^D N �`? �, STORM DRAIN �G 18+00 q � S BC=19+88.46 ^� _ \\�0 G AC a, �`�G `G �� G N 1G - 2 ' L=31.31' L=48.80- - ti °°�� O „L L=48.82'� L=1 2 ��G G �G n' �O L=50.12' ry I PAD=37.6 o, N ,� 31.71' L-21 4 ;Y Lr, - - 6" 92 L=33. ' - - - - - - - 41.04 Co _ _ _ N 5o.00 50.00' L-50.33 �, - • C'F 23' L=50.20' L 50 10° =30.42' L=19.85' L=50.21 - _ L=43.87' , - ' ar - -- - - - - _ _ _ L=50.90' L=52.01' L=50.11' - I Q - - - _ _ L - _ - - - - - - 1t9UGH GRADE _ ,� tJ ��, ry .04' L=50.01 L 52 - -" PAD LINE (TYP.) - !; OUCH GRADE - - - - - - - - - - - - - - - 5 5`�'g0�` PAD LINE 2:1 �n o ROUGH GRADE � � �� , ROUGH G�q� - - - - - 1Y1 -: ,o' PAD LINE (TYP. PAD LINE (TYP) •y� ,i (TYP.) 2:1 0 o � 19 _ 12 11 � �� 10 - �� o 20 0 18 17 13 PAD=34.9 ° W��' - 9 �, 3 2 0 PAD=36.8 0 o °' Z o PAD-34.8 4r��3�,E EXISTING POWER POLE 21 o o _ 16 zD 15 14 �; _ o PAD=35.0 0 PAD=35.0 &, 7 `° 6 5 °' _ PAD=35.1N ' /I (To BE RELOCATED) �i, PAD=37. PAD-36.5 PAD=36.3 � PAD=35.5 PAD=35.3 +_ �,. _ o o PAD=35.4 13' 13� ° PAD=37.3 0 PAD=36.0 PAD=35.8 - �- PAD-35.3 PAD=35.5 PAD=35.7 21 ros' 3�34 PAD-35.8 PAD=35.8 EXISTING 36' WATER LINE .. 5 ' I 53' o � (PROTECT IN PLACE) EXISTING 36 WATER LINE L=19.29' 20 , L=19 2g' EXISTING 36' WATER LINE EXISTING POWER POLE17 LANDSCAPE LOT (PROTECT IN PLACE) 33 33 20 16' i�� 9>, 17' LANDSCAPE LOT (PROTECT IN PLACE) (TO BE ADJUSTED AS REQUIRED) 46 D� �, I o� 46.0>> 40.00' 99.40' 57.10' 50.09, 50.09' 50.09, 57.03' 52.00' 50.00' 50.00' 52.00, M 8.00, `� 52.00' 50.00' 50.00' 50.00' 52.00' 50.00' 50.00' 50.00' 2 z �c IIM F IIM M 529.57' ,�; LOT 319 0 w �G 8.00,9 0 ^ 404.00' o M N c i� c Fc ! oT I LOT 324 - _ - - - - - - LOT 319 c 579.57 (LANDSCAPE LOT) l - ! 1 M ��56�, LOT 324 Io , �.¢ 5 1 (LANDSCAPE LOT) 504.00 C. 0 50' VC_ v _ ;N o ��' �, M N 050 _ '� ., _ 0 50� 1 _ °c ,,� c� 0.50� �� a # o z 87+ S`l 88+00 89+00 OLDNEWPORT- _ N ��p� PROPOSED �+ 1�0�� L Q.Sox - ,� N A7+00 �, G G 0.56Y N C, 50 VC N EW P 0 RT 91+0o R DA D 92+00 N89'28'44"W 50' VG 93+00 � �'�`1 STORM DRAIN` 95 00�'S�� 96+00 M 86+84.56 8'7+00.56 _ � PROP. STORM .DRAT 9 QO __ _ _ _ _ _ _ _ _ _ _ _ �� co 2620.18 50 VC 99+00 � _ y QO• s __ 94+00 /3 :' 98+00 �� PROPOSED- - ST O M Ty STORM DR :` _.. - ---- - N _ _ EXISTING POWER POLE EXISTING POWER POLE °°°°°°°°°°°°°° EXISTING POWER POLE - TO BE ADJUSTED AS REQUIRED l EXISTING POWER POLE EXISTING POOR POLE _v, ° ° ° ° ( ) (TO BE ADJUSTED AS REQUIRED -°'°°°'°°°'"°-°-` � -g��- L - J ) (TO BE ADJUSTED AS REQUIRED) I (TO BE ADJUSTED AS REQUIRED) F FG �.�o ° o0000000 A NOTARIZED LETTER OF PERMISSION (TO BE ADJUSTED AS REQUIRED) G 2:1 ° ° ° ° EXISTING POWER POLE - - - ��, 26 © °O °Q°o - ACCEPTING THIS GRADING AND DRAINAGE ° 000 (TO BE ADJUSTED AS REQUIRED) 20' X 50' DRAINAGE S`S `�' Q° G 26 °°°d` ,4PJV �]!J (,�J� 20' x 30' DRAINAGE �,/v 384�Y:1J-0-021 IS IN FILE OF RIVERSIDE COUNTY SEE GRADING OF 6 EASEMENT TO TRANS. DEPARTMENT TRANS. i �9 5:1 F3 DEPARTMENT DATE O�RLETTER: DEPARTMENT THIS AREA ABOVE � 2 N� WORK CONTAINED WITHIN THESE PLANS SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/0N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �p o A S q� 1 1 ER STERLING AVENUE, SUITE E COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. ��P� ciy Fy RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" Z _; by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' ROUGH GRADING P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. � No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 PLAN SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J� CIVIL �P -� EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9TF 0�� /' { >C M SCALE: AS SHOWN W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY of CA1�F v im'- L2��-- , . DATE: H: V: SO. CAL. LAND MANAGEMENT, INC. FILE NO. �1 RICHARD A. SCIANNI JN571/571 rgp2.DWG/4-1 1 -03/S:40 4' 3' 2' � g U- '= 03' A.C. PAVEMENT A NOTARIZED LETTER OF PERMISSION .12' ACCEPTING THIS SLOPE GRADING AND/OR DRAINAGE IS IN FILE OF RIVERSIDE `� 12 COUNTY BUILDING & SAFETY DEPARTMENT DATE OF LETTERS 24 02 SECTION F-F ,1 J4 NUISANCE WATER #3 BARS CONTINUOUS �J� /�� SEE SHEET INTERCEPTOR SWALE DETAIL FOR SHEET 4' WIDE CROSS-GUTTER DETAI FOR SECTION SEE SHEET 0 NO SCALE APPROXIMATE F.G. .�nti�� NO SCALE �`L�� FOR SECTION BASED ON PRELIMINARY NEWPORT ROAD DESIGN J&1 P .�7��,39 _ P�rry/ 3f � � ��J' 14 FL 8 7 N00'35'49"E F4.1 2622.30 2622.30' 37623' �96' 28.33' 75.00' 55.00' 52.50' 5250' 53.00' S3.00' 53.00' 53.00' 53.00' 5 FUTURE NEWPORT �7 ROAD ALIGNMENT RAW �y 53.00' 53.00 53.00' 53.00' 5' OVERBUILD- VARIES 20' 2' oo. LANDSCAPE LOT PROPERTY LINE Q 1427.7 �g r-�- FL ¢, w 182 UQ PAD ELEVATION o 183 187 188 190 Nao (PER PLAN) 181 PAD=34.9 PAD=35.2 N 184 N 185 186 N _ PAD=36.5 PAD=36.7 _ 191 00 � �, N { ' �P��1 -////-//// °°� PAD=34.7 PAD=35.4 PAD=35.7 PAD=36.0 PAD-36.2 PAD-36.8 N PAD=36.8 192 193 n 194 n 5 5 �, � ° PAD-36.5 GRADE SWALE AS �IIII Q 'oQ - - ��IIII� PAD=36.2 SHOWN ON -PLANS PAD=35.9 �o- J s�•� i L=38.34' ROUGH GRADE can i P ////=//// qoA ,��y�o� 41Q�; � � n - - - - PAD LINE�TYP. - - - - - - - - - - - rn o 0 9q ,p 45 �. �- '`� �; - - - - - - - - �? L=53.04' - - - _ _ _ OUGH GRADE �. �y`S'p0 , 1427.5 `� S�'c, - - - - - L=53.31' L=53.06' 47.29' _ � : � � III �F �i A 36.36 � , � - - - - IIIi� O�TtiATFc FL \�, h PAD=34.5 �O , C 9.45 L=50.72 C 34.54TC �o oh 29.04' L= PAD LINE (TYP.) - o A L=43.08 53.20' - - PogpF� q<^ h� /0 / c, �S , 0.507 5 /�,Sc,. 01 L=53.08' , 6 76 10+00.00 G � �� ,� � 34.28T �. p� �, 24.14 ^? �r _ _ L-53.01 / o � _ 12 00 BC=12+39.17C0TT0NW00�� 'EC=14+ 1.91 �`��G CO1,c �G EXISTING GROUND TO BE G , h x 33.18Tr50� BC 11+41. .� ei 13+0 �'c, �o,� �50 VC,� -y C 1 +00 I SG Flo Nao PROCESSED PER SOILS 4.4 7 1� �� 3:6$FL ° 11+00�� - �� v yo.;`G ^� `G .�� D R!VE Lti' Q ENGINEERS RECOMMENDATIONS ,S• �'1 2 �5 G S�� ^��``C, ` 0.62% �, BC-t5+31.44 0, �� ' Q�� PAD=34.3 ��' C �G L=52.74' L=56.45' L=23.31' 31.23' 0.509; 01�6+00 N o SECTION D-D oo / ,�� 5 86.77 5 _ _ - - - - - - �• / � 2.55 2 - - - - 31.98 L=21.08' L=53.07' L=28.29' L=25.12 ►- - - - 52.50' N Q NO SCALE h °S / tC x �'�,ti' - - - - - - - - - - OUGH GRADE - - - - 45.80' 5' 5' o� y A8, �\\,Q_� ��ti �o // - - - - - - - - - - - - PAD LINE (TYP.) - - _' - - - - - - o - L=51.50' L=51.50;� 0 w Q FG ,�. ry o PAD=34.3 ��Py' T %� _ 175 173 31.88E �, %�,� 176 °° 174 D o h^� ho Jo�� .,� 2. 2 32.43 /�OPO 179 - 178 N 177 o - = o �: 172 GRADE SWALE AS Qg o �oPorh�`� Tc - o o - PAD-36.4 PAD 36.7 0 0 0 o t ° s Q N o PAD=36.1 PAD=36.8 PAD=36.8 71 170 ,� o N PAD-35.8 PAD=36.5 0 169 0 -,) W SHOWN ON PLANS � ° Qr ,, PAD=35.3 PAD=35.6 . � � • fit z I 42 ' , ,�� ,� /�` 180 _ PAD=36.0 PAD=36.3 » o Q � _ oo PAD=34.3 �%' PAD=34.4 SEE SHEET 1 SEE SHEET 1 01� o. /0 / ��q, 8F / FOR SECTION ,� 52.66' 50.96' FOR SEC ON 51.40 58.07' 17.42' x c� 19.63' S2.50' , h� TC �i�, � o- 5353 ___ 3.98' S2.50 17•35 55.05' 55.02' , ' 41 '` c,31 53.53' S3.53' • 22.35 50' 30' - a p L 0 77 37.88' , PAD=34.6 / 1c xoo _ Aq �o PAD=34.3 66.18 35.19 19.86' 32.67' 1426.9 ho / , Gj 1 26y214F1 �� 67.56 f CD 149 o 150 LOT 318 O h , _ o o ^�� 40 Q s�so �T 2.70 �'� �tih� 147 � PAD=34.3 151 PAD-34.3 PAD=34.3 0 152 _ X �� 2 7� TC h� _ PAD=34.5 _ 153 154 w N D�w oo PAD 34.8 �- h � 146 ,` PAD=34.3 PAD=34.5 0 _ � 155 Lj co PROPOSED , ��4y o` �� PAD=34.3 �' PAD-34.5 PAD=34.V PAD=34.3- STORM DRAIN �°� 32.33 APPROXIMATE F.G. s�•� � Q / �� TC7 / \ TC \\� �� GRAOE _ _ - - - - - - - - - - - - - _ w BASED ON PRELIMINARY 8 Q \� 39 46 �0 0 �, \ 78 RpUGN T(P� - - , ? L=53.53' L=53.53' w 1�'1> LLJ NEWPORT ROAD DESIGN 3.10 �2 00 3 _ ��NE ` 3 L-52.24 _ - - - - - PAD LINE TYP. �, pA� � ' r? L=53.53 _ - - - - - - - ROUGH GRADE � ti 4S o° PAD=31 / .1 '8 0. / PAD=34.6 ? Tc s� PAD-34.3 SOtC 6 L=56.00' L=56.00' N _ _ L=56.00' 1 �00• / ho. / OHO , BC-21+11.57 �� O h^�' h . �,4� ? 0 E 50� 21+00 G Sti. o N I 38 ' ```` TC2 / _ __ _ _� "'� � `�� '�� i� �` w`OR\�' '�'_` �N r 1 � �G 47 �`c �x Pfl i p_ \`► % A G `� 50' IVC' 0.5 % 23+00 G I PAD=35.3 / 3 Sc o° _ � ' o �' �,,' J� 5• � - o --�- STREET PAD=34.8 0 � 3tC ,o c�T �.'� ry T�2g 19 �� L=65•62' L=65.63' ry d _ �� ° 0 / d ' ``'• � � k59. , - - - - - - - - - � L-35.17, ti 87, - - ROUGH GRADE �� - - - - L=52.48' , 00, ho. 76 F7 �G �G o =66 , , PAD LINE (TYP.) J - - - - - L=52.49 , 37 TC / 31,' �1 6�� G ��6pF�- - - - - - - - - - - L=52.48 N �o / 7 1. ' �S �0 L=52.48 P�Q• 6 48 PAD=34.3 >>�% o oF\ �a 34.3 PAD-35.6 ��/ �C / o 0 9 Fc o - - - - - sQ, o PAD=35.1 ` ��k -,� - 145 144 o PAD LINE (TYP.) - - - - ROUGH GRADE � o � 0�8 1 �� 4 �% o o L6 143 0 �✓ oo �° h / �oA o� S' �; �G 79 `s PAD=34.3 PAD=34.3 142 �\ .62 ' °°' h° , L o PAD=34.4 0 _ 141 g o + Fs ��, 49 .� 3 ��o �� PAD=34.6 0 140 0 139 0 s9' 36 Tc 75 �,� o� �, PAD=34.3 PAD=34.6 0 . PAD=35.3 �3?c�' PAD=34.4 » PAD=35.8 i jc / �, SEE SHEET 1 PAD=34.3 / �0 31.3orc � PAD=34.3 ? 1 Q' FOR SECTION d / ° R=25. G o0 1x o � OTC30.80FS, R6 g~; S h / �' 1 o ham. 99 / ii <' R=3.00 0. L R=5.00 �b ° 30 5F - / ��, Og o 2 �� /oJc� Xpo ice" �1� 16 ,�fi�S ° 49.52 L=49.53' , L 35 7� TC Q 74 �� 1 7�� S �� ° "' 30.79`TC �O`O1 6 L=24.03 �i r,L=37.26' 20' = / 1 8 �2 0° 2 50 _ 9 g �, / S'`'6�F 29FS 5• 30.95TC �� `�� L u s L=55.59' = 60' o� c PAD-36.0 / Tc '8 h° // PAD=35.6 0o PAD=34.3 317a Q/i �o 7_ 4 30.45FS %� L=55.59' ho•O qpF �0 / o9 �, �. / TC �`� TC h 2 3p OrC 9�9�osoo� N aX4° �, FOR SECTION L=55.59' 1.2 h0. oo h �020 �� h� 70F 9 �g� xs� o ti9�� 29s L=399.87 L 4TC d� a' $FS�ti °�. ,' 34 ,�58� TC hx�� / / �°` �� ,;1' / °`'o Q� 30.5 �1 ^' �o,• '� �O �. °� SEE SHEET 6 � �, �Q ��'�o � p4FS � 5 F �, � �, ,�, o� 30. F ��. FOR SECTION PAD=36.3 / 4 c� ��; o0 51 73 15 �� / c��o� , �� ` �' 02s.5t o / PAD=35.7 �, 32. �h. / ��J�J�� ,�� ,moo ti�1�S�� 3 �,ti°� 27.5FseH gal 00 FS .h / oo �^� / PAD=34.3 o Q / F, a ti a�oF` ~, ti ' h 0 ! 2 �, F g o s NUISANCE WATER INTERCEPTOR SWALE SEE SHEET N 0. 6 � r� � �0� // o'er pox 34.29 , oo � �_�/ �, �' C �, / OG hP� �� o� � '` 23.5 r?r� / 34.37 �. / °0' h° �0• v/ hQ o ,71 o o Q' o�' PAD=34.3 FG ��o r Tc �Q�, ,a�,Q. _ �� 2 FOR LAKE GRADING Pr\J �J,0 52 72 h o 3.5 `L �c PAD=36.1 Underground Service Alert / PAD=34.4 / /J��? gg 9 %� „� ; ,e�� OWNER / DEVELOPER: o C °� V 1 PROPOSED CONSTRUCTION NOTES SOILS ENGINEER: SOUTHERN CALIFORNIA I� Call: TOLL FREE ?s 03 , /�° _ �, o ~,0 » 2• oo E �, / v STORM DRAIN SCALE: 1 = 40 T.H.E. SOILS CO. 1 -800 53 h 71 , ,;, v � / � PAD-34.3 2g ��. CONSTRUCT 4 WIDE CROSS-GUTTER PER DETAIL HEREON 31750 CENTRAL STREET, SUITE A LAND MANAGEMENT, INC. 227-2600 PAD=36.3 PAD=34.7 / / Tess aCONSTRUCT TYPE A-s CURB ONLY PER STD. 200 (6 c.F.) Mie_m I WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD f 33 CONSTRUCT TYPE "A-6" CURB & GUTTER PER STD. 200 (6" C.F.) (909) 678-9669 FAX (909) 678-9769 CANYON LAKE, CA 92587 ` TWO WORKING DAYS SEE SHEET 2 ' // \ �-CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 BEFORE YOU DIG / SEAL-ENGINEER CS BENCHMARK: TRACT 29837 I P 020074 WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC . SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �``�P�� A SF RIVERSIDE, CALIFORNIA U92503 1TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 3 GRADING PERMIT HAS BEEN ISSUED. �, � y � c yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR E ¢ r' ROUGH GRADING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. No. 25917 m 1984 ELEV.= 1425.301 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 PLAN SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIC- �P 1 EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE gTOF CAS\F � �,.ct °,, , `� . . ', � '„ ,, SCALE: AS SHOWN DATE: • "1 -I W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RICHARD A. SCIANNI H: V: SO. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 rgp3.DWG/4-1 1 -03/S:40 PERMISSION TO BE OBTAINED CONSTRUCTION NOTES LOT 162 EXIST. 46.5' SOUTHERN 04 PRIOR TO GRADING OFFSITE 10' PRIVATE DRAINAGE \ \ CALIFORNIA GAS \CONSTRUCT 4' VEE GUTTER PER DETAIL 16 PRIVATE DRAINAGE EASEMENT .l EASEMENT PER BOOK 5' 5' VARIES 2' ON SECTION B-B HEREON EASEMENT r1, 4' 7' 4' 71�Crrl 3y � 1087 PAGE 112 71 LOT 163 1 r F \ \ �J�2 7' h 2.5' 1, c TRACT BOUNDARY PJ� Y 91 7'Jr lac \ \ ' ,~ w ( TRACT BOUNDARY 4 h F of F a I = PAD F�' X PAD � CD I I (Mq VARIES 2� TO S 2 2. GRADE SWALE AS V) . _ C X) To 22� AMP SHOWN ON PLANS J a ELEVATION = 2.� - - VARIES 2� � o s F\ a ply � o PAD ELEV EXISTING GROUND ` `° _- Y- � A NOTARIZED LETTER OF PERMISSION cf sF�\ (PER PLAN) �. , " J ACCEPTING THIS SLOPE GRADING AND/OR \ �' 12 Q � �� 0.10' DRAINAGE IS IN FILE OF RIVERSIDE L Q I - - PAD ELEVATION 4 THICK PCC 2000 PSI �" o COUNTY BUILDING & SAFETY DEPARTMENT <" °,\ ONTRACTOR IS TO TAKE S o III 4/ ( ,, ) 4 PRECAUTIONARY MEASURES AS �IIII� �� 1111�2y (PER PLAN) REINF. WITH 4 ® 12 o N DATE OF LETTER: 5 24 02 ` F \ REQUIRED TO PROTECT THE 4/ I r 4" THICK P.C.C. �2000 PSI 5' I� EACH WAY w� \ �3) EXISTING GAS MAINS IIIpr�C]Ll 3, \ \ \ PLACE. CONTACT: SO. CAL_ =//// =� REINF. WITH 6' x6 #10x#1 WWM GAS COMPANY AT (800) 858 5601 EXISTING GROUND TO BE SECTION B B 5 „ _ SECTION M-M PROCESSED PER SOILS SCALE. = 40 NO SCALE ENGINEER'S RECOMMENDATIONS NO SCALE SECTION Ci-\i low 10' PRIVATE 10' PRIVATE J ' ��r� o � NO SCALE , DRAINAGE 0 20' 40' 80, 120 160' N00'35'49"E \ `; `" h'� •�6s �,``��"� 0.5% o ^� % % 2622.30 5 0, EASEMENT o h 5 DRAINAGE ��•o 1 EASEMENT ^� c .o`t �, 5`°'�, 0.52% ��On, 4.4% ^�° , 2.9% �, 3.0% �, 3.0% 3 2� � 3.2% 3 2% �, 2.3� h ° F� 3.2% `�� 10.8% 53.00' 53.00' 53.00' S4.00' 54.00' 30.32' 124,,17' 35 5 . . . _ _ t . \ ° off' c F� - - ' \ \ I 5 58.15' 57.15' 57.15' ° 57.15' 56.75' 54.25' `" `" N 5 .00'�; 'N N 50.00' 50.00':. 60.35' 0 1 N 50.20' N 50.00 �;; N N N N 109.39 \.. 10' PRIVATE \ N o ��' :.1`,g \ LBJ MIN% DRAINAGE EASEMENT \ h� ° ' 285 N 200 Y. \ \ o 290 289 2$8 � o 286 2' 38' - 196 197 6 198 199 15 \ -a: 1 0 0 0 0 N _ o ��-'f r 195 _ N _ _ PAD=35.5 \ \ I PAD=37.0 PAD=37.3 PAD=37.6 287 \ PAD=38.2 PAD=38.4 284 N 283 - 279 278 II FAD ��.J � PAD=35.6 � PAD=35.5 PAD-35.5 PAD-35.5 PAD-35.5 �, I� \ \ \\` � � 2$2 281 280 � N w SEE SHEET 1 +^ ^�w PAD'=37.9 ° o PAD=38.7 PAD=38.9 � PAD=40.5 �� FOR ROUGH o CURB 0 ET RA�ty � OUGH GRADE ��'G PAD 39.2 PAD=40.3 GRADE SECTION 2.1 o U PAD=39.6 PAD=40.0 � PER STREET PLANS PAD LINE (TYP.) - - - - - - - - - - - - - - - - - - '� r N --- - - - - 277 F E RADE - - - _ _ - - - - �� L=98 09 N$ITIV - -\ _ _ _ _ S ' 37.52� 20.64' S7.15' 57.15' 57.15' L=54.89' o PAD=41 .0 - - - - - - (nP - L=37.12' L=56.68' - - _ 17.19' L-54.97, o 3' 48.23' 4. TC � o `� _ _ _'� N _ v G v �`' L'31`27 J _ ROUGH GRADE 55.15 °�; ^� ao OTT V 1, 00 COVE 22+oD DRIVE 0.50% 23+00 �' S�O�G `L d - _ _ _ PAD LINF TYP. _ L=21.90' 4` 2:1 ¢ o FS L=53.01 L=53.08 v `tiro 19+00 �0 5 C _ ^� C 1+23. o� �G `�G 24+pp 51�c 1 L=50. - - - -(- - 2� 9 36 N+ 20+0 _ 1 1.55% �, o �i •� BC=2 +17.64 - 5T �., �n 13.85 �o' N c, \ \ �. '� o o�C o o �� o 4ti G �1 L=49.48 50.01' Co 41 h \ N 1 8°C.F. " �' 18+00 `G oo N `5'`c, �G ;� G C` _ BC=18+96.93 �1 `c, S`1''�, �,� + ��' ��' ";, o �o�o B t y6�G L 28. �h ti �N II - 17+00 - EC=18+31.51 '� 24f53. N 1 0� ��o �G <��\ _ ti c, mac, -4 21'\ 4 82' G 78 1 2 +001�G 71 T �h ,�� 1�°c � �?�G o \ 0.50% 63.75 L=57.78 ��`o - 0 54,9� - �=24 �6 0.509 �G 5��0 1 �, �c, o_ \ 76 n _ - �� 54.00' L=56�67' _ - - - - - - - - =' \- - - - j ��\ oy1 \ _ L=55_59 ;� L=51.4 �G N m � � EC=2 26 00 - 27+00 27+43.22 r L=40.25 11.42 PRIVATE M \ \ ,�4 ��G ROUGHXfRTDE - _ _ 3 �G �1 1°� 1 ��'F� PAD=41 .0N L=51.50' L=51.50' L=51.50' - - - OUGH GRADE pRp,INAGE M � � ra0,� I PAD LIN (TYp) L=508 � �G �G 1 �G o �°� o �� r I 2- R TY ) EASEMENT \ ` 1 2O1 _ E P �, _ '1 + - - - - - - - - - - - - AD LINE ( o' \ � ,� �`°' _ I oo ° d L= -d- o rn I o 1 ROUGH GRADE s .' I o I L _ _ L=27.35 27.06 rn �� '� � °O PAD=38.0 ROUGH _ - _ 57.12' 36.12' G o co PAD LINE (TYP.) _ 1 61 \ �\ T.=' \ '�' r\�G PAD GRADE - - - - - - - - - - - - `L� N 0 16 3 16 2 N 5' \ \ 'b + �°� I ° LINE (T1'P.) R��, ;,�1, D 16 133.24' 2:1 Q - _ 0 164 0 0 0 _ PAD=36.2 r o L=11.88 .94' �� r ��G a a0 0 0 165 PAD=35.5 PAD=35.5 340 6 \ Y \ h ► , m 99 \ LO 52.39 0 0 � / 0 0 16 6 � cr - PROPOSED 36" FG 35' \ rn G o ai 292 5' o / 2 7 5 N FS E- 0 168 0 167 PAD=35.5 1s PRIVATE L=12. F� ► 5 I N 293 i �* Cl PAD=35.5 STORM DRAIN 36' S � + LLI PAD=35.5 QRAINAE PER STREET :. °' \ �c I 202 291 PAD=38.6 N _ 294 295 zo 296 N 297 o Z / PAD=41 .o N o PAD=35.8 PAD=35.5 SEE SHEET 1 tASEM NT IMPROVEMENT PLANS h'` FC o \ �„ � / 2:1 W FOR SECTION \ I ° PAD-38.8 PAD=39.3 �' `r � �' _ (TYP.) ^�� , 69 5 I PAD=38.4 PAD=38.3 ° PAD=39.1 PAD=39.6 I+ o �91 4 PAD=40.0 „ �G L=13.59' 33.54 20.28 52.00' N ,A58 ,�252 \ =: 1 i \ I \ I 148.49' 2:1 13' � L L �. SEE SHEET 1 � 54' 1 `N o \ ° FOR SECTION �°'G L-16.14' LLf 36 54.41' O, p 5� 3.0 \ \ o o \ nG TYP. A II o SEE SHEET 1 o M LL� 55.02' 55.02' 55.02 5.33' 2$$ FG FG 2 �h� FL °� 230 \_ 1 o y co S3 ( ) oo FOR ROUGH 7' 30.84 2 SIG o \ \ op�D \ d \- ti r I 27T GRADE SECTI N II 24.57' 30.45 23.5 + F PAD=38.3 \ ,I 1'z, S8. A 24.81' 27.78' 27.24' I ° \ 3 � N °° � `' N I PAD=41 .0 2:1 J otiG SECONDARY DRAINAGE s, \ `s��. \ , 54.51 75� �� 90 I N ESCAPE i �� 60 `' \ 203 �.9 50.12 50.78 64.00' 57.25 63 v N �" t �9 \ �, 25.22 G L=16.4� I o 160 315 ��° ' 69.00 A 44' 11 Q, , 112.39 �\ \ PAD=38.8 47.62 �� 12' 147.95' L 16.40 G 0 159 - �' \ h \ A S--I ,�o,•o OUGH GRADE 2:1 _ V �� FS4 - rr N 156 157 158 J PAD-34.3 �� 299 o I PAD LINE (TYP.) 273 0 J J PAD=34.3 �' \ CD PAD=34.3 F; s� �,- s� 229 \ "' \ 1`� N 4 , o �r�0�3%,r3 PAD=34.3 PAD-34.3 , r o� 231 PAD=38.6 \ 300 h� o�.,. PAD=42.3 0 298 22 4 22 ,I PAD=41 .2 ¢8 o CP w L= 72' 31�1 PAD=34.3 s �� do \\ 301 0 000 0 0 4' + 18 L=10.42 '�6, \\ \ �60� 204 - , PAD=42.0 i �G �� 2¢�0,� PAD=42.5 w - -1-7.45'- OUCH GRADE - _ _ _ 4 1p� , _ PAD LINE (TYP.) _ - - - -- - - 1 rk 302 PAD-42.8 \ .o OG G, ham' So, L=26.53 No ' \ �N �- \90 o PAD-39.1 s �� o - - 31.85' L=24.39' 7_ 50, s y s o 54.00' e. �G o�\ �'� \ \ TCs.. \ \ Fc� ° o0 L=56.00' L=35.86' 18.13' ,� � \ 22$ ° PAD=43.0 R UGH GRADE „ �� ' _ \ 00 3" �` yo tk r r LINE (1`(P•) �- - - - -�o, `L`ti o o v o°1c, ti p c�� O 0 29.68' +84.97�o °� �o� PAD=38.8 �� TC \�x> i4 '7 J - - - 0 54, N ��1 o M c„ _ \' _w o rn 12+00 w 25+00 ST ET O' VCh 26+00 „-� ' �o xo _ �0 3 �0 00 �, _ •-. o �2 �� PAD=34.3 s o Ado \ °� > \� 20 i� tip' 36.50' L.46. o + 9.96TC �`� 10+0 AVENUE 11+00 N 0 RT H S H 0 R E _ 9 6 �� 39.46FL 12+ 1> ° �- <,, o, h 0°i C=9+27.32 c, �, oA 1 o� 24+00 0.567 EC=24+84.38 �h , � o• ��o �o• o° o G �o �� O�y\ �M T \ \ PAD=39.4 s�, s o �o'c, BC=11+10.45 EC=11+33.51 F 31.50TC �o� �� O 01 ti \ o o o o o . �. S 31.89T . N \�� F 'y �� \ \ O / o o%o �'` � o �, � o S o I � 97.06 2,3 r? �` .�� O \ �o ¢ `c, o AG e o o I ^' � 53.00' 4' ; - - gS, 31.39FL v /�F 3� y \ O 6l% o• e� �v v .50 ��, �n �.o h �, o L=27.42 25.30' _ - - - - - l \tea 233 227 '° �` / ° T ER o�2 �' �� o�o �� o L=52.48' N L=52.49' - - \ w\ LO - - - - - - - - - - - - - - - - - TC �� \ - J C �iQ \ 206 / c P`�G� go,ako�� 29.68' ° 'o \ 5° PAD-34.3 i9 \ ' I, 1 00 1 4236 V. u - 9>0 00� � L=19.61 15 68 �. PAD GLINE�(TYP.) \ 22 PAD=39.1 \ ss PAD=39.7 I J 62 1k °% "' ' _ _ `' - - U) kg4. \\ 11 1 4 - - o cod in I �, 'L �, �O _67.45 �o 1----PROPOSED 36' \ �9 C > O o O \ O �c. o. o STORM DRAIN \ \ '�� '� \ 3 0 �O �� off' �O / Qp Q1 zo I + G ti I o FG o PER STREET �x sr6, \ 6 Q �' 9 \ •�O ' v w tG G� w o p` 4509 Z 135 0 o TC ° �� I I o o� ► 272 F .g 138 bq 137 ,� 136 0 0 IMPROVEMENT PLANS �.9 0 `96: ,00'SS 234 226 207 °�G\-�� I o PAD=34.3 - \ n �� _ \ Po 305 PAD=34.3 PAD=34.3 PAD=34.3 - \ ti� PAD=34.3 sr, PAD=39.4 \\ s xoo Q 304 g I PAD=42.0 N 314 c 6 °o. d \ so \ k r .,ti ,o�oG PAD=40.0 \ L_ss.35 _ _ PAD=42.0 G N 1' \ 5 ss °5 �_, \90 ��, SEE SHEET 1 PAD=42.4 \ \ O 132.62 iv `L TC so TC s \ �O� °p �O \ 34\' ti o rk� FOR SECTION I 235 225 \\�PF 5,� �G 12 07 1, ��,�3 .4 0. \ \ TC ,00 (TYP.) 271 ° Ago` ss y 208 303 I L, L=55.59 L=55.60 L 29.05' 23 S�Bj, 5�. G TC - \ J 1 Lf) CD ' c°d 90Goy\ 32.34 \ PAD=34.3 s� PAD=39.7 \ s \ \ _ I -+ o i z= - SEE SHEET 1 �' r S PAD=43.0 m� PAD-42.3 00 + \ �o. \\ so s TC \\ PAD=40.3 56.00' I ^D FOR ROUGH �� F 134 �90\ ¢ 06" O� s h° \ , 0 47.00' �� T1 I �o GRADE SECTION L ti�� 30 2 GAF TC Off\"00 32.2 \ �`° O '�°° \\ \ ,h \ O° 103.00' a c °m 50 I SEE SHEET 6 Ora F�o J �x TC �� 236 \ O. �= 10 12 3 FOR SECTION .'� PAD=34.3 \ ter, �' \ 224 �C xo \ \ z I cn `� LANDSCAPE Underground Service Alerf N \ o °r, \ o `�. \ 1� D I o� �o I LOT � !y' s PAD=34.3 s 209 306 Call: TOLL FREE N ,�0; \ 32.21 32. N I -��o ?° PAD=39.9 Ago \ ,4 �1' �� I �' i 270 ' \ Tc rc VOco 0 90GG, \ ss \ PAD=40.6 �m h o 0 -800 <� 29.5 �O 32.15 �ti p�S 0 �y \ °O. t} T \ PAD=42.4 o \ h' \, I l PROPOSED 227-2600 SEE SHEET N0. 6 '2°os' TeH `` /1� `L TC N� `L� \��'�9 so �00� ��,G�9 \ i \ �� PAD=42.3 F ; ° STORM DRAIN �, 32¢ 133 237 �,�F\��; 382 137.10 I TWO WORKING DAYS FOR LAKE GRADING 3 �� TC ' BEFORE YOU DIG `�`�� rn Zg5 PAD-34.3 \•� - �� \� 223 J �. ° \\ 210 124.92' •F• N A �-� PAD=34.3 `� °'� °� I i 269 � �.f- ° \ lb� PAD=40.2�0 �� `` o PAD=40.9 �, 307 I o I ��l o .s o��, OWNER / DEVELOPER: 6, .�O �• °• s T 1ti ,o o s I o �� o 0 31.8s � � ti o t •� PAD=42.3 r X \ N �r s J,� .. \9 y �•° o PAD=42.1 I N I ° SOILS ENGINEER: SOUTHERN CALIFORNIA �� 2-2 �\ TC oo �� _ s AD-=14 \ o` �o o I � c T.H.E. SOILS CO. ME NT IN C. �� r,r\JJ �f,3 31.68 \ r J� oo CONTRACTOR IS TO TAKE '�x i'\ o \�'Fc�' __ 106.81' 'tip ° G _ LAND MANAGE � / \ TC \ P D=0.3 PRECAUTIONARY 'MEASURE AS co e °'\ \�90 oow 1 L 110.88, 21.18 31750 CENTRAL STREET, SUITE A r \ F " 5 1� � \ REQUIRED TO PROTECT THE , a. WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD 2g' \ `r \ (909) 678-9669 FAX (909) 678-9769 CANYON LAKE, CA 92587 (6H X r r ( IN EXISTING GAS MAINS \ J �I- \ o ��' ��• o - - \ r'� d'' \ )�J IN PLACE. CONTACT SO. CAL_ \\ 3 • s \ r,r�J=� �,� o • 448 (909) 246 1100 * FAX: (909) 246 1 104 o SEE SHEET 5 GAS COMPANY AT �800) 858 5601 N F� SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 WORK CONTAINED WITHIN THESE PLANS SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �p �o A. S q� 1 1 ER STERLING AVENUE, SUITE E COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. Fy RIVERSIDE, CALIFORNIA 92503 c OF NEWPORT RD. & LINDENBERGER RD. A 1" c yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w m ROUGH GRADING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. p. 2 317 1984 ELEV.= 1425.301 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 PLAN SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE `rq7 CIVIC ��P ,f EXP. 12 31 05 E AS SHOWN RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F pF CAUFO`R �, c t `,-�y, c' �•'` DATE: -�? W.O. COUNTY 23/ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RICHARD A. SCIANNI V: SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 rgp4.DWG/04-1 1 -03/S:40 / 3`. CONTRACTOR OR IS TO TAKE _r \ �\\ f / SEE SHEET 4 TC , PRECAUTIONARY MEASURES AS I I T- J_e Pr\D 4,3 \ S \ REQUIRED TO PROTECT THE _ _l I SEE SHEET 1 p� \ �o \ 1� JJ �f�3 ° s?p ));� \ �(3) EXISTING GAS MAINS r�J I I oo I FROUGHTIN \ s 38 IN PLACE. CONTACTSO CAL I GRADE SEC 0 r PAD=-�f 0�2 \ TC \ GAS COMPANY AT (800) 858-5601 `res �r�J��f J�� I I n rll r�( 0 4� I I /JJ 132 TC o�3168 \ N, ° �oo� `. \\ / J pd °� I ° 0 1 PAD d f,3 4 ' s Tc o 6x A h J%J,= o�. G 44. 2.Q PAD=34.3 \ `� �� \ 238 222 \ 3Tc t � J 1 FG n r?° _ 211 106.81' 28 �o L=1 .88' o \ - p \ \ I 121.18' PAD=34.3 PAD=40.5 o I� ° 0 cy\\sso ° 39C �, \ 9�oGc ij PAD=41 .2 ss 308 �� °` I °,�� 268 k ;N c� 131 \ � � � �� \ 1 -\�� s pp. 221 �F� �; 4-�.: \; \ �ti � o •� °°�G � � l� PAD-42.o a rc �� oo �90 \� 3s: F� ho PAD=42.1 I .,� _ c6 N- PAD=34.3 s Tc �, \ F N o �- Ago \ °� '`� \ ?° PAD=40.8 J \ s \ ° \ J 212 w , v G \ PAD=34..3 0. ° SEE SHEET 1 \ o �ti 5 W o1�� L=3. 2' 117.22 FOR SECTION o. , \ PAD=41 .2 0� 84 I o o h� TC R 5j' o ` ° 267 �oOF` \ �ti x 31.15 �� \ ° 01 ~o \ n CD 130 s 240 00' 39�a °o .E ss� \ q� �INF R4pF 12 W \ PAD=41 .7a r? TC r' \\ s 2 2 0 \ TC ti `\ oo. 7Yp 66 N W o �ILr PAD=34.3 \ 9 90 �y PAD=34.3 0 0 _ \ g >_s i \ o� N MM �o \ , \ ``s , \ �� PAD=41 .1 � �09 I oI �� _� 1 31.0 - tiFc� �ti \ ss :Go 39: ' CD to �O L-7 83' F �h Fs�`° \ °� c ` �9a �.`� \ \ '° rc 'o PAD=41 .2 o of o �h o SEE SHEET NO. 6 �,� h ��0 3,.,/ �,, \ GAF o ss �O \ o \ 0 102.77 o TC S�' \ J 241 %G� o Op. o. ��' o I SEE SHEET 1 too FOR LAKE GRADING �s 129 �\ s \\ \ 39` ti 310 ,� N o FOR ROUGH pl Z _ ho°I° PAD=34.3 s 219 \o ��`� PAD=41 .0 �'�h� k�o�°` 3g o� J 266 FOR SECTION Q o a A PAD=34.3 °' � 7 31.40 �; s C`^_ / °c °off. �.� Tc56 > > PAD=41 .6 0 0 M o� �> o /s TC o`� PAD=41 .1 \ s �' Co w SEE SHEET 6 sF,y �G c�. rr Xp ,�� ° \ 'S '` \ �`` ? ��/►'0 c> �; d �� o ar z 9 O S 31.52 \ o \ , 39.26 39 3g O Pq�G/y G G �n w z o FOR SECTION < FFgF ti� l`' 's• �6� TC �� c� `SS h� �x \ h Sip �� 4242 �� o '�Op \ E o (�`ti \ / �pti TC �p` 3g 36 TC ,,�hti / /NF��£ o t •� o z R LOT 128 0 oQ�� TC ��•��,�[� °° ° o Q \ 3 6 O z ,9 TC p) f I 16' PRIVATE DRAINAGE EASEMENT � eSo� Q \ �� s`'v \ 21 8 \ TC -,, ,�xoo TC1s \\ '`� oo Uw N LOT 129 �- 7, '1 ti128 �� 31.52 �� ,��. \ PAD=34.3 a. g �, �9 o OST 1.2 4' o ,� ' + ¢w x 1 4 4 �� TC 9j�,� l \ �166 ° PAD=41 .1 \ Aso$ 38 56F TC A� �'�s N o, ' r W N �7 PAD=34.3 �� 31.7 �o 'o\\ �� \\so F �a T�0 265 F 5 ' ' 2.5' 1' 1' 2.5' F'�j \ `�s TC 32.0 \ 243 r\�` s c�0 0 3 8.8g , .`L S I ,5p'v '. �\\ 06� 9- 31.77 C - o o •�00' \ \ \ FL 8. 9 TC �'�� `� PAD=41 .6 ° 1 3 �> 27 c - PAD-34.8 ° \ 388 k6o PAD °� \ 26 4 °� 10' \ PAD ��, ' 21 7 \ TC ��> 8 L / 2;1�M VARIES 2% VARIES 2% 2.1�MPX� \ sx00 Go�� \ ,,, 9 � o T=z% _ _ T_-% PAD=34.3 \ �� 32 p1 \ \\ \ �� - 14+ 5. 3 \ rc 42 \ o"` ' PAD-40.9 ��o�\\ s \ `. ',�, \ PAD=41 .1 LANDSCAPE � - 43., ,� 32 0 1`L �O c s x FG SEE SHEET 6 h��v 0.10' ,<c `� h� \ '' C o� \ y \ oo o0 6.OT 263 CD °° ` o �� 0 \ 32.42 v' �i \. ,9 SEE SHEET 1 FOR SECTION 4" THICK PCC (2000 PSI) \�`� 126 \ Tc 244 srn �D0 �Fc�9 \\�`L 2y4' \ FOR SECTION ¢30 L dj p5 3 3 •1 �'` O 38. F REINF. WITH #4 0 12" -o .� \ 2.6g TC \ GAF TC , p PAD=40.6 � c h EAC H WAY w 29.5 rc PAD=35.7 216 J `� �H PAD=35.2 tie \ �C r \ s N SECTION N-N \ zti �� PAD=40.6 \\soo �`� a \ o G s o NO SCALE 7 ° 125 o �0 o \ 245 ss� 215 ,� \ �o`\ �� G o PAD=36.2 \ N\ !z \ \ '�= 3 ' 4 xoo 262 ° H GRADE 12' PAD=36.6 �� PAD=40.3 \c A 38. \\ m < °>�, L=5. 8, PAD LINE (TYP.) s� \ ROUGH GRAD�EP) 158.08' 6. \ �TC` \ PAD=39.8 c/ 3 m �. Tc �� LINE 51.26 p� \ �� \ �� < h 34 12, SEE SHEET 61,2,� PAD o ( elf o L=21.7 h ii� p3, 106.82' 6S• v: < cr' \ �n ' 312 3' L=93.00' FOR SECTION 214 �` �� L=213.20' L. L=21.34, �° TS�O \\ 7.85 9�' 2 T 1 ° '. 71 L=35.39 _ L=52.36 rn h 'c, C r J92 \ PAD=35.4 L-52.06 L=52.05 124 `s' � � ' ` ¢ ? �� ;� 246 N PAD=40.0 Tc 00 cV I L ► _ � \ \ rc 4 \L�3: PAD=39.6 o w PRECISE GRADING FOR LOT 312 I + �„ PAD=37.3 ( i►, PAD=37.2 - I PER SEPARATE GRADING PLAN) I �,, o9�h� o z s o N o o O T Oc p. �` O 00 115 h� 10,:75' N N - �, 2O. , F Z 116 02' 248 249 _; - - = Io PAD=34.4 117 ,0,.00 �s o�h \ �' PAD=34.6 0 _ 118 0 121 6- 122 I �'J o I PAD=37.8 PAD=38.5 213 \ �, 3 6 �� 41.75T'S No n 14 +N 55, o +N o o °° o °' I _ - \ N\TC o co`�,� G 3.1% �,,�� 41.25�� 00 0 ROUGH GRADE PAD=34.9 0 - N 119 0 120 N � -� PAD-36.2 o I ° + W PAD LINE (TYP.) PAD-35.2 PAD=35.5 0 PAD 36.0 - �, 123 I N^ �o I 247 `� PAD-39.5 �, �` 37. u"� a 9� 2 " A/ .SS �� N , PAD=35.7 � _ I r.�jM ,nM 0 3�ssF $: ��y8•; FS ds� �r __. w7.5 �, w - - - - - - - - - - _ c PAD=37.0 I PAD=37.3 � ROUGH GRADE ,� 36�5 16 L=194.08' - - _ _ PAD LINE (TYP.) a 0 ,� FL �o , L=54.78" - - ROUGH GRADE - - - - - - - - - - �� o� Y �'� �o �� ;n _ _ L L L=53.22' - - - - PAD LINE (TYP ) - - _ - - CD LAK E N- L=53.3 L-3.98 - - - --L=-g't 63" J - �Ort7� 55.00' ^? 71.79' =, -t= 3 � w 4 CD 0 3 o/ ��' `* � � co to 22+00 S H 0 R E ao 6' - �- - , - - - - - - - - - - -C 1:03' L=53.35' 0 +58.a� N F681 ��' �F // �'�� '! o N 4 �, �, 0 2 37 3 . ` R 4 C Q .J00 _ _ ry `G �� V, �, 35.36TC cv bo ,� o, co 32+ 3 .26TC �� c�� N NW : UO�O 0 VC + 30 L=52.04' L-52.04 - L=51.23 1 o LAKEHORE �� ,�'` �`, �`, "' 29+00 34.86FL "' �G 30+00 �� LANE S�G h`O�G �o EC=31+1 .28 6.76F �.o sr� ,,�W� fiGF� + 0 22+19.24 �O �� G �. +0 24+00 o� - o� = �o ti S G N o rk1 z o o `� EC-28+89.64 �- 0 1 p 0 = F .� �c o IF4 ,� �v �G 0.509° �G 25+00 �,- �v°O '�°c �°`�V� `V 27+00 28+00 �o 00 0.50� 31+00 BC 31+16.85 1 h ¢ 2 o, 2 ,c� Q F- coo 0 5� �G BC=24+ `r 26+00 �G 0.50% �•c, �G 35.26TC c, N G c, ^� 'G 'G 'S ''� 3' ES r-�v Q 0•G �o �o h O/ � 9, ° L=49.42' o G h L=54.43' `�, 81.28 _ - BC=26+91.66 cv �G 36.397C `�, �;� �' 41.2 ' - _ 40.24 OwiW- U% O• � L=53.,4' o0 0.50% �V v � � FG40.98TC t� � t-�o� Q� huh W - - - - L=53.25' - N c, �K' L-51.62' L=50.53' L=22.87' 27.23' 50.00' 50.00' 50.00' 50.00' L=43.03' '`r 34.76' �o gp.48Ft 1 o T 2 0' �L N}�C F-Q - - > - _ L=39.71' _ r C=53.28' ^'- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - "allo L=35:62 � 9 o ao0 �z _ o_ OUGH GRADE S - L=55.19' L-55.02' L=55.09' L=37.21 - - - - - - - - J - - PAD LINE (TYP.) ��° ^� r o i"C) � ZvROUGH GRADE - - - �* _ _ - - - - ROUGH GRADE EXIST. 46.5 SOUTHERN ,i o; N -o� Lj - - o a N £¢ " PAD LINE (TYP.) ►� - - - - - c„ EASEMENT PER BOOK l©' , `� �Q W gv 114 - - - - J PAD LINE (TYP.) CALIFORNIA GAS g° �, O 24�. 2O� �Uj N �� 0 1 1 6' { PAD=34.4 1087 PAGE 112 �9fs c�aor. _c� 113 ; I _ N 252 0 0 - - - 258 259 260 - 4 }s s W Oorw^ZQ N PAD=34.8 53 53 PAD=34.8 112 250 ao 251 c 0 253 0 254 255 256 257 I� ��? �\ C14111 N o 106 °° PAD=37.1 6 PAD=38.6 o PAD=38.8 PAD=39.0 a o ��' �� 20 33' 3' 20' PAD=34.9 110 107 PAD-36.6 7 PAD=36.9 - PAD=37.4 �' M `�'�� 0 109 0 108 0 0 - PAD=37.6 PAD=37.8 N PAD=38.1 PAD=38.3 ,�,6 f - ��G 2�° PAD=36.3 o c I��5 Fs PAD-35.2 �\ c\ Z f PAD=35.5 PAD=35.8 PAD=35.8 PAD=36.1CD 92 L=19.70' SEE SHEET 1 EXISTING 36" WATER LINE w „ �ti I �L� �`� EXISTING 24" 46 p7' �� FOR ROUGH (PROTECT IN PLACE) FOR ROUGH 30' DRAINAGE o`ti' \ , GAS LINE SEE SHEET 1 EXISTING 36 WATER LINE `� I ° s �o GRADE SECTION ( ) EASEMENT TO 41.0 510 \ GRADE SECTION PROTECT IN PLACE R.C.F.C.D. ' ' 39 F �o y, r, 0 53.00' 53.00' 53.00' 55.00' 50.00' S0.00' oMO J 55.00' 55.00' 53.60' 53.00' 51.50' 50.50' 50.10' LOT o 50.00 50.00 50.00 50.00 50.00 F ti ti 319 a.00' o � �0 8.00 �, h 17-7 46 _ _ z ;f1ti � F LOT 323 I 51.90' 1 10 .75' 1` O G �,� o Ki I w c oFf !co G,St 1 r FC F 1 LOT 323 1 r° - F Al huh r� cv �� \� ° O .. :_ .......__ : .__. .•+ M 0.0 .�`L �. 0.50% �•°c 0.50� M N 1.20� f 0 1+00 o R. ... _ N89'28'44"W _ ., ._..�.w._w...-... _..ww.. .__ ,_._..r�...___ � ,_.�_�__w_e_..__... ��_ _- .._... 1 �._ 0 1.20� � 2 • . PROP0.8Ep 100+86.35 50, 2620.18 _" _ -.�_ ._o-m� __ __ __w. -.._._ ._ z.. _._ Kd ..-. Y c, 22+00 13+00 STORM DRAIN OLD 102+00 __.... _.. ___..-. N E W P 0 R T 103+00 P OPOSED 104+00 10 +00 106+00 107+00 - ST0RM DR ROAD 108+00 1D9+oo 0 LD 110+0o N E W P O R T 111+0o PROPOSED--' p 112+00 , Ojfj Y . N - - � _ STORM DRAIN R O A D EXISTING POWER POLE EXISTING POWER POLE EXISTING POWER POLE _ - (TO BE ADJUSTED AS REQUIRED) TO BE ADJUSTED AS REQUIRED EXISTING POWER POLE EXISTING POWER POLE ( ) (TO BE ADJUSTED AS REQUIRED) TO BE ADJUSTED AS REQUIRED EXISTING POWER POLE EXISTING POWER POLE ( ) (TO BE ADJUSTED AS REQUIRED) TO BE ADJUSTED AS REQUIRED) Underground Service Alert CONSTRUCTION NOTES ( (TO BE ADJUSTED AS REQUIRED) OWNER / DEVELOPER: 9 SOILS ENGINEER: o Call: TOLL FREE GRADING CONTRACTOR TO SCALE: 1" = 40' SOUTHERN CALIFORNIA r�� COORDINATE GRADING WITH CONSTRUCT TYPE "D" CURB ONLY PER RIV. CO. STD. 204 (MODIFY TO USE 6" C.F.) T.H.E. SOILS CO. -800 EXISTING PROPERTY OWNER, 3 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) 0 20' 40' 80' 120' 160' 31750 CENTRAL STREET, SUITE A LAND MANAGEMENT, INC. 227-2600 AND IS TO MAINTAIN ACCESS WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD TO DAIRY AT ALL TIMES. 0.25' A.C. PAVEMENT OVER 0.50' A.B. (CLASS II) f (909) 678-9669 FAX (909) 678-9769 CANYON LAKE, CA 92587 TWO WORKING DAYS (909) 246-1100 * FAX: (909) 246-1104 BEFORE YOU DIG SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 WORK CONTAINED WITHIN THESE PLANS SHEET NO. SHALL NOT COMMENCE UNTIL AN QR 0 pFESS/ N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A ��P�� A. S�q�F RIVERSIDE, CALIFORNIA U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY O F RIVERSIDE 5 GRADING PERMIT HAS BEEN ISSUED. �, y 2 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' ¢ m ROUGH GRADING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. p. 2 317 1984 ELEV.= 1425.301 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 PLAN SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE -MARK-[ `P� CIVIC �Q '� EXP. 1�31/05) RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND BY DATE APPR. DATE gTFOF CAL\Fp�� Ali•'f_ �t dt C' �._. -DATE: �• . .r � SCALE: AS SHOWN W.O. COUNTY 3krX REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RICHARD A. SCIANNI H V SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 rgp5.DWG/05-21 -03/S:40 1" RADIUS 1429.5 3.0' TOP OF BULKHEAD ��PROPERTY LINE OF LOTS „ ... o��`sOO �L „ 12" PAD ELEV. 9s , 12 •.: .I.+`.. PROPOSED WATER SURFACE STREET (PER PLAN) l� -; 6" 22 STREET _ 2:1 SLOPE TO I 1 12" OPERATING WATER LEVEL 0 1428.5 '�•, ., - 4' '' I 12 HARDENED NSLOPE OR-��5 _ N O RT H S H 0 R E - 48 4 - SOIL CEMENT a PAD GRADE „ -;{ `` �-65.62 L=65.63 N°p1 HARDENED SLOPE o L=35.17' BULKHEAD (SEE I 1422.0 6 5' ..:.j. o L=52.48' 97.06' 23 DETAIL 0 LEFT) f--12" G.B. / L=52.49' 53.00' 6S' #3 BARS �0� �r L=52.48' L=52.48' L=52.48' L=52.49' L=27.42' 25.30 3 12" 6„ :;`':;; •: CONTINIOUS 1�p6pE �� I TO FINAL r' DEPTH S„ 6" #3 BARS ® cp. o 48" O.C. y �ti�� 145 144 0 o 0 143 o COMPACTED SELECT SOIL SEEPAGE CONTROL LINING ®rn� o PAD=34.3 PAD=34.3 142 141 - ( "79 o PAD=34.4 ,ri o0 0 0 0 135 SECTION AL LA 12 CLAY LINING INCREASING IN PAD=34.6 _ 140 � 139 `� LAKE EDGE SECTION �O / O �" �� PAD=34.3 "' o 6 138 6 137 c, 136 0 o THICKNESS AS LAKE DEPTH INCREASES) LAKE BULKHEAD DETAIL ;�� 0 3130 ,4`32�� o PAD-34.6 PAD=34.4 Lo PAD=34.3CD C)PAD=34.3 PAD=34.3 PAD=34.3 PAD=34.3 NOT TO SCALE NOT TO SCALE / ,��c, -25.00' 30.7 TC30.g0F , 3�93FS ,,��`�, �c, J A 314 �h L=43.23 0.20FL R=5 p� l �`�6,"1° `sp�h - 9.52' L=49.53' _ it 83TC L-1i.03 S L 4 L-37.26 "' - .� 30 31.02TC 03 N PAD= 30.33FS ,��c� 30.52FS ��`�'- .�'(� S L=2 L=55. 30.79TC`�. ,6, `°�� \ 6g 1 L=138.21' S9' L=55.60' - 30.0 s p' �` L=55.59' L 55.59 L-55.59 L=55.60 L=29 05' 23 7 �5� ° s 30.67 T° 30.29FS R=5.00 30.95TC `3 b, �,L=11.03' 30.45FS LIMIT OF L=399.87' 313 30�T fig. �9F� r SOIL CEMENT 22' 970E ti� g ti „ „ L=12.04' 3 134 00 PAD=34.0 30.00TC L F p ° �� L irk' 30 04FS �� 29.50FS �� `99 1420 �,�0o �'�� J �'' � PAD=34.3 3:1 N410 VY � p� cS �\ 80 �\Q9�`�j ryo� / 7?p� 95 L=11.32' PAD=34.3 8� moo, 4�3S Fs s H �3 `�° 133 1400 L,12g0 24�' PAD=34.3 �,/�1 .5 FS /420 3r 81 Ar. <a �6 � PAD=34.3 1390 ,4 ,�`1- �. ,0 132 PAD=34.3 82 1 Cni 1380 1400 3:1 PAD=34.3 131 , J/ o o 0 70 /390 ,�� PAD=34.3ti0, 83 h `�� 0 1� �� 'o� PAD=34.5 1360 3:1 ��80 3.1 � �Q 130 o '70 TOE o 22. PAD=34.3 SLOPE 0 84 CIV N, ^� PAD=34.8 �� `��' o�� o' htiti 1380 �s 129 Sow �� 3 1 PAD=34.3 85 � �� .1 PAD=35.1 w moo`' 1360 1390 128 1400 PAD=34.3 86 1370 PAD=35.3 t� W 0 3:1 3:1 1 410 127 87 's PAD=34.3 s PAD=35.9 1390 1420 / 1 1 126 rn 1400 L=201.07' Ir PAD=35.2 Co 31 o `�s Q iM 1410 '°� l`rr6, cV 1 •02 co LIMIT OF 1420e- SOIL CEMEN 22' o L=148.69, = 65 L=106.41, �S� L=52.30 `` 1 1 "� 312 L=52.23' 1 L=5071.33 87 0, L=93.00' L2' =2 �' 4�2' _ L_ .11 68 �, L= •25' L= .19' L=50.21 L=227.22' L= .70 =2 6 PAD=35.4 L ' -2 .73 1 L=52.03' L=50.03' L=50.18' L=53.33' L=17 L=21 _21.34' ��• A � ALA 4 L=3 39' L=52.06' L=52.05' L=52.36' ;, 115 94 95 96 N 97 �, �, J _ 104 105 o PAD=34.4 116 117 92 93 PAD=34CD1 .9 PAD=34. PAD-34.5 PAD=34.8 gg 103 _ PAD=35.0 o PAD=34.6 _ 118 121 122 �' PAD=35.0 100 101 �' 102 o PAD=35.3 o PAD=34.9 119 PAD=35.1 o PAD=35.3 _ o PAD=35.6 PAD=35.2 PAD=35.5PAD 120 PAD=36.0 PAD=36.2 PAD=35.4 Co PAD=35.6 PAD=35.8 PAD=35.8 PAD-35.7 PAD ELEV. 3' 5' 17' LAKE EDGE CONSTRUCTION NOTES: (PER PLAN) 2 1 12" ROUGH GRADE 1. COMPACT THE LAKE LINING SUBGRADE PER SOIL ENGINEERS SPECIFICATIONS, 4. EXCAVATE SOIL ON LAKE SIDE OF TRENCH. EXCAVATED SOIL WILL BE SPREAD TO BE APPROVED BY THE OWNER. BENCH ELEV. =1429.5 MINIMUM 90% RELATIVE DENSITY, PER ASTM METHOD D-1557-70. ON SUBGRADE OF LAKE BOTTOM AND USED FOR LAKE LINING MATERAIL. 8. SAMPLE SECTIONS SHALL BE PREPARED FOR APPROVAL OF OWNER OR 4 2. THE TRENCH SHALL BE PREPARED FOR THE REQUIRED LAKE WALL FINISH BY 5. INSTALL SELECT SOIL LINING IN TWO (2) SIX (6) INCH COMPACTED LIFTS, EACH AUTHORIZED REPRESENTATIVE PRIOR TO STAINING THE ACTUAL LAKE 1 ERODING LAKE SIDE OF TRENCH TO SIMULATE VERTICAL MUD BANK. TO AT LEAST 95% RELATIVE DENSITY, PER SECTION "L"-"L" EDGE BULKHEAD. „� 1 3. FILL TRENCH WITH CONCRETE, CLASS 480-C-2000 PER STANDARD SPECIFICATIONS, CONSTRUCTION OF SOIL CEMENT SLOPE PROTECTION (ITEM 6) SHALL BE DONE 9. VEHICLE TRAFFIC SHALL NOT BE ALLOWED WITHIN TEN (10) FEET BACK OF TREN12 ` VIBRATE AND FINISH TOP WITH 1" RADIUS AS SHOWN UNLESS OTHERWISE CONCURRENTLY WITH INSTALLATION OF SECOND SIX (6) INCH LIFT. LAKE WALL AFTER FRONT OF LAKE WALL HAS BEEN EXCAVATED AND BEFORE OWNER / DEVELOPER: Underground Service Alert BULKHEAD CONCRETE 1421.0 ( ) LAKE LINING HAS BEEN INSTALLED. ANY SUCH TRAFFIC COULD RESULT IN 4 INDICATED ON THE WALL SECTION OF DRAWINGS. 6. CONSTRUCT SIX 6 INCH THICK SOIL CEMENT SLOPE PROTECTION AS PER SOILS ENGINEER: Call: TOLL FREE OVERBUILD FOR BULKHEAD 1 G.B.-ROUGH SUBMIT CONCRETE MIX DESIGN FOR LAKE ENGINEER'S APPROVAL PRIOR TO THE LAKE ENGINEER'S PLANS AND SPECIFICATIONS AND APPROVAL OF SOILS DAMAGE TO THE LAKE EDGE WALL. SOUTHERN CALIFORNIA o CONSTRUCTION 3 TO PLACEMENT OF ANY SECTIONS OF LAKE WALL. ENGINEER. ANY PORTION OF THE SOIL CEMENT LAYER SUBSEQUENTLY ALTERED 10. PLACE LAKE WALL PIPING PENETRATIONS, ErC. AS SHOWN ON LAKE ENGINEER'S T.H.E. SOILS CO' -800 FINAL ROUGH GRADE 1 OR DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED TO THE PLAN. 31750 CENTRAL STREET, SUITE A LAND MANAGEMENT, INC. 227-2600 A N FOOT SAMPLE SECTION OF THE LAKE EDGE SHALL BE PREPARED FOR THE FULL SIX (6) INCH DEPTH WITH CLASS 520-A-2500 CONCRETE. WILDOMAR, CA 92595 31676 RAILROAD CANYON ROAD LAKE EDGE CONSTRUCTION OWNERS APPROVAL PRIOR TO POURING ADDITIONAL PORTIONS OF THE LAKE WALL. (909) 678-9669 FAX (909) 678-9769 CANYON LAKE, CA 92587 TWO WORKING DAYS APPROVED SAMPLE SECTION SHALL SERVE AS BASIS OF ACCEPTANCE FOR ALL 7. THE EXPOSED FREEFORM LAKE EDGE SHALL BE STAINED USING EARTH TONES (909) 246-1100 + FAX: (909) 246-1104 BEFORE YOU DIG NOT TO SCALE OTHER PORTIONS OF LAKE WALL. WITH ACID CONCRETE STAIN, DILUTED ACRYLIC BASED STAINS OR PERMEON, SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: SHEET NO. SHALL NOT COMMENCE I UNTILSANPLANS QR DEPARTMENT eR TRACT 29837 I P 020074 pFESS/ON TRANSPORTATION OFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O p 0 q� �p o A. S q� 11651 STERLING AVENUE SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY O F RIVERSIDE / F,O Ty F Q� Ci F` RIVERSIDE, CALIFORNIA 92503 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. 6 GRADING PERMIT HAS BEEN ISSUED. ��, ��, y� APPROVED BY: `�, �� 9y w r 2 m w y m (909) 785-5122 * FAX (909) 785-5180 ELEv.= 1425.152 ROUGH GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. 33950 25917 IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp� 12/31/01 * PREPARED BY: R.C.E. NO. 25917 LAKE PLAN SHEET OF 6 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE �9 CIVI\- ��P DATE JET CIVI\_ ��P EXP. 12 31 01 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND Qt� F Q� /� .� ' .,, -, SCALE: AS SHOWN W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. OF CALIF OF CA L `-��` '� -- ~-DATE: H. V. FILE N0.ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI JN571/571 rgp6.DWG/07-31 -02/S:40 GENERAL NOTES P M Z STIJI_�",', EET LIGHTING PLAN 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT 3 STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND U, OR SUBSEQUENT AMENDMENTS. _ 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY'S RIGHT-OF-WAY. w 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-260QT A C T 2 9 C") 3 7 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL I N RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. I c~n 4. THIS PROJECT HAS BEEN DETERMINED TO BE WITHIN 30 MILES OF MT. PALOMAR. I w 5. S.C.E. PLANNER W.O.#: I z LEGEND AND QUANTITIES N ( ) LOT 318 181 182 183 188 O INSTALL 120 VOLT, 55 WATT, L.P.S.V. 8000 LUMEN I -" I Q A PART 184 185 186 187 189 190 191 192 193 194 195 196 197 198 199 200 317 �, 290 289 288 287 286 285 284 283 279 278 22+64.26 STREET LIGHT PER COUNTY RIVERSIDE STD. 1000. I (NOT ) o I 2$2 2 8 1 2$0 TRACT 2983 I I o 4 5 + CD 277 M + INSTALL 120 VOLT, 135 WATT, L.P.S.V. 22500 LUMEN I Z N 13+00 14+ 20+00 N 22+00 23+00 ` �� N N STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1001. pox 11+00 12+00 — — 15+00 19+�— -,- N -� 24+00 + I B9e� — N n TTO N V�/p 0 — 1 s+ _ ,7+00 _,s+ _ " +� --" " 2s+oo 0 TRACT 29837 4 EACH PAR r r r_ I UQ �� 44 x� " 22+62.68 25+00 — N — 27+00 50' (�) EXISTING STREET LIGHTS I 43 201 27 6 p 24' 24' N ��J�iJ� 1 �3 I o 17 6 1751 4 17 3 17 � 1 6 3 1 6 2 1 61 ( 26+98.73 Q (x> FUTURE STREET LIGHTS — � I J Q 42 X� 179 178 177 171 170 1 691 68 1 67 1 66 165 1 64 0 291292 275 �I 0 - - - - - - - - - - - - I ( (X) OQO �0 180 ' 202 293 294 295 296 297 1o+90.83 N U t 274 ( ) W 41 Sx� 77 230 o X ck� !:'k-: 149 150 315 � 203 to 40 ,�� x �x�1� 147 148 151 152 153 154 155 158 159 1 60 229 \ 22' 22' 273 o 0 � 146 N 156 157 N 231 299 298 N O 39 22i y 78 204 301 300 N _ r•r, I �� ?2 4 6 $ 20+0o N 2t+oo _ 25+0o N 2 3 2 2 2 8 x��, 3 0 2 251 r r 3 8 �' 4 7 'P/G �9k°° 0 23+00 24+00 --- 1— X� .� 2 0 5 9+00 _ „+o0 12+00 m X� N 22+°° R T S H 0 R E ST R SET 2s+oo ��h1 'g, LE R AVENUE + 1 (x) 37 �� 48 76 ��k°° � 144 Kok 233 227 206 �ko° IV , 7 9 145 143 0 18+57.84 36 Xg� 49 75 142 141 140 139 138 137 136 135 ''X�� 234 226 ,�X� 207 304 305 �� 272 1 74 �"�� 313 314 �� 235 o 1 3550 225 208 303 271 134 -1 34 x11! 51 73 �9� 236 224 's"�� 209 306 270 1 0 33 � ��" 80 133 237 kti�6� 210 o o Q� 52 �? 81 X 223 �� y�. 307 22. �. 269 ui Q 1 32 hxo 71 x��9 132 Gg 238 222 ��Xg 21 1 14+91 Q 1 31 & 53 x� 82 1 308 0 268 (x) o 54 70 131 239 221 �x 212 �X Z 30 r� 55 69 83 240 220 �� 309 267 1 130 ui w l I 29 56 68 •,max 84 o � 2 41 219 ti�� 310 o Q PARCr I >> 9 w W I + g 57 85 129 �sX� ��X� 266 0 0 �',J��1, �1�3f� m L,J 28 67 �� ,�x 128 �� 242 218 �2��k� + Of J m l 8 6 '�x 2 43 �. 2 6 5 14+67.0 Z 1 27 58 66 127 <00 217 ��X� 264 �, w I o� 0 87 263 V) Z 01 � 26 N 59 65 126 244 216 w Z I I g g " 2 45 215 . Z % I 22' 22' 125 $ 1oX tiok` 62 o Z � 1 0 25 60 64 ti4 m 1 0+ 11+17.48 8 9 311 M "+ 0 312 124 246 214 261 CD 24 i 61 63 93 94 �95 96 97 98 104 105 1 15 1 16 248 249 �„ 62 22' 22' 90 91 92 0 99 100 101 102 103 1 17 0 ,� 1 23 � � 118119120 121 122 213 2 47 (x) Al + N 123 + o C, 1 +- 16+00co 11+00 N — 12+00 — 17+00 N 21+00 23+00 + _ — " — o ^I 14+00 15+00 19+00 20+00 " +� — 24+00 "' 28+00 29+00 " 31+00 32+� o N 25+0o v+oo _ 31 6 N 2 2 o N K ES H OR E 13+00 — I..AN E is+00 2s+oo �— N E 30+0o N I w � � LAKESH , I �n 50' 10 ` of 11+00.00 1 13 12 1 1 1 106 2.50 251 252 253 254 255 256 257 258 260 16 15 14 13 12 1 1 �t 11+08.64 9 8 7 6 5 ^ 4 3 2 1 1 10 1 pg 108 107 259 21 20 19 18 17 + 1 10+42.30 85+00 86{00 0 7 00 88+00 89+� 90+ 91+00 92+00 N 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 01+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+(� 110+00 N 111+00 112+00 113+0 NO STREET LIGHTS WITHIN 300' ( ) ( ) g o ( ) o ( ) ( ) o� ( ) g ( ) NO STREET LIGHTS � + N + o WITHIN 300' 0 o Q GRAND AVE. OLD NEWPORT ROAD CLEAR PLEASENT LAKE LANE VIEW LANE O L D NEWPORT ROAD SIMPSON RD. 0 Underground Service Alert BEFORE YO Py =; Ga Call: TOLL FREELd 1 —8 0 0 s INJI NI r r GAP `� �u 227-2600 (�,s � m SALT C Z o « TWO WORKING DAYS BEFORE YOU DIG NEWPORT ROAD 0 PROJECT OWNER / DEVELOPER: SITECD SOUTHERN CALIFORNIA SCALE: 1 "_ 1 00' VICINITY MAP m LAND MANAGEMENT, INC. 1%w!!!! NOT TO SCALE A THOMAS BROS. GUIDE MAP, 2001 EDITION 31676 RAILROAD CANYON ROAD 0 50' 160, 260' 30'0' 400' CANYON LAKE, CA 92587 PAGE 868, GRID & J2 3W R (909) 246-1100 * FAX: (909) 246-1104 SEC. 36 T5S NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRACT 29837 I P 020074 SHALL NOT COMMENCE UNTIL AN QROFESS/p�, TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A ��`�c,� A' Or 9�F ��`�P�� A. S�q�F 1 1651 RIVERSIDE, RLING CALIFORNIA VENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" GRADING PERMIT HAS BEEN ISSUED. `� ti PROVED BY: �<v �� 9y * COUNTY O F RIVERSIDE (909) 785-5122 FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m ? m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 9��3 No. 25917 1984 ELEV.= 1425.301 STREET LIGHTING PLAN IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * H ED O MAN * Exp. 12/31/05 t F3E 4_Is-o4 MOVED SIGHTS �4�J, ra �oTs ►12,2(2 290 cc. DATE * PREPARED BY: R.C.E. N0. 25917 OF _ _ SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE PR. DATE �9T CIVIC ��P `PqT CIVIL ��P r - EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FOF CAS\Fob .- - `!'G?�Z FOF CAUFO� /' /P r r * '' FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. `'R_ R .erg DATE. H: 100 V: SO. CAL. LAND MANAGEMENT FILE NO.Y31- .TmT1 ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI JN571/571 STLT.DWG/RAS/04-03-03/S:100 AMERICANS WITH DISABILITIES NOTES LANDSCAPE PLANS FOR. VALLEY WIDE INSPECTION LIST 1. Irrigation Inspections: 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO a. Site inspections and notification time. i. Pre-construction conference 7 days ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO ii. Pressure line installation and testing 48 hours FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION iii. Controller installation 48 hours SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN iv. Lateral line and sprinkler installation 48 hours SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO V. Coverage test 48 hours THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. vi. Final Inspection 7 days HORT N CONTINENTA b. No field inspections will commence unless record drawings are current and available for 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING observation upon request by the Owner's representative. TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION 2• Planting Inspections BY THE COUNTY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. TRACT NOO 29837 a• Request for inspections must have 48 hour notice in advance. b. Contractor must be on site for all inspections. 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR C. Any work not completed when inspector arrives which was requested for, shall be billed to MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB-CONTRACTOR DURING the contractor at the current inspector's rate. GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR d• Any work completed without inspection or approval shall be removed, exposed or replaced at the cost of the contractor. ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS NEWPORT & DFJUGS ROjAD e• Contractor shall call for inspection for the following items: OF THIS PROJECT BY THE COUNTY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. i• Final grading COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE il• Weed-abatement Observation RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS. iii. Tree and shrub layout iv. Tree and shrub planting pits V. Finish grade prior to hydro-seeding vi. Final inspection F"EIRSIDE COUNTY CALIFORNIA 3• Submittals: INDEX a. M" All submittals shall be submitted within 15 days after receipt of executed contract. In. Contractor shall submit the following items but not limited to: SECTION 17 T-7S, R'2W Plant material proof of purchase with listed nurseries and material sizes approved ii. All soil amendments iii• Bark mulch iv. Soil report V. Labels for all herbicide and fertilizers used SCAPE ARCHITECT OVER vi. Hydro-seed mix SHT. L �01a - JOB HANM & ASSOCIATES, INC. L-2.4 HORTON CO AL 444 S. CEDROS AVE., STUDIO 260 5927, PRIESTLY DRIVE, NO. 200 SOLANA BEACH, CA 92075 CARLSBAD, CA 92009 (858) 259-1967 FAX (858) 259-5656 (760) 931-1980 FAX (760) 930-8026 SHT. LMD ARFA VICINHY CALCULATIONS VALLEY WIDE LNID SQUARE FOOTAGE — — OVERALL INCLUDING SCAPE) 163161 S.F. LMD AREA SIMPSON RI) !—> PLANTING ONLY = 1359189 S.F. 215 rn D \ ° D °�, ��GP� r- INDEX OF SHEETS: P� o Z SHEET NO.(S) DESCRIPTION J - m, L-0.0. TITLE SHEET PROJECT L-1 .0 IRRIGATION PLAN NEWPORT RD M � LOCATION L-1 .1 IRRIGATION PLAN Z L-1 .2 IRRIGATION PLAN Underground Service Alert z m L-1 .3 IRRIGATION PLAN o L-1 .4 IRRIGATION PLAN •' L-1 .5 IRRIGATION PLAN � EM Call: TOLL FREE NOTE: LA PEIDRq RD L-1 .6 IRRIGATION DETAILS 1 -800 CONTINUED LANDSCAPE MAINTENANCE WILL BE L-1 .7 IRRIGATION DETAILS Ili 227-2600 PROVIDED BY THE VALLEY-WIDE RECREATION AND ALBION RD PARK DISTRICT PER LETTER DATED 22 AUGUST 2003. HOLLAND RD L-2.0 PLANTING PLAN NORTH L-2.1 PLANTING PLAN TWO WORKING DAYS BEFORE YOU DIG NOTE: CASH PAYMENT WAS COLLECTED FOR NEWPORT L-2.2 PLANTING PLAN SOILS ENGINEER: VALLEY—WIDE RECREATION ROAD LANDSCAPING AND IMPROVEMENTS PER L-2.3 PLANTING PLAN T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A CONDITION 50 TRANS 3. THE AMOUNT OF L-2.4 PLANTING PLAN WILDOMAR, CA92595 $249,003 IN ACCOUNT CASH IN LIEU / TR 29837 / L-2.5 PLANTING LEGEND & DETAILS (909) 678-9669 FAX (909)678-9769 DESIGN APPROVAL BLOCK N.T.S. 20000-3130100000-230106, RECEIPT # 39133. L-2,6 PLANTING DETAILS JHA JOB No. NOTE. Samuel W. Goepp.` . Date: 670 WORK CONTAINED WITHIN THESE PLANS 11I_7" 04 SHALL NOT COMMENCE UNTIL AN CovN7Y sEaL COUNTY OF RIVERSIDE SEA 0 H N H A N N A + ASS 0 C I A T E S BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A TRANSPORTATION DEPARTMENT F� °�HA L A N D S C A P E A R C H I T E C T U R E ELEVATION: 1425.301 1984 GRADING PERMIT HAS BEEN ISSUED. 6PkROVED BY: �� 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS w KHALED A. OTHMAN / Q .S A (B58) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS L_0.0 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09/07/04 JHA PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING r N0 33950 M A & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/10/04 JHA PLAN CHECK It REWSIONS - ROAD ALLIGNMET RENSIONS, NOTES, IRRIGATION&PLANTING DATE: PREPARED BY: TITLE SHEET DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE 4L Exp. 6-30-06 ,� 9-29-03 1 of 1 6 Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL ,/ a RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY sT �P v/ / 3��S � AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY � CI��E� Glr �" JOHN HANNA, R.L.A. DATE: SCALE: FOR: W.O.# COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 FILE NO. lot CONCRETE LIMIT OF RK LIMIT OF WORK DER — __— — -- A LIMIT OF WORK LIMIT OF WORK ill HATGHEP ,AREA — NO IRRIGATION _j FUTURE STREET IMPOVEMENT IRRICGATION FOR THIS AREA TO � FUTURE NEWPORT ROAD BE INSTALLED 5Y THE COUNTY OF RIVERSIPE — REFERENCE ALIGNMENT -Wpo3CHECK NO. 1 Q51 P.R. HORTON CONTINENTAL SERIES. — 7 s ell a � O 10 20 40 NORTH lu } SCALE: 1" = 20' LIMIT OF WORK 00 --__ VSw ...._- _.____._ _____. _ —__ 1100, it LIMIT OF WORK _-r FUTURE NEWPORT - ROAD ALIGNMENT STUB 2 1/ LINE @ LINE SIZE GATE SAL\/E IN \/ALYE 73OX — — ----- — _ _ _ LABELLM7 "FUTURE NF.^FORT FRONTAGE SUPPLY — ^ATER " NOT SHO^N: STUB ONE COMMON ANP TkNENTY CONTROL ^IRES FOR FUTURE USE FOR ALL \/AL \/ES ON NEWPORT FRONTAGE. Underground Service Alert LOCTAM IN \/AL\/E BOX LABELLED " FUTURE NE^FORT e Call: TOLL FREE FRONTAGE SUPPLY — POJ�IER". NOTE: 227-2 0600 IRR16ATION LINES SHOWN ARE SCHEMATIC. ' -2 ALL LINES ARE TO BE IN PLANTEt7 AREAS, EXCEPT TO CROSS PAYING. TWO WORKING DAYS BEFORE YOU DIG PR0\/II7E FOUR (4) ORANGE EXTA WIRES WITH BLACK FUTURE WIRES.RE\/IEW AN17 APPRO\/AL BY TRANSPORTATION DEPARTMENT 15 FOR WORK WITHIN ROAD RIG 0 10 20 40HT—OF—WAY ONLY. NORTH SOILS ENGINEER: VALLEY—WIDE RECREATION SCALE: 1" = 20' T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS L-1.0—L-1.4. WILDOMAR, CA 92595 FOR IRRIGATION LEGEND 4 NOTES SEE 5H L-1.5. (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK JHA JOB No. FOR IRRIGATION OETAIL5 SEE SHEET L-1.6 L-1.'?. NOTE: Samuel W. Gowp,;:� ~ Date: FOR ALL LANDSCAPE STANt7ARPS, SPECIFICATIONS 4 DETAILS REFER TO: VALLEY—WIVE RECREATION 4 PARK I715TRICT STANVARP LANDSCAPE SPECIFICATIONS. 670 WORK CONTAINED WITHIN THESE PLANS 2 11 " 0 4 SHALL NOT COMMENCE UNTIL AN COUNTY sEA�: COUNTY OF RIVERSIDE Sr 1 0 H N H A N N A + ASS 0 C I A T E S • ' BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A pRCFESS/ TRANSPORTATION DEPARTMENT 41 yqq`k-� LANDSCAPE ARCHITECTURE ELEVATION. 1425.301 1984 GRADING PERMIT HAS BEEN ISSUED. �� APPROVED BY: �t o��G H v 444 South Cedros Avenue, studio 260 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 Solana Beach, Colifomia 92075 LINDENBERGER RD. A 1 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. L— .0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS 6 KHALED A. OTHMAN , mope (858) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN os/D7/oa MA PLAN CHECK J2 REVISIONS — IRRIGATION, INC. DETAILS, PLANTING — IRRIGATION PLAN 33950 DATE: EPARED BY: & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/10/04 dFIA FLAN CHECK/1 REVISIONS— ROAD ALIJGNMEi RENSIONS, NOTES, IRRIGAAON k PLANDNG NO. -� 11, DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE I BY IMARK APPR DATE 4L Exp. 9-29-03 6-30-06 2 of 1 6Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY Sj CIVIL �Q 0� ,q� �� '��-CiY�t.�/� J "3� - Ap C�- JOHN HANNA R.L.A. DATE: FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: ill = 20' FILE NO. l i CD C\I N N O� 34 CN 1� !� CN ,0 A. '4r LIM14 OF WORK 1 '2 1 LIMIT OF AORK 1 /4 11/4 11/4 1 /4 ' 1 4 /4, 3/4 3/ n / 1 n 11/ n ;n I 1'/4 n 4 11/4 1 /2 n n 11/4„ Q 21 4 , - ■(1 1114 1 ii n ii 3 n 3, ii "- 3/� " n - - —2_ V>t_ S 1 /4 5 1 /4 5 11,2 11/ 1 i i 5 1 5 /� 5 5 5 5 1 5 5 -�__ O 1„ /q " 3/� ��, 3V4 LU 5 - � 3/4 3/ �1 3j4" 3/ n 3/ n AN AIII'd I '� � k 0 , LIMIT OF WORK _4i/2 11/z " 3/4 1�� 11/411 1'/411 1" LIMIT OF AO� 1/2ii / 21,2 �� f)— 2 — — — N v LINDENBERGER ROAD m ! 1 I �� I 1 Point of Connection 'A' INSTALL A 11/2"DOMESTIC WATER METER-LOCATE PER CIVIL PLANS. INSTALL A 11/2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE.-VERIFY LOCATIONS WITH CITY INSPECTOR. VERIFY FINAL LOCATIONS \ Static Pressure: 86.6 PSI \ Design Pressure: 63.5 PSI 0 10 20 -40 Maximum Demand: 34 GPM PRESSURE DATA OBTAINED FROM: Eastern Municipal Water District SGLE• 1" = 20' NORTH Brian Raines 909-928-3777 DATE OBTAINED 8/8/03 M '4 SUPPLY WATER GRADE LINE @ 1627-MENIFFFE VILLAGE\ _ _ _ R LAKESHORE LANE @ ELEV.1427 Meter'A' 86.6 psi ^, F ' `■ ANGLER AVE.@ELEV.1442 Meter'B' 80.1 psi i . Controller 'A' � O / INSTALL A CALSENSE (40)STATION CONTROLLER SEE DETAIL 1-25 FOR CONTROLLER SPECIFICATIONS / AND INSTALLATION GUIDELINES. tu COORDINATE WITH ELECTR!CAL PLANS. CONTRACTOR TO tu MAKE FINAL HOOK UP. INCLUDE A WCS'RAIN GUARD'RAINitu / SHUT OFF DEVICE. T_ lu 21 20 19 18 17 tu 16 15 31 ` / 1 '4 1'�Z �� 1 /2 �i LIMIT OF AO K LIMIT OF O � 11� w y —,-- - - v 105 3/4 n 3/4" 3 if 3/4 i i - - -- --- 11/4 I I 11/4 i i - - - 1 3/4 -2 3/4 - 3/ - - - - / n - 4 n i i 3 -�-- O 3 'J� it ii 1 II 'I " 4 u 34 / 11/4 1 ' /4�� /4 ii 3/4 n 3/4 ii t 4 6.394 3/ 3/4 1�� 1�� 1 /4 11/4 11 111 3 1� 3 11 3/ 11 i 11 ,.� 4 2 2 2 2 2 2 2 2 2 2 2 2 2 /4 4 L Q,;FD319 1 1 1/ " 3 ii 3/ " 3/ 3 2 O2 2 O 4 1 /4 4 4 I /4 -- - --- _ __--_- __- _ ._ 2 2 �_- 1" 1 eft If 1 /41 i 1 /4 11/4 11 3/4 If /4 ' 1 /4 11/4 n 1 n I n 3/4 n =3/4„ - S I D E W A L K 1/ i i LIMIT OFINI K 2 '2 /2 11/2 3/47"7 /4 / �- — - — — O — — _ 2 1/2 21/2 O 21/2HT OY n ry _ _ _ Underground Service Alert OLD NEWPORT ROAD — — — — — — — — Cali: TOLL FREE 1 -800 NOTE: I' 227-2600 IRRIGATION LINES SHOWN ,ARE SCHEMATIC. ALL LINES ARE TO BE IN PLANTED AREAS, EXCEPT TO CROSS PA\/IN6. TWO WORKING DAYS BEFORE YOU DIG PRO\/II7E FOUR 64) ORANGE EXTA HIRES WITH BLACK FUTURE WIRES. 0 10 20 .40 NORTH SOILS ENGINEER: VALLEY-WIDE RECREATION REVIEW ANi7 APPRO\/AL BY TRANSPORTATION DEPARTMENT IS FOR AORK AITHIN ROAD RIGHT-OF-HAY ONLY. SCALE: 1" = 20' T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS WILDOMAR, CA 92595 FOR IRRIGATION LEGEND 4 NOTES SEE SHEET L-13. (909)678-9669 FAX(909)678-9769 DESIGN - APPROVAL BLOCK FOR IRRIGATION :DETAILS SEE SHEET L-1.6 4 L-1."T. JHA JOB No. NOTE: Samuel W. Goep�.` Date: FOR ALL L NI7SG,d,PE STl�NI7ARPS, SPECIFICATIONS 4 PETAILS REFER TO: VALEYI'—AIDE RECREATION 4 PARK 171STRICT STANI7AMP LANDSCAPE SPECIFICATIONS. 670 WORK CONTAINED WITHIN THESE PLANS 2 11 SHALL NOT COMMENCE UNTIL AN COUNTY SEAS: COUNTY OF RIVERSIDE S � "`'�._ , # � 0 H N H A N N A + ASSOCIATES ■ ■ ■ BENCHMARK: CO UIV 1 �h OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PZCFESS/ TRANSPORTATION DEPARTMENT =t` s A LAN DSCAPE AR CHITECTU RE ELEVATION. 1425.301 ls$4 lY'A RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & GRADING PERMIT HAS BEEN ISSUED. e`er° F APPROVED BY: 44a South Cedros Avenue, Studio 26o TRACT 29$37 IP 020074 Solana Beach, California 92075 ' LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. LANDSCAPE PLANS w THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN (858) 259-1967 fax (858) 259-5656 L "' RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN Ds/D7/o+ �r+a PLAN CHECK j2 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING r a ��6 ' D A /` & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/10/04 J1A PLAN CHECK j1 REVISIONS- ROAD ALLIGNMET REVISIONS, NOTES, IRRIGATION g PLANTING No. 33950 DATE: PREPARED BY: IRRIGATION PLAN DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE Exp. 6-30-06 ,� 9-29-03 3 of 1 6 Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE T RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY s�q� clvll \� �P � ' _SF.f# JOHN HANNA, R.L.A. DATE: SCALE: " — 20' FOR: W.O.# COUNTY 931 .., ;= AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 FILE NO. L Y Q �L z 0 117- L uu lu 1113 lu (n HOA MA NTAINED 12 10 lu 9 lu 13 I 7 8 14 6 lu 5 ' 3 � lu 11/2 112 11/2 11 2 S 1 2 Z� 4 „ '� 4 GONGRETE CDGONGRETE 4 � � 2 5 � `- 2 1 /2 2 6 3/�n HEADER HEADER 11,2 v LI IT OF WORK I 3/4 '-- -- -� - - 3, I I 3/ 1 i 11 3 Ti 3 II II li I n n „ '4 ® 4 2 2 II 3 II /4 /4 II I// 1 4 /fin 11 1„ ii ,1 1i, 3/fin 3/fin 3,�11 3/ail 111 2 •4 /� 111 111 11/4 � 4 2 11/�, 111 !„ 3 ,I 4 I/Z L'�0 324 � 2 ---� „ A14± — — — — — — — — — — — — — — — — — — — i1 11 i n I 11 3 i� 3, 11 3,��i �/ If I� 'I n 4 1 _ 4 - SIDEWAILK - Ir 11, Ii 3/ �i 3, , 3jiii _ -- " /AIM IT OF WORK 3/4 —O— O /z m z /z 2 Jr4 MPHT OF WAY2 2„ OLD NEWPORT ROAD L lu > �— W 1 O 10 20 40 NORTH Z z j QQ SOLE: 1" = 20' 1 Cn _3 \\"--) lIJ Q 1 HOA MAI TAINED 114 _j .�.n V1 2 I 3 m 4 lU 1 5 113 z �� 111 _ 1 112 110 lu � J V �1 21 4 GONGRETE GONGRETE 37 5 H H 111� � EADER EADER 4 I/2 34 1 21 3 I LIMIT OF WORK 5 3/ 15 In \ 1 /2 ,, .38 UZZ3/�I� '3 1I - — - - _ - 1 n 3/� 3,4 n 3/fin 3/4 1 i1 11,E ii 1 n ® ® / i /� �� ii I --IL _�_ — - LOT 1 3/fin 3,�1i 3,�ii 1n 11, it n 4 1 11/4 1114n 11/4 1il 1n 3,4n 3/�i, �j� 2 2 2 1 5119 „ / 3,�ii 111 1" ^ 11/ 'I^ OT 2/3 11/� n 11 111 3/1 11 3,�1� 3��n [ L — _-- W tiL K LJ, T •�J=L� — z �m n 2 z 2 a , - - - —,� 2 2 I/z l I — 2 I/ I I I/ 11 RIGHT OF WAY N 2 �z RIGHT OF WAY cv 2 N — — — — — OLD NEWPORT ROAD Underground Service Alert •` o . Call: TOLL FREE 1 -800 NOTE: I' 227-2600 IRRICGATION LINES SHOWN ARE SCHEMATIC. ALL LINES ARE TO BE IN PL4NTEP AREAS, EXCEPT TO GR055 PA\/ING. TWO WORKING DAYS BEFORE YOU DIG PRO\/II7E FOUR (4) ORANGE EXTA AIRES WITH BLACel< FUTURE WIRES. 0 10 2 40 RE\/IEA ,ENO APPROVAL BY TRANSPORTATION n D EPARTMENT 15 FOR WORK WITHIN ROA RIGHT-OF-^AY ONLY. SCALE: 1 1" = 20' NORTH solLs ENG VALLEY-WIDE RECREATION INEER: T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS WILDOMAR, CA 92595 FOR IRRIGATION LEGENL7 4 NOTES SEE SHEET L-1.5. (909)678-9669 FAX(909)678-9769 DESIGN AP P R 0 VAL BLOCK � . FOR IRRISPATION DETAILS SEE SHEET L-1.6 4 L-1.07. JHA JOB No. NOTE: Samuel W. Goe Date:, FOR ALL LN�SGPE ST,�NI7,�RI75, SPEGIFIGTIONS I�ET�41L5 REFER TO: YLLEY-AIt7E REGRETION PARK I�15TRIGT STNI� RD LNDSG�►PE SPEGIFIG,�TIONS. G7O 11-04 WORK CONTAINED WITHIN THESE PLANS Z SHALL NOT COMMENCE UNTIL AN COUNTY SEA: COUNTY OF RIVERSIDE JOHN HANNA + ASSOCIATES ' • • • • BENCHMARK: COUNTY OF RIVERSIDE LANDSCAPE ARCHITECTURE Sheet No. ENCROACHMENT PERMIT AND/OR A PRc�Ess� TRANSPORTATION DEPARTMENT ; ° ELEVATION. 1425,3D1 1964 GRADING PERMIT HAS BEEN ISSUED. e`er° F APPROVED BY: �° ��G H N �� 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. M-14-0 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 � � �� w� <c �� - Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MDN. LANDSCAPE PLANS L � �2 KHALED A. OT]MAN Y n (858) 259-1967 fax (858) 259-5656 THE PRIVATE ENGINEER SIGNING THESE PLANS IS /4 = I RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN D-/m/D4 MA PLAN CHECK 12 REVISIONS— IRRIGATION, INC. DETAILS, PLANTING r a Vn ::i & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/io/o4 HA PLAN CHECK 11 REVISIONS— ROAD ALUGNMET REVISIONS, NOTES, IRRIGATION&PLANTING No. 33950 DATE: -_- PREPARED BY: IRRIGATION PLAN DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR * Exp. 6-30-06 A% 4 of�:f Sheets DURING CONSTRUCTION, THE PRNATE ENGINEER SHALL BE DATE BY MARK APPR DATE / D 9-29-03 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY j CIVIL �P i�� c�_ � _�� T q� F F F JOHN HANNA, R.L.A. DATE: SCALE: 1" = 20' FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA CP�� RECOMMENDED: DATE: R.L.A. NO. 1648 FILE NO. .�. N �1 �- 254 ltuu I 255 107 2� 109 2 1 5 108 252 X 106 250 In 35 15 33 Ill 1 ,2 34 1 ,2 i1 34 lu In 1� 8 34 8 32 � O I , �2 I 3� 11�2 I' 3 ! 1,2 3� 11 S1113 nj LIMIT OF WORK"irrI 1 2� to LIMIT OF WORK II II --� a 3/ - - - - I. II I� .I —- - - - / 4 � �I,4 � /.�II � 1 � 3/41 3,4 3j411 3/ n n ,I ! it si 1 II u i I' 3/�li 3/� II � / II 3/4" I I '� I 1 /�4 11/sl /4 j 4 3, I" V II I n II ,n 41� 4n / 3 , / n 2 / 2 3, 2 341I 3, II � u 1 � �1,41I 1�� 3/4,i 3, Is tl ' _.. lu _..... __.__ _ _..-.---_.. _ -- --,,, _-_.2. _...__ ._._.-_ .._2_ ______ _-_ -_-- _ __ __ _ __-.- 2 2 2314 5 II n E W A L K _ — — --- INS INS _ / 0/2 I I 1 I/2 ,s 3 11 _ LIMIT OF 1 /2 1 /2 ry /2 2 It V — — — — —' LIMIT WORK F— 10 RIGHT OF WAY is OLD NEWPORT ROAD 0 10 20 40 NORTH SCALE: 1" = 20' M,A G LIN —S SI�EE"f L-1 . Ica �I I 1/2 IU \ C) 256 258 259 260 � ,II 257 : )TI-\ 5 \ t 11,2ii 32 � . 3,4 3/4 I1, �� I1/2 �� K LIMIT i4F K --- ---- - " 111411 II 3/ 3 n 3 u : n �� 11/4 n 1 1" /4 �� 1 I I I 11/2 11 114 a 11/4 n 1 n 111 3/4 n 2 11/4 3/4 n 3/4 IL T 3 2 3,4 n a i l n 1 11/4 l i I I \ \ 2 2 /4 1 2 1114 ,.I ,It 3 s I a w K 4 - — _ __ _ _. . , it II K — -- 11/2 1 1/2 21/2 RIGHT O Y n OLD NEWPORT ROAD Underground Service Alert e Call: TOLL FREE 1 -800 NOTE: 227-2600 IRRIGATION LINES SHOWN ,ARE SCHEMATIC. ALL LINES ,ARE TO BE IN PLANTEP AREAS, EXCEPT TO GROSS PA\/ING. TWO WORKING DAYS BEFORE YOU DIG PRO\/IPE FOUR 64) ORANGE EXTA WIRES WITH SLACK FUTURE WIRES. 0 10 20 4o NORTH SOILS ENGINEER: VALLEY—WIDE RECREATION RE\/IEW ANP APPROVAL SY TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN ROAD RIGHT-OF-WAY ONLY. SCALE: 1" = 20' T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS WILDOMAR, CA 92595 (909) 678-9669 FAX (909)678-9769 DESIGN. -APPROVAL BLOCK FOR IRRIGATION LEGEND � NOTES SEE SHEET L-1 .5. FOR IRRIGATION DETAILS SEE SHEET L 1.6 4 L 11. JHA JOB No. NOTE: Samuel W. IS Date: FOR ALL LANDSCAPE STANDARDS, SPECIFICATIONS 4 DETAILS REFER TO: \/ALLEY-WIDE RECREATION 4 PARK DISTRICT STANDARD LANDSCAPE SPECIFICATIONS. -1 670 WORK CONTAINED WITHIN THESE PLANS 12-1 - o SHALL NOT COMMENCE UNTIL AN COUNTY SEAL: COUNTY OF RIVERSIDE S , JOHN HANNA + ASSOCIATES • ' • • • BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PRIFESS/ TRANSPORTATION DEPARTMENT �` 15 LAN DSCAPE AR CH ITECTU RE ELEVATION. 1425.301 1954 p Ga RIV. CO. B.M. M-14-0' AN o IN THE TEE INTERSECTION OF NEWPORT RD. & GRADING PERMIT HAS BEEN ISSUED. � F APPROVED BY: ^', o� 444 South Cedros Avenue, stadia 26o r TRACT 29837 IP 020074 Q i ? Solana Beach, Califomia 92075 LINDENBERGER RD. A 1 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. LANDSCAPE PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN f / �� 1 w — (858) 259-1967 fox (858) 259-5656 L- 1 3 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 _CIA PLAN CHECK/2 REVISIONS - IRRIGATION. INC. DETAILS. PLANTING r 33950 , & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/TO/04 MA PLAN CHECK/I REVISIONS- ROAD ALLIGNMET REVISIONS. NOTES. IRRIGATION& PLANTING NO. DATE: PREPARED BY: IRRIGATION PLAN DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR # Exp. 6-30-06 3 5 of 1 6 Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE BY MARK APPR DATE � 9-29-0.� CIVIL 3 U � c ' TgTF - - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY s'T �Q' AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 9� � c��F` ,10 - JOHN HANNA, R.L.A. DATE: SCALE: 1" = 20' FOR: W.O.# COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 FILE NO. 3 . . u Z AST— ul 0) to X -**4 M 24 5 4 IPP co (0 C) 2e 4 1r 2 LIM O F AOK'X L 1 A A EEL- L ii II II It h 11 11 3/4 314 3/4 11 -3/4 3/4 1 1 11 11 11 1 It 3/4 3/4 11 4 4 11 1 /4 3/4 3/4 14 11/ -$/4 3 1 11 H 3 II 6) UUTIA A� 4 3w MIN (w 3/4 3/4 0 :i�� I Z; ff kS A L i< 0 lor L!4 Moons! J" LIMIT OF WORK 1'/4 11/411 11/' 11 11/2 11 -34 3/4 31/4 2 r--/ / 1'/2WORK 3/4 O O O 21/2 11 21/2 it CwHT OF ^A*4r 21/2 to BRIGGS ROAD y 10 1 n, Point of Connection '13' - INSTALL A 1112"DOMESTIC WATER METER-LOCATE PER CIVIL PLANS. INSTALL A 11/2"FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE.-VERIFY LOCATIONS WITH CITY INSPECTOR. VERIFY FINAL LOCATIONS > Static Pressure: 80.1PSI 0 10 20 40 NORTH Design Pressure: 61.5PSI z I Maximum Demand: 38 GPM PRESSURE DATA OBTAINED FROM: Eastern Municipal Water District SCALE: 1" 20' Brian Raines 909-928-3777 DATE OBTAINED 8/8/03 SUPPLY WATER GRADE LINE@ 1627-MEN IFFFE VILLAGE LAKESHORE LANE @ ELEV.1427 Meter'A' 86.6 psi ANGLER AVE.@ ELEV.1442 Meter'B' 80.1 psi Controller 'B' INSTALL A CALSENSE (40)STATION CONTROLLER SEE DETAIL 1-25 FOR CONTROLLER SPECIFICATIONS AND INSTALLATION GUIDELINES. COORDINATE WITH ELECTRICAL PLANS. CONTRACTOR TO MAKE FINAL HOOK UP. INCLUDE A WCS'RAIN GUARD'RAIN MSHUT OFF DEVICE. R HOA MAI qTAINW "ft*4 FM 5 CD \L2 J" X CONCRETE CONCRETE17 It HEADER HEADER 111/2 11 2 16 5 r*E1 0 7 a LIMIT OF WORK 2-1 /A\ 3/4 3 1 I/Tii23 'ii3/4 0 _1 mammas=— 4 cl==7 11 3/4 11 3/4 4 11 3/4 VA 11/411 11/4 11 341i "14 0-044� C4 _Z 1 2 mmmmmi*� --, —L 2 '/2 2 — — LIMIT OF WORKRIGHT OF kNA"( 21/2 BRIGGS ROAD sli Underground Service Alert e , ---------\7— y �-T Call: TOLL FREE 1 -800 "'F-I". 11 227-2600 10, NOTE: IRRIC-7ATION LINES SHOWN ARE SCHEMATIC. ALL LINES ARE TO BE IN PLANTED AREAS, EXCEPT TO CROSS PAYING.TWO WORKING DAYS BEFORE YOU DIG PRO\/lL7E FOUR (4) ORANGE EXTA HIRES WITH BLACK FUTURE HIRES. 0 10 20 .40 NORTH SOILS ENGINEER: VALLEY—WIDE RECREATION R.E\/IEA ANP APPKC\/AL B%r TRANSPORTATION PEPARTMENT 19 FOR WORK WITHIN ROAP RISvHT-0E-AA*i00 ONLY. SCALE: 1 20' T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR, IRRIGATION PLANS SEE SHEETS L-1 .0—L-1-4. WILDOMAR, CA 92595 FOR IRRIGATION LEC7ENL7 4 NOTES SEE SHEET L-1.5. (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR, IRRIGATION PETAIL5 SEE SHEET L-1.6 4 L-1.07. JHA JOB No. NOTE Samuel W. G Date: FOR ALL LANPISICAPE 5TANZ7AR175, 5PECIFICoATION5 4 PETAIL5 REFER TO: RECREATION 4 PARK PISITRICIT SITANL7ARP LANP5CAPE SPECIFICATIONS. 4 670 WORK CONTAINED WITHIN THESE PLANS °` 'L-1-1 " O SHALL NOT COMMENCE UNTIL AN COUNTY SEAL.- COUNTY OF RIVERSIDE JOHN H A N N A + ASSOCIATES moons BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PRCFESs/ TRANSPORTATION DEPARTMENT G.HA LAN D S C A P E AR C H I T E C T U RE ELEVATION. 1425.301 1964 RIV, CO. B.M. U-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & GRADING PERMIT HAS BEEN ISSUED. PROVED BY: 444 South Cedros Avenue, Studio 260 TRACT 29837 IP 020074 Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. KHALED A. OTHMAN I'Lu (858) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS 15 M A / 0 5110 1- L- 1 .4 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING V) & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07110104 HA PLAN CHECK 11 REVISIONS- ROAD ALLIGNMET REVISIONS, N07ES, IRMGAnON & PLANIING Na 33950 DATE: PREPARED BY: IRRIGATION PLAN DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE I BY MARK JAPPRIDATE Exp. 6-30-06 9-29-03 6 of16Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY L JOHN HANNA, R.L.A. DATE: it FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: 1 20' FILE NO. PRESSURE LOSS CALCULATIONS 'A' PRESSURE LOSS CALCULATIONS 'B' VALVE# A-19 VALVE# B-4 GPM 30 GPM 28 (11/2")WATER METER 1.8 (11/2")WATER METER 1.6 SERVICE LINE .02 SERVICE LINE .02 GATE VALVES 1.4 GATE VALVES 1.4 (11/2") BACKFLOW PREVENTER 13.0 (11/2") BACKFLOW PREVENTER 13.0 (2") MASTER VALVE 1.1 (2") MASTER VALVE 1.0 (11/2")VALVE 3.6 (11/2")VALVE 3.6 MAINLINE (21/2") @ (1580LN FT) 3.63 MAINLINE (21/2") @ (2562LN FT) 6.67 LATERAL LINE & FITTINGS 4•6 LATERAL LINE & FITTINGS 4.8 ELEVATION CHANGE +3' 1.29 ELEVATION CHANGE -8' (+3.46) TOTAL PRESSURE LOSS 30.44 TOTAL PRESSURE LOSS 28.63 i 10 % RESIDUAL PRESSURE REQUIRED 3.1 10% RESIDUAL PRESSURE REQUIRED 2.9 HEAD OPERATING PRESSURE 30 HEAD OPERATING PRESSURE 30 DESIGN PRESSURE REQUIRED 63.54 PSI DESIGN PRESSURE REQUIRED 61.53 PSI i AVAILABLE PRESSURE (P.O.C.) 86.6 PSI AVAILABLE PRESSURE (P.O.C.) 80.1 PSI RESIDUAL PRESSURE REMAINING +23.06 PSI RESIDUAL PRESSURE REMAINING +18.57 PSI IRRIGATION LEGEND IRRIGATION NOTES SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI 1. The contractor shall obtain and pay for any and all permits and all inspections HUNTER INST-12-CV-7Q QUARTER SPRAY HEAD 7' .24 30 required,including,but not limited to: O HUNTER INST-12-CV-7H HALF SPRAY HEAD 7' .97 30 A. Backflow certification. 411111 HUNTER INST-12-CV-10Q QUARTER SPRAY HEAD 10, .49 30 • HUNTER INST-12-CV-10H HALF SPRAY HEAD 10' .97 30 2• The manfacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of article used in this installation furnishes directions ® HUNTER INST-12-CV-10F FULL SPRAY HEAD 10, 1.95 30 concerning points not shown in the drawings and specifications. b HUNTER INST-12-CV-12Q QUARTER SPRAY HEAD 12' .71 30 3. A complete material list shall be submitted prior to preforming any work for an items 0 HUNTER INST-12-CV-12H HALF SPRAY HEAD 12' 1.42 30 that are requested to be substituted. Material list shall include the manufacturer, HUNTER INST-12-CV-12F FULL SPRAY HEAD 12' 2.85 30 model number and description of all materials and equipment to be used. Equipment or materials installed or furnished without prior approval of the County b HUNTER INST-12-CV-15Q QUARTER SPRAY HEAD 15, .93 30 Representative may be rejected and the Contractor required to remove such O HUNTER INST-12-CV-15H HALF SPRAY HEAD 15, 1.86 30 materials from the site at his own expense. ® HUNTER INST-12-CV-15F FULL SPRAY HEAD 15, 3.71 30 4. Record Drawings and Controller Charts 0 HUNTER INST-12-CV-(LCS/RCS)-515 END SPRAY 5 x 15' .65 30 a. The Contractor shall dimension from two permanent points of reference(building corners,sidewalks,road intersections,etc.) the location of the following items: ■ HUNTER INST-12-CV-SS-530 SIDE SPRAY 5 x 30' 1.30 30 connection to existing water lines; connection to existing electrical power; j EI HUNTER INST-12-CV-SS-530 SIDE SPRAY 2 x 6' .09 30 gate valves; routing of sprinkler pressure lines; SPRAY HEADS MAY BE INSTALLED ON RISERS WHEN ADJACENT TO WALLS. quick coupling valves; b. On or before the final inspection,the Contractor shall deliver the corrected and Ot HUNTER 1-20-HP-ADV-2.OLA ROTOR 25' 1.6 30 complete sepias to the Valley-Wide RPD Manager. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that 0 HUNTER 1-20-HP-ADV-3.5LA ROTOR 29' 2.8 30 may be omitted from the prints. 3O HUNTER 1-20-HP-ADV-4.5LA ROTOR 31' 3.4 30 c. Record drawings shall be approved by the Valley-Wide RPD Manager ® HUNTER 1-20-HP-ADV-2.0 ROTOR 34' 1.6 30 before controller charts are prepared. SO HUNTER I-20-HP-ADV-3.5 ROTOR 36' 2.6 30 © d. Provide one controller chart for each controller supplied. The chart shall indicate HUNTER 1-20-HP-ADV-6.0 ROTOR 38' 4.2 30 the area controlled by the automatic controller and shall be the maximum size which can be stored within the controller cabinet door without folding. FM FLOW METER-GALSENSE MODEL#FM-XX(CONFIRM SIZE W/MFG.) 1"RAINBIRD 44 LRC LOCKING W/LOCKING RUBBER CAP,QUICK COUPLER. e. The controller chart shall be a blackarea of co or bluelicoverage h stazalidtion print. l different color INSTALL @ 150'O.C.. shall be used to indicate the area of coverage fo each station(valve). H NIBCO BALL VALVE T-580 SERIES-LINE SIZE. f. When completed and approved,the controller chart shall be hermetically sealed between two pieces of plastic,each piece being a minimum of 10 mils thick. 0 WATER METER-SEE CIVIL PLANS g. These controller charts shall be completed and approved prior to final inspection LJ BACKFLOW DEVICE-SEE P.O.C.NOTE of the irrigation system. LOCATE BACKFLOW DEVICE IN A STRONG BOX SMOOTH TOUCH STAINLESS STEEL ENCLOSURE. 5. The Backflow prevention device shall be tested and certified. O AUTOMATIC CONTROLLER LOCATION-SEE P.O.C.NOTE. 6. The irrigation system shall be flushed prior to installation of irrigation heads. GALSENSE ET-2000-XX-LR-R-SSE-R SERIES. CONTACT BOB MOXLEY(800)572-8608 (D 2"TORO P220 MASTER VALVE. 7. Final location of the automatic controller shall be approved by the Valley-Wide RPD ® 2"AMAID TURBO CLEAN IN-LINE FILTER. Manager. ® 2"WILKENS 500 HLR SERIES PRESSURE REGULATOR. 8. The irrigation trenches shall not be backfilled until all required tests are performed. +� RAINBIRD PESB-PRS SERIES REMOTE CONTROL VALVE-SIZES INDICATED. 9. Provide 4 orange extra wires with black future wires. PVC SCH 40 LATERAL LINE-12"COVER IN PLANTING AREAS, 10. Field Quality Control 24"COVER UNDER PAVING.-SIZES INDICATED. # PVC SCH 40 LATERAL LINE ON-GRADE. STAKE AT 10'O.C. Adjustment of the System �� PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21l2"OR LARGER-18" a. The Contractor shall flush and adjust all sprinkler heads for optimum NOTE, performance and to prevent overspray onto walks,roadways,and buildings as COVER IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. much as possible. IRRIGATION LINES SHOWN ARE SCHEMATIC. �� UVR PVC SCH 40 MAINLINE ON-GRADE. STAKE AT 10'O.C. b. If it is determined that adjustments in the irrigation equipment will provide ALL LINES ARE TO BE IN PLANTED AREAS EXCEPT TO GROSS PAVING. _ _ _ _ proper and more adequate coverage,the Contractor shall make such , PVC SCH 40 WIRE SLEEVE-SIZE AND LOCATION PER CONTRACTOR adjustments prior to planting. Adjustments may also include changes in sizes PROVIDE FOUR (4) ORANGE EXTA WIRES WITH BLACK FUTURE HIRES. _ _ _ _ = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA.OF PIPE.-PROVIDE and degrees of arc as required. SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. c. Lowering raised sprinkler heads by the Contractor shall be accomplished REVIEW AND APPROVAL BY TRANSPORTATION DEPARTMENT 15 FOR AORK WITHIN ROAD RIGHT-OF-HAY ONLY. within 10 days after notification by the City. INDICATES STATION NUMBER x x • INDICATES CONTROLLER d. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. X x • INDICATES GPM Underground Service Alert FOR IRRIGATION PLANS SEE SHEETS L-1.0-L-q 1.4. INDICATES VALVE SIZE Testing of the Irrigation System FOR IRRIGATION LEGEND 4 NOTES SEE THIS SHEET. a. The contractor shall request the presence of the Valley-Wide RPD Manager at FOR IRRIGATION DETAILS SEE SHEET L-1.6 4 L-11. PIPE SIZING CHART least 48 hours in advance of testing. y Call: TOLL FREE b. Test all pressure lines under hydrostatic pressure of 150 lbs./sq.in.and prove • • FOR ALL LANDSCAPE STANDARDS, SPECIFICATIONS 4 DETAILS REFER TO: watertight. 1 -800 VALLEY-WIDE RECREATION 4 PARK DISTRICT STANDARD LANDSCAPE SPECIFICATIONS. DIAMETER CL 200 CL 315 SCH 40 c. Sustain pressure in lines for not less than two hours. If leaks develop,replace and repeat test until entire system is proven watertight. 227-2600 1/2" - - _ d. All hydrostatic tests shall be made in the presence of the Valley-Wide RPD Manager. No piping shall be backfilled until it has been inspected,tested and approved in writing. TWO WORKING DAYS BEFORE YOU DIG 3/4" 8-11 GPM - 5-8 GPM e. When the sprinkler irrigation system is completed,preform a coverage test in the presence of the Valley-Wide RPD Manager to determine if the water SOILS ENGINEER: 1" 12-16 GPM - 9-13 GPM coverage for planting areas is complete and adequate. Furnish all materials VALLEY-WIDE RECREATION and perform all work required to correct any inadequacies of coverage due to T.H.E. SOILS CO. deviations from plans where the system has been installed as indicated on the & PARK DISTRICT 1-1/4" 17-26GPM - 14-24GPM drawings or when it is obviously inadequate without bringing this to the 31750 CENTRAL STREET, SUITE A attention of the Landscape Architect. This test shall be accomplished before WILDOMAR, CA 92595 any ground cover is planted. (909) 678-9669 FAX (909)678-9769 DESIGN APPROVAL BLOCK 1-1/2" 27-36 GPM - 25-34 GPM - -_'k JHA JOB No. NOTE: Samuel W. Da 2" 37-57 GPM 26-39 GPM 35-50 GPM O WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL_ AN COUNTY SEAL: COUNTY OF RIVERSIDE SEAL JOHN HANNA + ASSOCIATES ■ ■ ■ ■ ■ BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A P"CFESS/Uf TRANSPORTATION DEPARTMENT �i -= ` LAN DSCAPE ARCHITECTU RE ELEVATION. 1425.301 1954 GRADING PERMIT HAS BEEN ISSUED. e`er° F APPROVED BY: 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. U-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 2� Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS �j KHALED A. OTHMAN 1 O /� (858) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS L_ .� RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 ,MA PLAN CHECK/2 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING � C 1 & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/10/04 „rfA PLAN CHECK fl RENSIONS- ROAD ALLIGNMET REVISIONS, NOTES, IRRIGATION g PLANTING No. 33950 DATE: _ - PREPARED BY: IRRIGATION LEGEND DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR - Exp. 6-30-06 9-29-03 7 of 1 6 Sheets DATE B Y MARK APPR DATE DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL ,.-• 164a _ RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY �P L-� � '-3 0 �C�� JOHN HANNA, R.L.A. DATE: FOR: W.O.# COUNTY Y AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA q� ca��F RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: FILE NO, �( i li DOME ANTENNA PVC MAINLINE USE 45 ELL TO DEPTH PER SPECS. 4 THICK CONCRETE PAD CALSENSE CONTROLLER ASSEMBLY no GRADEIN PLANTER SET 2"ABOVE GRADE MODEL#ET-2000-XX-LR-G-RR (TYP.) WHEN USING MULTIPLE CONTROLLERS CALSENSE PREASSEMBLED ENCLOSURE SPECIFY-MLR FOR A CLOCK AND MODEL#SSE-LR-DOME-RR SPECIFY MR FOR B CLOCK RECTANGLE JUMBO BOX BRA ELL 90 (LOCAL RADIO&RADIO REMOTE) W/ LOCKING SS BOLT STAINLESS STEEL ENCLOSURE USE BOX EXTENTION 3" PER LEGEND &SPECS TO PISTON FLIP TOP CONNECTED FLIP TOP IN OPEN POSITION I PI a siring Chart AS REQUIRED sue Length Le gM AMIAD TURBOCLEAN FILTER FEBCO 825YA BACKFLOW Calaenee CaMroAer 1o^ 5" PER LEGEND &SPECS 1.25^ 12,5• 5.25" UPSIZE FROM LINE SIZE WCS RAINGUARD SHUT-OFF ® ET2000 1.s 11" 7.5• 1/2" 2" 20" 10" MODEL#RG-DCC WITH VANDALFA LOUVERED VENT RESISTANT ENCLOSURE o 0^ 00^ s^ 3^ BRASS NIPPLE LINE SIZE TYP. MOUNT TO SIDE OF ENCLOSURE ° ° VALVE ID TAG TYP. II I—li ❑ Black Wire Harness —6" X 6 LONG MIN. GFCI OUTLET&SWITCH RECTANGULAR PLASTIC —III—III—I III—I VALVE BOX W/LOCKING LID B1U8 Red CALSENSE FLOW METER I I�I I�I I I: GRADE IN TURF BRAND VALVE BOX LID TYP. MODEL#FM-XX —III—III- I I I I-I 18"MMl BRASS UNION TYP. White — Black I I�I I� I—I�I= STAINLESS STEEL ENCLOSURE TORO MASTER VALVE _ 30"X28"CONCRETE BASE (WITH DOME ANTENNA) MODEL#P2207 1 SCH 80 NIPPLE TYP. 6"DEEP MIN. 00 O WATERPROOF CONNECTORS i—III—)I I FLOW - I—I POUR 2'ABOVE FINISH GRADE PER SPECIFICATIONS I-I1— I—I I I—I , CALSENSE TPA TRANSIENT —III—II I I— � i I I- PROTECTION BOARD o 0 0 _ 'III= i�i—I I�I—III—III= • III—I�L1—III I�I I I I °o °o o —4"MIN III —I 1—III—III—III=III I I—)I I—I I—I I—III I I III—III—I 11=I i' 0 0 0 0 � � � 1_I 11- '• �• •��• I 1=I 11=- III—III—III— III—)I, #8 AWG GROUNDING WIRE o 0 0 —I ' ;;:; SCH 80 PVC ELL THREADED f CONNECTED TO GROUND LUG O o I. =III—I. •: - O o O o I I I—III—III— — I�I I `:=,c'• :, :,-III— -II I III =III—III—Ili—Ii`i—I`i FUTURE COMM.CONDUIT _ 2"MIN _ — RUN TO BOX 24"AWAY /j/2T — — — — 'I ! I I 2"MIN I I�- - = I .�'` .•I I I I I I I I I I I III III III III III I,I FROM ENCLOSURE o o ,•,.:,•_.,.-�.. _... . — — — — — 12o VAC JUNCTION BOX - ) I SCH 80 MAINLINE FITTING I III III III :X :." ._. n I I I MOUNTING BOLTS :: :.... <.... & MAINLINE PER SPECS. ��=� e —III—III—I I —� • Minimum Minimum SCH 80 PVC TO MASTER VALVE ? I I I I AgoUpstream Distance Downstream Distance I I—III -III-� a =III=III 3"SCH 40 SWEEP FOR 4�= L I I I I ' I I �_, .- .. 1 CU.FT PEA GRAVEL 10 x Flow Meter Size 5 x Flow Meter Size SCH 80 FEMALE ADAPTER SCH 80 FEMALE ADAPTER - do 11f=111=CONTROL WIRING T—(I I I�—(III—I I I�—(I I - I—III—((III—III— IN VALVE BOX TYP. =I !—I I'— 'I I- d - 1. a I I I I I I I I y g - '-" =I=III= SCH 80 PVC 45 ELL CH 80 UN ION I=1 11= I- 'I I—I I IIT=jI I I�=I -e - I-I I II=I�I I I MAINLINE FITTINGS ( NATIVE SOIL COMPACTED TO \ / a I I I II-1 I I I�J,J_{III--- a e .' -((I(-' - d - -III=1 I I—I I' _ III-III—I I( I P. e17 NOTES: 3 CU.F VEL ORIGINAL DENSITY I I -I I I—I I I—I I I I I I 11-1 11=� I I ALL WIRE TO BE INSTALLED AS PER LOCAL FLOW METER WIRING MUST BE IN —I i I-I `I "-I I' CODES. CONDUIT FROM METER TO CONTROLLER NATIVE SOIL COMPACTED TO 12"X12"X12"CONCRETE GROUNDING ROD i l \/ V U TAPE AND BUNDLE WIRES AT 20'INTERVALS NOTES: THRUST BLOCKS J ORIGINAL DENSITY 314"SCH 40 SWEEP FOR II TO MAINLINE. 1. INSTALL FILTER DIRECTLY DOWNSTREAM OF BACKFLOW 1"SCH 40 SWEEP FOR 120 VAC POWER PROVIDE EXPANSION COILS AT EACH WIRE NOTES: BRASS NIPPLE TO METER CONNECTION IN VALVE BOX. ETGAGE PER MANUFACTURER'S RECOMMENDATIONS 1^scH4oswEEP FOR 518"X&COPPERGROUNDING COMPACT SOIL AROUND VALVE BOX TO SAME 2. FILTER REQUIRED AT ALL POINT OF CONNECTIONS 1. INSTALLATION MUST CONFORM TO LOCAL CODES ROD WITH#6 WIRE FOR CLAMP FLOW METER DENSITY AS UNDISTURBED ADJACENT SOIL. 3. PROVIDE 4 EA.CLAY BRICKS UNDER VALVE BOX(TYP.) 2. CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION. PROVIDE 4 EA. CLAY BRICK UNDER VALVE BOX(TYP.) LD Consulting 2WI (Any deviation or reproduction of this design must be approved in milling by Valley-Wide Recreation&Park District) LD Consulting 2002(Any deviation or reproduction of this design must be approved in miffing by Valley Wide Recreation&Park District) LD Consulting 2002(Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002 (Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002(Any deviation or reproduction of this design must be approved In writting by Valley Wide Recreation&Park District) i f VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION 5/03 5/03 5/03 5/03 5/03 1 PEDESTAL ASSEMBLY I R - 2 4 I PEDESTAL CONTROLLER I R - 2 3 MASTER VALVE do FLOW METER I R - 21 MAINLINE INLINE FILTER I R — 8 BACKFLOW PREVENTER I R - 6 GRADE IN PLANTER GRADE IN PLANTER GRADE IN PLANTER UNDISTURBED SOIL RECTANGLE VALVE BOX COMPACTED BACKFILL 10" ROUND VALVE BOX PVC MAINLINE USE 45 ELL W/ LOCKING SS BOLT W/ LOCKING SS BOLT LATERAL LINE TO DEPTH PER SPECS. I HEAT BRAND "PB" HEAT BRAND "QCV" QUICK COUPLER VALVE RECTANGLE VALVE BOX I CONTROL WIRING PER LEGEND & SPECS. LOCKING SS BOLT APPROVED WIRE CONNECTOR MAINLINE HEAT BRAND "BV" GRADE IN TURF BRASS NIPPLE TYP. 36" EXPANSION COILS HARDSCAPE willindmil 1/2° BRASS UNION II I COMPACTED BACKFILL BRASS BALL VALVE III=III I BRASS NIPPLE TYP. NIBCO 580 - SAND BACKFILL 3" GRADE IN TURF I I—III=III -III=I -�I BRASS STREET ELL TYP. 3 .III=III i I 3 - - - - = LATERAL SLEEVE i III I III _ _�I— I I—T '3 ._.•,......_,: .:.:� I I I-=� —�I I=I 1= 4" I-l=(�I I I==I I1 BRASS NIPPLE TYP. _ 0 MAINLINE SLEEVE - I NATIVE SOIL COMPACTED TO c —III- =I - FT - .... .... =I WIRE SLEEVE 111 I `� SCH 80 MAINLINE ELL =I I i =I i I I ORIGINAL DENSITY I 3" I —I I- ICI I IT I��III= -11 F El MAINLINE PER SPECS. - I- I i I C F I - r INSTALL 1"SCH 80 THREADED �r' :,: ��'�' :y -III III= DEPTH A B C D E F -I I I I I=1 I=1 I I—III=1 I I=1 I I—III=I I BALL VALVE BEFORE QCV -,. :... .:-.. ::;::; ' I = _ ''- INSTALL PER DETAIL IR-4 I-�.�, I�I i III�11�II I�,�,III- 4" & LARGER - 30" 30" 36" 36" 36" GRADE IN TURF #4 X 36"REBAR STAKE 3"& SMALLER 18" 24" 24" 30" 36" 36" . NOTE" SECURE W/TWO SS CLAMPS SCH 80 FEMALE ADAPTER PVC CONDUIT SWEEP 1 CU.FT. 3/4"GRAVEL 2-1/2" & SMALLER 12" 24" 24" 24" 30" 30" IRRIGGATION LINES SHOWN ARE SCHEMATIC. 3 CU.FT. 3/4" GRAVEL 3 CU.FT. 3/4" GRAVEL ALL LINES ARE TO BE IN PLANTED AREAS, EXCEPT NATIVE SOIL COMPACTED TO WIRING - - - - PROVIDE 3"CLEARANCE BELOW BELOW TO CROSS PAVING. REVIEW AND APPROVAL BY NOTES: ORIGINAL DENSITY BETWEEN VALVE & GRAVEL MAIN MAIN TRANSPORTATION DEPARTMENT IS FOR 1. ALL THREADED FITTINGS MUST HAVE 3/4"TEFLON TAPE PLAN VIEW NATIVE SOIL COMPACTED TO NOTES: NOTES: 2. PROVIDE QUICK COUPLER KEY PER SPECS. NOTES: ORIGINAL DENSITY 1. ALL WIRING MUST CONFORM TO LOCAL CODES WORK WITHIN ROAL7 RIGHT-OF-WAY ONLY. 3. USE TWO#4X36"REBAR FOR QCV FOR SPORTS FIELDS B.V. Q.C.V. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 1. LINES MUST HAVE MIN.CLEARENCE OF 4"FROM EACH OTHER&24"FROM OTHER TRADES 4. PROVIDE 3"CLEARANCE BETWEEN VALVE&BOX T HAVE 3/4"TEFLON TAPE 3. PROVIDE 3"CLEARANCE BETWEEN WIRES&BOX 2. RUN WIRING UNDER MAINLINE,TAPE&BUNDLE 10'O.C. ,,..,nr,�r,,,,,,w„� 1. ALL THREADED FITTINGS MUST 5. PROVIDE 2 EA,CLAY BRICKS UNDER VALVE BOX(TYP.) 2. PROVIDE 4"CLEARANCE BETWEEN VALVE&BOX 4. ELECTRICAL SWEEP OPEN END SHALL BE SEALED WITH EXPANSION FOAM 3. TIE A 24"LOOP IN ALL WIRING AT CHANGES IN DIRECTION 6. ALL QCV'S MUST HAVE A 1"SCH 80 BALL VALVE UPSTREAM MAINLINE. 5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX(TYP.) 4. ALL SLEEVES MUST BE 2X THE DIAMETER OF THE PIPE WITHIN wnnw n,wnw"xnn"nw,munnunwmwnnwn,wun 3. PROVIDE 4 EA.CLAY BRICKS UNDER VALVE BOX(TYP.) LD Consulting 2002(Any deviation or reproduction of this design must be approved in milling by Valley Wide Recreation&Park District) LD Consulting 2002(Any deviation or reprodudlon of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002 (Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002(Any deviation or reproduction of this design must W approved in writting by Valley Wine Recreation&Park District) Underground Service Alert 6. ALL QCV'S MUST HAVE A 1"SCH 80 BALL VALVE UPSTREAM MAINLINE. • Call: TOLL FREE VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION o 5/03 5/03 5/03 5/03 227-2600 QUICK COUPLER VALVE I R - 3 BRASS BALL VALVE I R — 4 PULL BOX I R - 1 0 PIPE & WIRE TRENCHING I R - 1 1 TWO WORKING DAYS BEFORE YOU DIG SOILS ENGINEER: VALLEY-WIDE RECREATION T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS L-1 .0-L-1.4- WILDOMAR, CA 92595 FOR IRRIGATION LEGENP 4 NOTES SEE SHEET L-1.5. (909)678-9669 FAX (909)678-9769 DESIGN APPROVAL BLOCK FOR IRRIGATION VETAILS SEE THIS SHEET 4 SHEET L-1.01. l JHA JOB No. NOTE: Samuel W. Go D FOR ALL LANL75CAPE 5TANPARPS, SPECIFICATIONS 4 PETAIL5 REFER TO: VALLEY-WI1PE RECREATION 4 PARK L715TRICT 5TANPARP LANDSCAPE SPECIFICATIONS. 670 f WORK CONTAINED WITHIN THESE PLANS 1-1 -D'-� SHALL NOT COMMENCE UNTIL AN _ COUNTY SEAL: COUNTY OF RIVERSIDE SEAL _ JOHN HANNA + ASSOCIATES BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND OR A E TRANSPORTATION DEPARTMENT ELEVATION: 1425.301 1984 LANDSCAPE ARCHITECTURE GRADING PERMIT HAS BEEN ISSUED. ��° PPROVED BY: Qr �� ; 444 South Cedros Avenue, Studio 260 RN. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 �"I Solana Beach, Collfonnia 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS w KHALED A. OTHMAN m t 0 -7 /� 0 i' �� (858) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS L-1 "6 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN O9/o7/act wA PLAN CHECK�2 REVISIONS- IRRIGATION, INC. D7=TAILS, PLANTING � 33950 � s ✓/II'/j IRRIGATION DETAILS & ACCEPTABILITY OF THE WORK HEREON, IN THE EVENT OF 07110104 J'IA PLAN CHECK /1 RENSIONS- ROAD AWGNMET RENSIONS, NOTES, IRRIGATION do PLANTING No. DATE: W i PREPARED BY: DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE * Exp. 6-30-06 ,� / 9-29-0� 8 of 1 6Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE G� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY pj CIVIL �p - / 3 C -C' .5 . 16 JOHN HANNA R.L.A. DATE: FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA cr ck-_' RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: FILE NO. PVC LATERAL USE 45 ELL TO DEPTH PER SPECS. HEAD TO BE 1/2"ABOVE HEAD TO BE 1/2"ABOVE GRADE IN PLANTER GRADE IN PLANTER GRADE IN PLANTER POP-UP ROTOR W/CHECK VALVE RECTANGLE VALVE BOX CONNECTOR INSERT 4" FOR TURF 12" FOR PLANTER SPRAY HEAD W/CHECK VALVE'TE€ SCH 80 MAINLINE TEE PER LEGEND &SPECS. 4" FOR TURF 12" FOR PLANTER W/LOCKING SS BOLT HEAT BRAND STATION# j. CONCRETE THRUST BLOCK TYP. PER LEGEND & SPECS. HEAD TO BE FLUSH WITH EXTRA WIRE PER SPECS. CRIMPED COPPER SLEEVE GRADE IN TURF STRIP&TWIST I gem GRADE IN TURF HEAD TO BE FLUSH WITH -I i 1=LL- CONTROL WIRING PER SPECS. LOW VOLTAGE WIRES I-III-III- COMPACTED BACKFILL TYP.GRADE IN TURF :i iI71 I''-I Jl=�ICI.�11 '11= I=1 I I- I-I 11=1 I I-III-I I' 1/2 45a ll ll =1=III =1 I eI 11 I I I=I I=1 i-III_ 3„ 'I..-1 SCH 80 MAINLINE ELL 45 1t II I1- II I I-III-11' =1 11=1 'rr`■'� ll�I I1=i II-I I I- -III-I I-I a; 11-- IIIIIIL IIIIIIIIIII IJ J=LI -II1= III - s" _ III: SCH 80 NIPPLE TYP. '.��.-•- .-,-� :�. LI=I�1- �I I- III III-I I -III-III- � � ��- -��- � 12 � _ _ _ 11= __ =T III=1I III-III MIN. -I I -I I - NATIVE SOIL COMPACTED TO 12„ NATIVE SOIL COMPACTED TO .III =1 III-I I1 NATIVE SOIL COMPACTED TO =TI 11 - =I 1 =� _�- ORIGINAL DENSITY -'I I-III-III=III=1' 1 IE III�1I I I� ORIGINAL DENSITY MIN. II= I=III=I1, ORIGINAL DENSITY 71m, SPEARS DS-400 _ 1 I I_ I=1 I I-- 11 -III=1l L 411= I=111= 1-111= - = I=, l , _ PRE-FILLED DRI-SPLICE III=1 1 = MAINLINE PER SPECS. TYP. =III=I - - -III SCH 40 STREET ELL 3 PLACES 111= - = 1=1(I=I I - - MARLEX ELL TYP. 3 PLACES J SCH 80 PVC ELL THREADED I - I-III-I .; , :..;_.:.�..� _: :•..: MAINLINE PER SPECS. 1=11 90 SCH 80 MAINLINE ELL 90 SCH 40 TEE SLIP X FT SCH 40 TEE SLIP X FT ILI j= I I-1ll 111 '-111 l J III-I I I-III-I I 1=1 SCH 80 MAINLINE FITTING =III-III=.' -III.T=i lIII=,I IIIIIIIII�,III;III,=III -III II-III=IIIE,III=111-1' �111�11�II�J1= �� ,�,-I11 li LOW VOLTAGE WIRES 1-III-III- UNDISTURBED NATIVE SOIL TYP. SCH 80 NIPPLE TYP. SCH 80 TRU UNION I I=1 I I I-111= SCH 80 NIPPLE TYP. THREADED BALL VALVE 1/2"X 8" MIN. SIZE 1/2"X 8" MIN. SIZE RAINBIRD "RCV" PER NOTES: LATERAL LINE PER SPECS. LATERAL LINE PER SPECS. LEGEND &SPECS. 1. SUPPLY LINES 2" - 3" IN DIAMETER SHALL RECEIVE NOTES: NOTES: SCH 80 UNION NOTES: CONCRETE THRUST BLOCKS 1. USE 3/4"TEFLON TAPE AT ALL SCH 40 ELLS 1. PROVIDE BLUE SEALANT IN ADDITION TO PRE-FILLED CONNECTOR 2. SUPPLY LINES OVER 3"SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM 1. USE 3/4"TEFLON TAPE WHERE ELL MEETS SCH 40 TEE NOTES: 3 CU.FT. 3/4"GRAVEL 2. INSTALL HEAD PERPENDICULARLY PLUMB TO ADJACENT GRADE 2. INSTALL HEAD PERPENDICULARLY PLUMB TO ADJACENT GRADE 1. ALL WIRING MUST CONFORM TO LOCAL CODES PROVIDE 3"CLEARANCE 2. PROVIDE WIRE CONNECTORS FOR ALL CONTROL WIRE SPLICES 3. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN 3. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 3. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE OR COMPACTED SOIL BENEATH EACH INSTALLATION 4. INSTALL HEADS 4"FROM HARDSCAPE EDGE IN TURF AREAS 4. INSTALL HEADS 4"FROM HARDSCAPE EDGE IN TURF AREAS 2. TAPE&BUNDLE WIRES @ 20' INTERVALS BETWEEN VALVE & GRAVEL 3. PROVIDE WIRE CONNECTORS AT ENDS OF ALL EXTRA WIRES 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAINING NO GRAVEL 5, INSTALL HEADS 4"FROM HARDSCAPE EDGE IN PLANTER AREAS 5. INSTALL HEADS 4"FROM HARDSCAPE EDGE IN PLANTER AREAS 4. PROVIDE 3' CLEARANCE BETWEEN VALVE&BOX 5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX(TYP.) 5.WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE WRAP 6. OMIT BALL VALVE WHEN VALVES ARE ISOLATED WITH VALVE GROUPS LD Consult' 2002 An deviation or reproduction of this design must be approved in writting b Valle Wide Recreation&Park District LD Consulting2002 An deviation or reproduction of this design must be approved in writli b Valle Wide Recreation&Perk District LD Consulting 2002 An deviation or LD Consulting 2002(Any devlslon or reproduorlon of rids design must be approved In writing by Vs&W KMs Reaaelan&Park DlxHcl) "� (Any P g aPPr g y y ) (Any p 'g pp y y ) g (Any reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002 (Any devlatlon or reproduction of this design must be approved In writting by Valley Wide Recreation&Park DlsVictj VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION 5/03 REMOTE CONTROL VALVE I R - 1 5/03 WIRE CONNECTORS I R - 9 5/03 5/03 CONCRETE THRUST BLOCK I R - 12 POP-UP ROTOR HEAD I R - 1 9 5/03 POP-UP SPRAY HEAD I R - 17 NEE WALL OR FENCE WALL OR FENCE GRADE IN PLANTER GRADE IN PLANTER GRADE ON SLOPE V.I.T. SPRINKLER TIE 2 PLACES HUNTER ROTOR STAKING TIE USE RATCHET TOOL TO SECURE HUNTER ROTOR STAKING TIE #46-3551 CONNECT TO REBAR #46-3551 CONNECT TO REBAR SHRUB ADAPTER W/NOZZLE PER LEGEND & SPECS. SHRUB ROTOR W/CHECK VALVE PER LEGEND &SPECS. SHRUB ROTOR W/CHECK VALVE PER LEGEND & SPECS. HUNTER MT X FT CHECK VALVE 12" AS REQUIRED 12" MIN. M IN. 12" SCH 80 RISER TYP. SCH 80 RISER TYP. MIN. SCH 80 UVR RISER TYP. NATIVE SOIL COMPACTED TO NATIVE SOIL COMPACTED TO ORIGINAL DENSITY III III- I I III=1 I I=1I�I ORIGINAL DENSITY SCH 40 UVR STREET ELL TYP. . '-.: I I I I-III III=1 11= ' _ II i=III III=11I' 12" II- II III-1_I III MARLEX ELL TYP. M IN.-1 -�_ _ - SCH 40 STREET ELL TYP. li- REBAR J HOOK @ 10' INTERVALS 'I- I I I 11 = - - III, 1J 1=-11I 1J1= a� ' 1I- SCH 40 TEE SLIP X FT SCH 40 TEE SLIP X FT l III- 1�=JL=111- II - I-III=III-III =_ IL _� ffl,, -I =1I� - - SCH 40 UVR TEE SLIP X FT& -III, I ,III-1' -1 I-III-III-III- -1 11=1 11=11'' SCH 80 NIPPLE TYP. SCH 80 NIPPLE TYP. III L�1 I- �=III-�I I UVR LATERAL LINE PER SPECS. -III-1�l=1 11=1 11- LATERAL LINE PER SPECS. LATERAL LINE PER SPECS. I-III-I11- #4 X 36"REBAR #4 X 36" REBAR #4 X 36"REBAR NATIVE SOIL ON SLOPE NOTES: NOTES: NOTES: 1. USE 3/4"TEFLON TAPE FOR ALL THREADED FITTINGS 1. USE 3/4"TEFLON TAPE AT ALL SCH 40 ELLS 1. USE 3/4"TEFLON TAPE AT ALL SCH 40 ELLS 2. INSTALL RISER PERPENDICULARLY PLUMB TO ADJACENT GRADE 2. INSTALL RISER PERF ENDICULARLY PLUMB TO ADJACENT GRADE 2. INSTALL RISER PERPENDICULARLY PLUMB TO ADJACENT GRADE 3. INSTALL RISER 12"FROM WALL OR FENCE 3. INSTALL RISER 12"FROM WALL OR FENCE 3. INSTALL RISER 12"FROM WALL OR FENCE 4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 5. USE POP-UP SPRAY HEAD WITHIN 8'OF SIDEWALK,TURF OR CURBING 5. USE POP-UP SPRAY ROTOR WITHIN 8'OF SIDEWALK,TURF OR CURBING 5. USE POP-UP SPRAY ROTOR @ TOE OF SLOPE 8 WITHIN 8'OF SIDEWALK,TURF OR CURBING LD Consulting 2D02(Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2002(Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation&Park District) LD Consulting 2D02(Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation&Park District) Underground Service Alert NOTE: IRRIGATION LINES SHOWN ARE SCHEMATIC. VALLEY WIDE RECREATION VALLEY WIDE RECREATION Call: TOLL FREE VALLEY WIDE RECREATION • ALL LINES ARE TO BE IN PLANTED AREAS, EXCEPT TO CROSS PA\/ING. REVIEW ANI7 APPROVAL BY TRANSPORTATION DEPARTMENT IS FOR 5/03 1 -800 5/03 SHRUB SPRAY ON RISER I R - 1 6 5/03 SHRUB ROTOR ON RISER I R - 2 0 SHRUB ROTOR ON GRADE - I, WORK WITHIN ROAD RIGHT-OF-WAY ONLY. I R 1 8 227-2600 TWO WORKING DAYS BEFORE YOU DIG SOILS ENGINEER: VALLEY-WIDE RECREATION T.H.E. SOILS CO. I& PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR IRRIGATION PLANS SEE SHEETS WILDOMAR, CA 92595 FOR IRRIGATION LEGEND 4 NOTES SEE SHEET L-1.5. (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR IRRIGATION DETAILS SEE THIS SHEET 4 SHEET L-1.6. JHA JOB No. NOTE. Samuel W. Go e D te• FOR ALL LANDSCAPE STANPARPS, SPECIFICATIONS 4 17ETAILS REFER TO: YALLEI'-WIPE RECREATION 4 PARK VISTRICT STAN17AR 7 LANDSCAPE SPECIFICATIONS" 670 WORK CONTAINED WITHIN THESE PLANS S-� �"O SHALL NOT COMMENCE UNTIL AN COUNTY SEAS: COUNTY OF RIVERSIDE SEA ' JOHN HANNA + ASSOCIATES ONE ■ • BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PRCFESS/ TRANSPORTATION DEPARTMENT LANDSCAPE ARCHITECTURE ELEVATION: 1425.301 1984 GRADING PERMIT HAS BEEN ISSUED. �� F� AP OVED BY: H 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 � ;� L2 � o � � � - \ / Solana Beach, California 92075 ' LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. LANDSCAPE PLANS L 1 .7 THE PRIVATE ENGINEER SIGNING THESE PLANS IS AN KHALED A. OTHM Iy, f (858) 259-1967 fax (858) 259-5656 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 J4A PLAN CHECK 12 REW51ONS - IRRIGATION, INC. DETAILS, PLANTING & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF o7/ro/o4 ,VA PLAN CHECK 11 REWSIONS- ROAD ALLIGNUET REWSIONS, NOTES, IRRIGATION& PLAN71NC N°' 33950 DATE: PREPARED BY: IRRIGATION DETAILS DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DA TE Exp. 6-30-06 -03 29-9 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ro , .7 9 of 6 Sheets RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY y9 CIVIL �P �/ =� c JOHN HANNA, R.L.A. DATE: FOR: W.O.# COUNTY .0010 AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA c��F RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: FILE NO. .i I 0 c � �� Uj M N -1 �y N N � � N N o v CN r LItTF AOR �' P P P ' m PAS P III ©F WORK P P P,� P, LINDENBERGER ROAD m 14-7 0 10 20 40 NORTH SCALE: 1 20' o � � v� � 21 20 19 18 1716 15 lu X to / i q � � � 6 6 � 4' 4, 4� / ? � 2 ' � � 4 4,"� � 4 • 6 6 (� / � � �/� � 4 4 2 2 " � /q,� 4 q. 4 .q� 8 �'�� , '4 � 1 } 4 Ei 4 0 0 0 LIMIT OF AORK 3 3 O q O 3: m LIMIT OF WORK v RIGHT Of Y4AY N OLD NEWPORT ROAD r � r h Underground Service Alert y Call: TOLL FREE 1 -800 227-2600 MOTE: REVIEW AN17 AFPRO\/AL BY TRANSPORTATION DEPARTMENT 15 FOR WORK AITHIN ROAP RIGHT-OF-AAY ONLY. 0 10 20 40 NORTH TWO WORKING DAYS BEFORE YOU DIG SOILS ENGINEER: VALLEY-WIDE RECREATION FOR PLANTINS PLANS SEE SHEETS L-2.0-L-2.4. T.H.E. SOILS CO. i& PARK DISTRICT FOR PLANTINS LEGENP 4 NOTES SEE SHEET L-2.5. 31750 CENTRAL STREET, SUITE A FOR PLANTINCG DETAILS SEE SHEET L-2.6, WILDOMAR, CA 92595 (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR ALL LANPSCAPE STANVARPS, SPECIFICATIONS 4 PETAILS REFER TO: \/ALLE%r-AIt7E RECREATION 4 PARIG DISTRICT 5TANIPARO LAN175CAPE SPECIFICATIONS. LOCATION OF \/INE SYMBOL 15 FOR GRAPHIC REFERENCE ONLY - NINES TO BE PLANTEt7 AITHIN LIMIT OF AORK AGAINST PROPERTY LINE YiALLS IPJACENT TO AHERE 5HOAN. JHA JOB No. NOTE: Samuel W.G ,A Date: 670 WORK CONTAINED WITHIN THESE PLANS Z�I I -O SHALL NOT COMMENCE UNTIL AN COUNLf TY SE COUNTY OF RIVERSIDE SEAL' '�� JOHN HANNA + ASSOCIATES Eamon BENCHMARK: CO UNT Y OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PRCFESS/ TRANSPORTATION DEPARTMENT L A N D S C A P E A R C H I T E C T U R E ELEVATION. 1425.301 1984 GRADING PERMIT HAS BEEN ISSUED. �e�° APPROVED BY: H `` 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. U-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 Solana Beach, Cafifomia 92075 LINDENBERGER RD. A 1 IRON PIPE & TAG MARKED COUNTY IN GAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN /` (858) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS L-2■ 1 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 HA PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING 33950 owe ! PLANTING PLAN & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF o7lio/o4 J4A PLAN CHECK/1 REVISIONS- ROAD ALLIGNAIET REVISIONS. NOTES, IRRIGATION&PLANTING N°' DATE: PREPARED BY: DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE * Exp. 6-30-06 �� 9-29-03 11 of 1 6Sheets DURING CONSTRUCTION, THE PRNATE ENGINEER SHALL BE No 1 - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY j� CIVIL c �P C//�O'� `'J ':3J —� c JOHN HANNA, R.L.A. DATE: „ _ FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA ca��F RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: 1 20 FILE NO. q#3,[ asp n,. W A u.t J W Q�z 0 QJ lu ua W f l lu 1 1 U 1 10 1111 lu 12 HOA MA NTAINED I 9 0 14 1 13 7 Uj 8 , 6 5 X i z F�- X -' ► a GONGRETE GONGRETE a HEADER HEADERLl S ! 'f tax _ _ _ a 1 1 � 1 � f • p A r O 9 piO�pi p/ O. q / '3 3 3 3 I ' ll SIDE L 1 1 1" 1 1 `3 �3 '3 O /q - 9 E{ i c{ O O 1 ,q 1jj LIMIT OF WORK m LIMI' RIGHT Of WAY O OLD NE PORT ROAD " Uj I 0 10 20 40 NORTH m w SCALE: 1" = 20' , } � W Z Z 1— QQ w lu Cn J I T_ luQ I HOA MAI TAINED 1 I 114 I 4 3 z � 113 112 , 111 11 0 z CONCRETE CONCRETE _ ►�f 8 HEADER HEADERS r v a - � � � 4, 4 4 4 �2 2 � � . � �,,� � a � ��'/�� 1 1 i ,� � � � �i� �• � 8 8 a � a 8 8 s /i 1 o 1 1 1 • s o / �� 3/ /1 ,1 1 s s 3 .__� a.. _ 1 1 �, _�_ R__. _ __ /__ �_�- 1 1. .1._ -- p j� ' f'A 1='A cJ' I W _.. . K LIMIT OF WORK � � � � 3FA O q 3 1 1 1 1 11 33 3 00 O q q 9 m "to RIGHT OF WAY " LI RIGHT OF AAY N N I OLD N EWPORT ROAD Underground Service Alert z Call: TOLL FREE 1 -800 227-2600 NOTE: 0 10 20 40 NORTH TWO WORKING DAYS BEFORE YOU DIG RE\/IEW AND APPROVAL BY TRANSPORTATION DEPARTMENT 15 FOR WORK WITHIN ROAD RIGHT-OF-WAY ONLY. SCALE: 1" = 20' SOILS ENGINEER: VALLEY-WIDE RECREATION FOR PLANTING PLANS SEE SHEETS L-2.0-L-2.4. T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR PLANTING LEGEND 4 NOTES SEE SHEET L-2.5. WILDOMAR, CA 92596 FOR PLANTING DETAILS SEE. SHEET L-2.6. (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR ALL LANDSCAPE STANDARDS, SPECIFICATIONS 4 DETAILS REFER TO: VALLEY-WIDE RECREATION 4 PARK DISTRICT STANDARD LANDSCAPE SPECIFICATIONS. JHA JOB No. NOTE: Samuel W. Datgg,, _ LOCATION OF VINE SYMBOL 15 FOR GRAPHIC REFERENCE ONLY - VINES TO BE PLANTED WITHIN LIMIT OF WORK AGAINST PROPERTY LINE WALLS ADJACENT TO WHERE SHOWN. 670 WORK CONTAINED WITHIN THESE PLANS I G-] I-O SHALL NOT COMMENCE UNTIL AN COUNTY SEAL: COUNTY OF RIVERSIDE JOHN HANNA + ASSOCIATES BENCHMARK: l COUNTY OF RIVERSIDE {� ■ ■ ■ ■ ■ Sheet No. ENCROACHMENT PERMIT AND/OR A �PRC�ESS/ L A N D S C A P E A R C H I T E C T U R E TRANSPORTATION DEPARTMENT � - ELEVATION: 1425.301 1984 GRADING PERMIT HAS BEEN ISSUED. Q`�� F APPROVED BY: A 444 South Cedros Avenue, Studio 26o RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 �c �� t Solana Beach, Califomia 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN 4 �r /J (,/ _ (858) 259-1967 fox (858) 259-5656 LANDSCAPE PLANS L-2 .2 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09/07/04 r A PLAN CHECK/2 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING � 33950 � ✓ 14 11' Z PLANTING PLAN & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF o7/f0/o4 HA PLAN CHECK jT REVISIONS- ROAD ALLIGNMET REVISIONS, NOTES, IRRIGATION&PLANTING N0' DATE: PREPARED BY: DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR * Exp. 6-30-06 1 _ 12 of 1 6 Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE BY MARK APPR DATE 9-29-03 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY sj9� CIVIL FOP .� �Q -Q� JOHN HANNA, R.L.A. DATE: FOR: W.O.# COUNTY , - ; AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA �� RECOMMENDED: DATE: R.L.A. NO. 1648 SCALE: 1" = 20' FILE NO. �, � jor - i 254107251253 255 loom 109 108 252 106 250 N N J M-�.�I-Tim --•--�-� ---�n-�-�-•-��-�� --�--w-�-�-r� �..... -r-�..��-�-� —A, .....,..,. .....�..�.....,.��...,... --� 16 I 3 1 1 • 1' 1 � / 1 1 1 • /� � 3 1 1 1 1 • _ — �i F� PA � .p- FA .__ ,,--.. _.. - ... ._.. ,'1 -1' - -- - .. ._. � _. _�• 3 "3: g 1 1 1 , 3 3 • 3 3 3 h W A L. --- A PA 3 O O g g3 3 1 , 1 1 tu LIMIT OF ^ORK ry m LIMIT OF WORK X RIGHT OF WAY � OLD NEWPORT ROAD i a 0 10 20 4-0 NORTH SCALE: 1" = 20' i MATC SEE Sfe ET L-2.4\ lu Hj 256 257 258 259 260 —all v1 8 , Aj 4. 4 2 "� 2 � 4 `�' 4 � `}' 44 '� '`1 / � 4 "44 4 2 � 2 � � � 4 4 � • � ass � �\ p A _ p - - - — F 73xkvpl!ll� sells 3 0000�1000 qqq"� .ggqq q p0 O� �' O 9 9 3 / q. q' A 4 ,q b O O b 3 g 3 3 , 3 q' I LIMIT OF WORK m I RIGHT 019 AAY cv OLD NEWPORT ROAD — — — — I 1 Underground Service Alert I Call: TOLL FREE 1 -800 227-2600 NOTE: TWO WORKING DAYS BEFORE YOU DIG REVIEW ANP APPROVAL BY TRANSPORTATION DEPARTMENT 15 FOR WORK WITHIN ROA17 RIGHT-OF-WAY ONLY. SOILS ENGINEER; VALLEY—WIDE RECREATION 0 10 20 40 NORTH T.H.E. SOILS CO. & PARK DISTRICT FOR PLANTING PLANS SEE SHEETS L-2.0-L-2.4. SCALE: 1" = 20' 31750 CENTRAL STREET, SUITE A FOR PLANTING LEGEND 4 NOTES SEE SHEET L-2.5. WILOOMAR, CA 92595 FOR PLANTING PETAIL5 SEE SHEET L-2.6. (909)678-9669 FAX(909)678-9769Noose DESIGN APPROVAL BLOCK FOR ALL LANDSCAPE STANPARP5, SPECIFICATIONS 4 PETAIL5 REFER TO: VALLEY—WI1PE RECREATION 4 PARK DISTRICT STANPARI7 LANZ75CAPE SPECIFICATIONS. JHA JOB No. NOTE: Samuel W. DI LOCATION OF VINE SYMBOL 15 FOR GRAPHIC REFERENCE ONLY - \/INE5 TO BE PLANTED WITHIN LIMIT OF WORK AGAINST PROPERTY LINE WALLS ADJACENT TO WHERE 5HOWN, 670 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN COUNTY SEAL: COUNTY OF RIVERSIDE S '�`�, JOHN HANNA + ASSOCIATES moose BENCHMARK: CO UNT Y OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A PROFESS/ TRANSPORTATION DEPARTMENT i° ' LAN DSCAPE ARCHITECTU RE ELEVATION. 1425.301 1964 GRADING PERMIT HAS BEEN ISSUED. F 444 South Cedros Avenue, Studio 260 APPROVED BY: G H �, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 v �� Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN / I s (658) 259-1967 fax (858) 259-5656 LANDSCAPE PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 BHA PLAN CHECK f2 REVISIONS - IRRIGA110N, INC. DETAILS, PLANTING PLANTING PLAN L-2 No. 3330- DATE: PREPARED BY: & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07/10/04 „HA PLAN CHECK/1 RENSIONS- ROAD ALLIGNMET RENSIONS, N01E5, IRRIGATION&PUNTING DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR 4L Exp. 6-30-06 ,� 1 3 16 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE BY MARK APPR DATE / 1 _ 9-29-03 of Sheets RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY j CIVIL �Q vv �L / `� 3 p � vti DATE: JOHN HANNA, R.L.A. DATE: SCALE: 1" = 20' FOR: W.O.# COUNTY � AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA q� C��F` RECOMMENDED: � � R.L.A. NO. 1648 FILE NO. q-31 Y .' i I I "ZI l�Z' �' N � I M N N N N Z ` (on / J lu • av �� a� v g 8 ` a _ 8` 111 4 � 4 4 2 4 4 4 4 1 1 1 3 In 3\ �F=_� 3 3 3 1 1 1 FO FO FO 0 �CA L K �O �O (V FO b �-am � F0 � f:C � 1d �O p O b O V 9 �.9 � 9�� 10 O . 0 �d�127�� d`a �i Q,q <1 9 .q 12� � O � � b � � 1 .1 1 � A �. 1 1 1 1 1 1 1 � � 3 3 �0 FO FO 1 1 lu LIMIT OF WORK WORK RIGHT OF WAY v BRIGGS ROADIN A m X am I) I 0 10 20 40 NORTH D SCALE: 1" = 20' 11 I z n I ; I � � I I m N z `y I I I u1I M N N HOA MAI TAINED z N "%*4 J ow*4 .36 O GONGRETE GONGRETE ------�— V HEADER HEADER — � 1— LI LIMIT O WORK *FE -- - �r _ A, �r ` 2 LI�O 1 & 3 3 1 1 11 1 3 1=O FO LI 3 3 3 3 J 1 1 1=0 RIGHT OF WAY LIMIT OF WORK RIGHT OF WAY BRIG S ROADMON - - m --- _ Underground Service Alert - - �� _ - ---- �� _ _ __�— �T ------ __-- __ -- - ---- — —--- --- - y o • Call: TOLL FREE 10 • 1 -800 227-2600 NOTE: TWO WORKING DAYS BEFORE YOU DIG REVIEW ANI7 APPROYAL BY TRANSPORTATION L7EP>A+RTMENT 15 FOR WORK WITHIN ROAO RIGHT-OF-WAY ONLY. SOILS ENGINEER: VALLEY-WIDE RECREATION T.H.E, SOILS CO. & PARK DISTRICT FOR PLANTING PLANS SEE SHEETS L-2.0-L-2.4. 0 10 20 40 NORTH 31750 CENTRAL STREET, SUITE A WILDOMAR, CA 92595 FOR PLANTING LEGEND NOTES SEE SHEET L-2.5. SCALE: 1" = 20' (909) 678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR PLANTING DETAILS SEE SHEET L-2.6. JHA JOB No. --v FOR ALL LANDSCAPE STANP ARPS, SPECIFICATIONS 4 DETAILS REFER TO: VALLEY-WIt7E RECREATION PARK I715TRIGT ST NP Ra L�rNI75G,APE SPECIFICATIONS. NOTE. Samuel W. Gore , D 71-n -0y LOCATION OF 1/INE SYMBOL 15 FOR 6RAPHIC REFERENCE ONLY - YINE5 TO BE PLANTED WITHIN LIMIT OF WORK >A iSvAINST PROPERTY LINE ^ALLS A7JAGENT TO WHERE SHOWN. 670 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN COUNTY SEAL: COUNTY OF RIVERSIDE S JOHN HANNA + ASSOCIATES • • • • • BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A cFEsS/ TRANSPORTATION DEPARTMENT LANDSCAPE ARCHITECTURE ELEVATION. 7425.301 1964 GRADING PERMIT HAS BEEN ISSUED, APPROVED BY: o G H N 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. M-14-0 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 2� Solana Beach, California 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN m /� �� , (858) 259-1967 tax (858) 259-5656 LANDSCAPE PLANS L_2 4. RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09/07/04 �#IA PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING 33950 !I PLANTING PLAN & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF o7/to/04 MA PLAN CHECK 11 REVISIONS— ROAD ALLIGNMET REVISIONS, NOTES, IRRIGATION do PLANTING No. DATE: PREPARED BY: DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE 4` Exp. 6-30-06 ,f - —_ 9-29-03 14 of 1 6 Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL �"' 9 , RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY sTP F JOHN HANNA, R.L.A. DATE: = FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA ( (C RECOMMENDED: DATE: ! ' R.L.A. NO. 1648 SCALE: 1„ 20' FILE NO. I I PLANTING NOTES SHRUBS 1. ALL PLANTING SHALL CONFORM TO THE VALLEY-WIDE RECREATION s PARK DISTRICT STANDARDS O Agapanthu5 africanu5 - Blue Lily-Of-the-Nile 1 GAL. 1114 PL-4/PL-5 Full 4 Bushy @ ± a' O.G. AND SPECIFICATIONS - REFER TO 'VALLEY-WIDE RECREATION 4 PARK DISTRICT STANDARD LANDSCAPE SPECIFICATIONS' - PREPARED BY LAND DEVELOPMENT GON5ULTIN6. O Xylo5ma Gonge5tum - Xylo5ma 5 GAL. 260 FL-4/PL-5 Full A Spreading @ ± V O.G. 2. MAINTAIN A QUALIFIED SUPERVISOR ON SITE AT ALL TIMES DURING INSTALLATION OF THE WORK. S. VERIFY MATERIAL QUANTITIES PRIOR TO INSTALLATION. QUANTITIES LISTED ON THE DRAWINGS ARE Diete5 vegata - Fortnight Lily 1 C7AL. 651 PL-4/PL-5 Full 4 Bushy @ ± a' oz. TOP OF CONCRETE HEADER SHALL FOR CONVENIENCE ONLY. ACTUAL NUMBERS OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY BE 1" ABOVE FINISH GRADE FOR DESIGNATED. ® EScallonia 'Gompakta' - EScallonia 5 GAL. 2q5 FL-4/FL-5 Full 4 Bushy @ ± 6' Oz. TURF AREAS 4. PRIOR TO PLANTING, PERFORM ONE PERCOLATION TEST PER 6000 SQUARE FEET OF PLANTING AREA. FILL A 24" BOX SIZE HOLE WITH WATER. IF IT DOES NOT COMPLETELY DRAIN WITHIN 24 Hemeroca!!i5 hybrid - Evergreen Daylily 1 GraeL. 614 PL-4/PL-5 Full Bushy @ ± 3' oz. 2500 PSI NATURAL GRAY 6 X6 HOURS, NOTIFY LANDSCAPE ARCHITEC D E T AND INSTALL DRAINAGE CHIMNEY PER DETAIL. T'~ TEST CONCRETE M❑WCURB FINISH SHALL SHALL BE DONE UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE. p� hotinia fra5eri - Red tif7 Photinia 5 G,hl... 211 PL-4/PL-5 Full A Bushy @ ± 6° Oz.SMOOTH TROWEL 5 OBTAIN A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY. RECEIVE 1" TOOLED RADIUS LANDSCAPE ARCHITECTS AND/OR THE COUNTY'S APPROVAL OF THE SOILS REPORT PRIOR TO THE O Rhaphlolepi5 indica 'Pink Lady' - India Hawthorn 5 6AL. 155 PL-4/PL-5 Full s Bushy @ ± 6' O.G. START OF CONSTRUCTION. SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL AGRONOMY TOP OF CONCRETE HEADER SHALL REPORT. o Prunusca, oliniana r - Caro lima I'n BE 2" ABOVE FINISH GRADE FOR 8 a Laurel Cherry 5 GAL. q 6''10 PL-4/PL-5 Upright � Bushy @ ± o.c. PLANTER AREAS 6 SOIL AMENDMENTS SPECIFIED BELOW ARE FOR BIDDING PURPOSES ONLY. THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF q� Buxus mlarophylla japon!ca - Japanese Boxwood 5 67AL. 2W PL-4/PL-5 Full 4 Bushy @ ± 4' O.G. A ROTOTILLER TO A DEPTH OF 6". ON SLOPES STEEPER THAN 3:1 OMIT$HAVING AND SCARIFY AMENDMENTS INTO TOP 2" OF SOIL. 5 6AL. 56q PL-4/PL-5 6 GENERAL SOIL PREP: AMOUNT PER 1,000 SQUARE FEET 1® Rhaphiclepis indica 'Ballerina' - Dwarf India Hawthorn Full 4 Bushy @ ± 4' O.G. " 4 GU. YIPS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR 2" OR CEDAR SHAVINGS. -III-I I-III-i I- I-III- 25 LOS. SOIL SULFUR 1=1 I 1=III-III-t _ -1 1 I-I I I-I 11- 150 LBS. 5-3-1 GRO POWER FERTILIZER VINES -I 11=1 I-I 11-I 11- 25 LBS./CU.YD. AGRICULTURAL GYPSUM I-1 I II 111I II!II I III II Ill lI I III;'III BAGKFILL MIX: AMOUNT PER CUBIC YARD Parthemocissus triGuSpidata - Boston Ivy 1 GAL. 402 PL-6 Climbing - Attach to Future Wall C❑NTINU❑US #3 REBAR THROUGHOUT 3 PARTS BY VOLUME ON-SITE SOIL. LENGTH OF M❑WCURB 1 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT. 15 LBS./GU.YD. 5-3-1 GRO POWER FERTILIZER GR®UNDGOVER UNDISTURBED SOIL/AMENDED S❑IL 2 LBS./GU.YD. IRON SULFATE 10 LS5./CU.Y0. AGRICULTURAL GYPSUM Myoporum parvifolium 'Pick' From Flats AS REQ. PL-10 Full $ Spreading @ ± 6' o.c triangular spacing - all 11. FERTILIZER TABLETS SHALL BE AGRIFORM 21 GRAM TABLETS (20-10-5). PLACE TABLETS AT HALF I ' planter areas 4 all 2:1 Slopes. THE DEPTH OF THE ROOTBALL IN QUANTITIES AS FOLLOWS: NOTE: 1 GAL, SHRUB 1 N:[ WN Wood Mulch - AS REQ. PL-� 2" min. approved bark mulch - all planter areas 4 SHO PR❑VIDE CONTROL J❑INTS AT ,5 GAL. SHRUB AND TREE 3 all Slopes less than 2:1. EVERY 6 FEET MIN, 15 GAL. SHRUB 4 15 GAL. TREE 5 BOXED MATERIAL 1 PER 4" OF BOX SIZE LLD Consulting 2003 (Any deviation or reproduction of this design nust be approved in writting by Valley Wide Recreation Park District) HYDROSEED 8. DOUBLE STAKE ALL TREES WITH 2" O X 10' COPPER MAPHTHANATE, GREEN COLOR IMPREGNATED LODGE POLE PINE STAKES AND V.I.T. CINCH TIES OR APPROVED EQUAL - FOUR PER TREE TYP. VALLEY WIDE RECREATION a ROOT BARRIERS REQUIRED FOR ALL TREES WITHIN s' OF WALLS, WALKWAYS OR OTHER HARvSGAPE Non- Irrigated Native Shrub M!x - ,�5 REQ. - See plan for hatched areas AREAS. ROOT BARRIER TO BE "DEEP ROOT" CONTROL BARRIER PANELS #UB 24-2 OR APPROVED 5/03 EQUAL. NO CYLINDER ROOT BARRIERS SHALL BE APPROVED, SIZE AND R INSTALLATION PER. MANUFACTURER'S SPECIFICATIONS AND DETAILS. Seed Mix: CONCRETE MOWCURB P L- 8 10. TOP DRESS ALL SHRUB AREAS AND SLOPES UNDER 2:1 WITH 2" MINIMUM LAYER OF APPROVED BARK Artemisia GaliforniGa 0.2 SlurryMix: MULCH. Encelia farino5a 1.0 11. CONCRETE HEADERS SHALL BE USED AT THE LMD AREA PROJECT LIMITS AND BETWEEN TURF ANIP PLANTERS - SEE APPROVED DETAIL. Eriogonum faSGiculatum foliosum 1.0 Mulch - 20001b5/acre - Gonwed virgin wood fiber Eriophyllum confertiflorum 1.0 mulch 12. THIRTY (30) DAYS AFTER INSTALLATION, FERTILIZE LANDSCAPE AREAS WITH BEST FERTILIZER Hazardia 5q,uarrosa 0.5 M-Binder - 150lbs/acre - Ecology Controls COMPANY 16-6-6, APPLIED AT A RATE OF SIX POUNIPS (6 LBS.) PER 1,000 SQUARE FEET OR A5 Fertilizer - 15-15-15 2001bs/acre. SPECIFIED IN SOIL ANALYSIS. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT Hemizonia fa5Glculata 0.5 MONTHLY INTERVALS. Lotus 5copariu5 brevialatUS 4.0 - 6O1b5/46re - AM-120 Mycorrhizal 13. INCLUDE IN BID PRICE FOR COMPLETE MAINTENANCE OF ALL WORK FOR q0 DAYS. THE Malacothamnus fasciculatus 0.5 MAINTENANCE PERIOD SHALL BEGIN UPON THE DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE. Mimulu5 aurantiacus puniGeuS 0.1 MAINTENANCE SHALL CONSIST OF BUT NOT BE LIMITED TO KEEPING AREAS GLEAN, WEED FREE, Pen5temon centranth ifol is 0.5 TRIMMED, WATERED, PEST AND DISEASE FREE AND ALL OTHER WORK NECESSARY FOR HEALTHY, VIGOROUS GROWTH AND GLEAN APPEARANCE. Phacelia cicutaria 1.0 14• CONTRACTOR SHALL REPLACE PLANTS WHICH ARE FOUND IN AN UNHEALTHY OR IMPAIRED Salvia apiana 0.5; CONDITION, MISSING OR DEAD DURING THE MAINTENANCE PERIOD. TREE$ SHALL BE GUARANTEED Salvia columbariae 0.5 FOR ONE YEAR. Salvia mellifera 2.5 15. APPLY PRE-EMERGENCE WEED CONTROL TO ALL NON-LAWN PLANTING AREAS. 18.5 1b ALL TREES IN LAWN AREA TO HAVE TRUNK GUARDS INSTALLED. SHOWN Allysum 'Royal Carpet' - AS REQ. - All 2:1 slopes PLANT LEGEND Seed Mix: SIZE SYMBOL BOTANICAL NAME - COMMON NAME UNLESS NOTED QUANTITY DETAIL NO. REMARKS Ally5um 'Royal Carpet' - seed rate 201b5/acre TREES Slurry Mix: • Fraxinus oxycarpa 'Raywood' - Raywood ,ash 24" BOX 55 FL-2/PL-5 Double Stake - q-10' Height 4 4-5' Spread FO Mulch - 1500lbs/acre - 100 % virgin wood fibre mulch - opt.: Paper Mulch • Lagerstroemia indica 'Tuscarora' - Red Grape Myrtle 15 GAL. 25 FL-2/FL-5 Double Stake - 7-5' Height 2-5' Spread M-Binder - 1501b5/acre LI Fertilizer - 16-16-16 51b5/1000sf. • Platanus acerfolia 'Bloodgood' - London Plane Tree 24" BOX q7 FL-2/PL-5 Double Stake - q-10' Height 4 4-5' Spread NOTES Underground Service Alert � Pinus eldarica - Afghan Pine 15 GALL. 83 FL-2/PL-5 Height � 2-3 S read PE Double Stake - '1-5' p ALL TREES NOTED ON PLAN AS 24" BOX (45 TOTAL) ARE TO BE INSTALLED AS SUCH AS THEY ,ARE PART OF THE STREET TREE � e Call: TOLL FREE REQUIREMENTS ,AND THEREFORE NEED TO BE THE REQUIRED APPROVED 24" BOX SIZE. • Robinia idahoensis - Pink Flowering Locust 15 GAL. 2'7 PL-2/PL-5 Double Stake - '1-8' Height 4 2-3' Spread 1 -800 RI CONCRETE HEADERS TO BE USED AT THE LMD AREA PROJECT LIMITS - FOR CONSTRUCTION SEE DETAIL PL-a, SHEET L-2.5. 227-2600 NOTE: TWO WORKING DAYS BEFORE YOU DIG REVIEW AeNP APPRO\/AL BY TRANSPORTATION PEPAeRTMENT 15 FOR AORK AITHIN ROAC RIGHT-OF-AAY ONLY. SOILS ENGINEER: VALLEY-WIDE RECREATION T.H.E, SOILS CO. & PARK DISTRICT FOR PLANTING PLANS SEE SHEETS L-2.0-L-2.4. 31750 CENTRAL STREET, SUITE A FOR PLANTINCG LEGEND 4 NOTES SEE THIS SHEET. WILDOMAR, CA 92595 FOR PLANTING I7ETAILS SEE SHEET L-2.6. (909)678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR ALL LANI7SCAPE STAN17ARPS, SPECIFICATIONS 4 PETA+ILS REFER TO: \/ALLEY-AIDE RECREATION 4 PARK DISTRICT STA<NVAR17 LAN7SCAPE SPECIFICATIONS. JHAJOBNo. NOTE. Samuel W. GWq, o te• LOCATION OF VINE SYMBOL IS FOR GRAPHIC REFERENCE ONLY - \/INES TO BE PLANTED AITHIN LIMIT OF AORK AGAINST PROPERTY LINE HALLS Ai7JACENT TO WHERE SHOWN. 670 WORK CONTAINED WITHIN THESE PLANS S-I `o SHALL NOT COMMENCE UNTIL AN COUNTY SEAL: COUNTY OF RIVERSIDE " S I • JOHN HANNA + ASSOCIATES BENCHMARK: COUNTY OF RIVERSIDE •.� ■ ■ ■ ■ ■ Sheet No. TRANSPORTATION DEPARTMENT ELEVATION. 74Z5,301 1984 ENCROACHMENT PERMIT AND/OR A PRc�Ess/� LANDSCAPE A R C H I T E C T U R E GRADING PERMIT HAS BEEN ISSUED. e�° F APPROVED BY: ��G.HA q 444 south Cedros Avenue, studio 260 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. & 2c �� Solana Beach, Callfomlo 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. TRACT 29$37 IP 020074 THE PRIVATE ENGINEER SIGNING THESE PLANS IS iu\L KHALED A. OTHMAN l �# i . (858) 259-1967 tax (858) 259-5656 LANDSCAPE PLANS L 2 5 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 •MA PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING ■ & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07110104 HA PLAN CHECK E7 REVISIONS- ROAD ALLIGNAfET REVISIONS, NOTES. IRRIGATION& PLANTING No. -30- DATE; PREPARED BY: PLANTING PLAN & DETAILS DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR DATE 4L Exp. s-3o-os ,� J y 9_29_03 15 of 16Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE / 10 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY sTq c!vIL �P � ,�y. y �� ! =„ JOHN HANNA, R.L.A. DATE: FOR: W.O.# COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY O- ��\F SCALE: i 4 DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: ,,__,.- R.L.A. N0. 1648 FILE NO. TREE STAKE SLOPE TREE PER PLAN TREE STAKE TREE PER PLAN WALL OR BUILDING TRIM TOP OF STAKES BELOW TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAGI BRANCHES TO PREVENT DAMAGI SECURE WITH GALV. ANCHORS I fvnlL _2X CINCH TIE NAIL 2X CINCH TIE PER SPECIFICATI❑NS CINCH TIE TREE TO STAKE CINCH TIE TREE TO STAKE 4 PLACES MIN, PER SPECS, 4 PLACES MIN. PER SPECS. VINE PER PLAN SPREAD 0= ,J WALL OR BUILDING 2' DIA, X 10' LONG LODGE 2" DIA, X 10' LONG LODGE POLE STAKES W/GALV NAILS POLE STAKES W/GALV NAILS —SLOPE SHRUB PER PLAN SHRUB PER PLAN (INSTALL OUTSIDE ROOTBALL) (INSTALL OUTSIDE ROOTBALL) REMOVE NURSERY STAKE I 12—N 2' THICK BARK MULCH y 2" THICK BARK MULCH 2' THICK BARK MULCH 2" THICK BARK MULCH 12" � 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ROOTBALL (SET CROWN 1" ROOTBALL (SET CROWN 1" ROOTBALL (SET CROWN 1' I ABOVE FINISH GRADE TYPJ I ABOVE FINISH GRADE TYR) ABOVE FINISH GRADE TYP,) � � ROOTBALL (SET CROWN 1" 12" 12" ABOVE FINISH GRADE TYPJ • _ ABOVE FINISH GRADE) " - SET AGAINST FOOTING _) c�TORr�l 24 21 GRAM AGRIF❑RM PLANTING 24 21 GRAM AGRIF❑RM PLANTING I i— �L ORIo r 21 GRAM AGRIFORM PLANTING ( ,� 21 GRAM AGRIF❑RM PLANTING ° --I s<o,"q< S<o TABLETS: 1-1 GAL, 3-5 GAL TABLETSi 1-1 GAL, 3=5 GAL —III—T stoPe s� TABLETS 1-1 GAL, 3-5 GAL TABLETS: 1-1 GAL, 3-5 GAL �— -21 GRAM AGRIF❑RM PLANTING 5-15 GAL, 8-24 BOX 5-15 GAL, 8-24 BOX -1 I oR�F 5-15 GAL, 8-24" BOX 5-15 GAL, 8-24' BOX TABLETS, 1-1 GAL, 3-5 GAL III— 8AS-� ,'_- �' • .'_• — — " l _ T 5 15 GAL, 8 24 BOX =I I= COMPACTED WATERING BASIN COMPACTED WATERING BASIN III=I I —COMPACTED WATERING BASIN COMPACTED WA I ERING BASIN I�—ICI " (MAINTAIN BASIN FREE FROM " REMOVE PRI❑R TO HYDROSEED =III-1 (MAINTAIN BASIN FREE FROM �� REMOVE PRI❑R TO HYDR❑SEED + COMPACTED WATERING BASIN e4 WEEDS AND HYDR❑SEED) 4 AND RAKE SM❑OTH °(—III_ 4" WEEDS AND HYDROSEED) 4" , CUT SLOPE TO CREATE LEVEL i + AND RAKE SMOOTH REMOVE PRIOR TO HYDR❑SEED I I —I _ —I I I CUT SLOPE TO CREATE LEVEL _ r 1— — 4 AND RAKE SMOOTH -I I 1= ° _I 1=1 WATER BASIN -III=III ° FINISH GRADE I 1=� ��`�` _) I= WATER BASIN FINISH GRADE COMPACTED BACKFILL MIX (PE _ 1 . FINISH GRADECOMPACTED BACKFILL MIX (PEIII FINISH GRADE) I PLANTING SPECS/REPORTS) I- FINISH GRADE PLANTING SPECS/REPORTS) —I I1=1 - _ COMPACTED BACKFILL MIX <PE 2X ROOTBALL WIDTH —III—I PLANT ING SPECS/REPORTS)2X ROOTBALL WIDTH " COMPACTED BACKFILL MIX (PE i=_ I I I —COMPACTED BACKFILL MIX (PER " III III 1,5X ROOTBALL DEPTH 1,5X ROOTBALL DEPTH 2X ROOTBALL WIDTHPLANTING SPECS/REPORTS) PLANTING SPECS/REPORTS) 1.5X ROOTBALL DEPTH 2X ROOTBALL WIDTH UNDISTURBED NATIVE SOIL 2X ROOTBALL WIDTH UNDISTURBED NATIVE SOIL 1,5X ROOTBALL DEPTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE S❑IL UNDISTURBED NATIVE SOIL NOTE° BREATHER TUBE (TYP,) PER NOTE: BREATHER TUBE (TYP,) PER BREATHER TUBE DETAIL BREATHER TUBE DETAIL MULTI—TRUNK TREES SHALL MULTI—TRUNK TREES SHALL RECIEVE THREE STAKES RECEIVE THREE STAKES P s approved in writting Valley Wide R r tin Pork i tri � l n Pork i ir.' f this design must be a o ed b a e de ec ea o a U s LD Consulting 0 3 (An deviation tin r reproduction writting V l z Wide Re r atio Pa D s - " n r reproduction o s des _ Cos 2 0 e a o o e oduction f this design mus` be approved in i i b a ae c e r - (An deviation oo o�003 LD Consultingi 'i n r^u t a r v in wr'�tln Valley Wide Y9 PP Y Y 9 Y P 9 PP 9 Y Y 111 ..onsulting 2G03 (Any aeviaii�r, or reproduction of this design s be pp o ed i g ;,y a ey ae Rec entlon Par:< '-:St. ti�D Consulting 2003 (Arty deviation or reprcaaction of this design must be approved in writting by Valley Wide Recreation Park Distri )LD Consulting 2003 (Any deviation or reproduction of ihis design mus l be approved in writting by Valley Wide Recreation Park Dist ct) VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION 5/03 5/03 5/03 5/03 5/03 SLOPE TREE PLANTING LP L- 2 E TREE PLANTING PL- 3 SLOPE SHRUB PLANTING I PL- 4 I SHRUB PLANTING PL- 5 VINE PLANTING PL- 6 NOTE: GROUND COVER PER PLAN ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE 2" MIN, BARK MULCH WITHIN 5 FEET OF HARDSCAPE SURFACE INSTALL PRIOR TO PLANTI TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE 6'-8" AMENDED SOIL PR❑VIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS FINISH GRADE IN STALL PRIOR T❑ PLANTI MIN, BARK MULCH PROVIDE 18' BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS N a a a a FOR ALL PLANTERS TYP, —III I I I-1 I I=I i 6"-8" AMENDED S❑IL —III—III—III=II1- THR000HOUT PLANTER AREI— _ I— III—_I I � ° . . I�IIII�IIIIi;,III-III-III,�,lil,�illl,�illll�li i�ll�l=Ili FINISH GRADE UNDISTURBED SUBGRADE y FERTILIZER TABLET (PER SPEC I�illl�lll'�I�II;I�� 1 O O O O O O III—III=III- FINISH GRADE I- 111-111-111' i l_I I='111-111-'III=III= I I�I I I I�I o 0 0 0 0 0 ;III,;,III,;.Iil I III,_,III—„III—III—,III „III_ D D UNDISTURBED SUBGRADE CONCRETE l CONCRETE CURB O O O O SIDEWALK D O O O O O O -i i i- =1 I I=1 I I- a 1=1 11=1 I ! a • 112 D' ;III I I I—I 11=I I I I Ed I I—I I fill , —I iI—III—I I— I—I i=III — ROOT BARRIER TYP, SIDEWALK, WALL OR OTHER EDGE TYP, —I COMPACTED BACKFILL II ;,Illlillll IIIIIIIIIII II- IIiIIII,�,IIIIi, NOTE: NOTE° Underground Service Alert BARK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL N❑TEI UNDISTURBED NATIVE S❑IL TO OWNER'S REPRESENTATIVE PRIOR TO PURCHASE OF MATERIAL ALL ROOTED CUTTINGS SHALL BE PLANTED 12" ❑,C, MAX, ROOT BARRIERS SHALL BE MANUFACTURED D— ❑,C, DISTANCE SHOWN ON PLAN s Call: TOLL FREE BY "DEEP ROOT' PANELS OR APPROVED EQUAL LD Consulting 2003 (Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation Park District) LD Consulting 2003 (Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation Park District) LD Consulting 2003 (Any deviation or reproduction of this design must be approved in writting by Valley Wide Recreation Park Distr t) 1 -800 227-2600 VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION TWO WORKING DAYS BEFORE YOU DIG 5/03 BARK MULCH 5/03 5/03 PL- 7 ROOT BARRIER PL- 9 GROUND COVER PLANTING PL- 10 SOILS ENGINEER: VALLEY—WIDE RECREATION T.H.E. SOILS CO. & PARK DISTRICT 31750 CENTRAL STREET, SUITE A FOR PLANTINCG PLANS SEE SHEETS L-2.0—L-2.4. WILDOMAR, CA 92595 (909)678-9669 FAX(909)678-9769 DESIGN APPROVAL BLOCK FOR PUNTING" LEGEND 4 NOTES SEE SHEET L-2.5. FOR PUNTING DETAILS SEE THIS SHEET. JHA JOB No. NOTE. Samuel W. Goepp, Da g„ FOR ALL LANPSGAPE STANVARPS, SPECIFICATIONS 4 PETAILS REFER TO: VALLEY—WIVE RECREATION 4 PARK DISTRICT STANI7ARP LANDSCAPE SPECIFICATIONS. 670 WORK CONTAINED WITHIN THESE PLANS !• SHALL NOT COMMENCE UNTIL AN COUNTY SEAS: COUNTY OF RIVERSIDE SEAL JOHN HANNA + ASSOCIATES ' ' • • • BENCHMARK: COUNTY OF RIVERSIDE Sheet No. ENCROACHMENT PERMIT AND/OR A TRANSPORTATION DEPARTMENT M H�NN 9 LAN DSCAPE ARCHITECTU RE ELEVATION. 1425,301 1954 GRADING PERMIT HAS BEEN ISSUED. ��`�� APPROVED BY: �� • °�+ 444 South Cedros Avenue, Studio 260 RIV. CO. B.M. M-14-0 IN THE TEE INTERSECTION OF NEWPORT RD. & TRACT 29837 IP 020074 _ 9 Solana Beach, Califomia 92075 LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS KHALED A. OTHMAN / �� / it /� (656) 259-1967 tax (858) 259-5656 LANDSCAPE PLANS L-2.6 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 09107104 JHA PLAN CHECK 12 REVISIONS - IRRIGATION, INC. DETAILS, PLANTING 33950 1 l & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF 07110104 JHA PLAN CHECK j1 RENSIONS- ROAD ALLIGNMET RENSIONS, NOTES, IRRIGATION&PLANTING No. DATE: PREPARED BY: PLANTING DETAILS DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR * Exp. 6-30-06 DATE BY MARK APPR DATE �—� 9-29-03 1 6 of l 6Sheets DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE /' CIVIL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY sT �P '' ✓1 C� - U� AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. q- c�\F� �o��cA��F JOHN HANNA, R.L.A. [SATE: SCALE: FOR: W.O.# COUNTY ' � DESIGNED BY JHA DRAWN BY JHA CHECKED BY JHA RECOMMENDED: DATE: R.L.A. NO. 1648 FILE NO. 7C i GENERAL NOTES TRACT 040 29837 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES OTHER THAN THOSE WITHIN EXISTING COUNTY RIGHT-OF-WAY INSTALLED UNDER FRANCHISE AGREEMENT OR PERMIT. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THER P L RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS WAr ,. ANS i AND SUBSEQUENT AMENDMENTS, DATED 9/16/88, CO. ORDINANCE NO. 461. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE COUNTY OF RIVERSIDE PERMIT SECTIONS, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS. EMWD POTABLE WATER NOTES NOTIFICATIONS 4. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE, PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, AND DRAINAGE. 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 5. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN WITH EMWD STANDARDS AND SPECIFICATION. CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN CONFORMITY WITH THE REQUIREMENTS OF RIVERSIDE COUNTY AND THE 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHAI.I_ EXPOSE ADVANCE OF STARTING CONSTRUCTION. AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) STANDARDS. EXISTING WATER SYSTEM AND VERIFY ITS EXISTING FI '_VATION AND LOCATION 6. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RIVERSIDE COUNTY 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/8" VE E_RS 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO AND THE A.W.W.A. SPECIFICATIONS WILL BE CAUSE FOR REJECTION. UNLESS OTHERWISE NOTED; AND SHALL BE LOCATED t�S SHOWN ON THE EXCAVATION OR TRENCHING. 7. MINIMUM PIPE COVER FOR WATER LINE SHALL BE 48 INCHES. PLANS, ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SER''ICES SHALL 8. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO RIVERSIDE BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, (TYPE "B")• U.S.A. 1-800-227-2600 COUNTY SUBDIVISION IMPROVEMENT ORDINANCE NO. 461.6-1988. 4. TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-368. E.M.W.D. 909-928-3777 EX 4830 9. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES, 5. AIR VALVES SHALL BE INSTALLED IN F_;CORDANCE WITH STD. DWG. B-598, TYPE "B". REFER TO STATE HEALTH CODE. 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 10. WHERFVEP A WATER LINE ENCOUNTERS A STORM DRAIN LINE OR 7. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362. OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL ALL BARRELS ARE TO BE PAINTED CHROME YELLOW, WITH TOPS AND NOZZLE SOUTHERN CALIFORNIA GAS COMPANY 909-355-8031 RESULT IN LESS THAN 36 INCHES OF COVER OVER THE WATER LINE, IT CAPS PAINTED GREEN. WILL '�ROSS UNDER THE OBSTRUCTION (MIN.6" CLEAR). 8. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER APPURTENANCES LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. 9. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 EXCEPT EMWD SEWER NOTES WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 10. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. WATER CERTIFICATION 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE 11. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS WITH EMWD'S STANDARDS AND SPECIFICATIONS. SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT N0. 29837 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF INVERT). E.M.W.D. STANDARDS AND SPECIFICATIONS. THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, 12. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS, PER EMWD STANDARDS AT THE TIME OF INSTALLATION PER EMWD STNADARDS AND SPECIFICATION. SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH TRACT. THIS CERTIFICATION DOES NOT AND SPECIFICATIONS. CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS.SB-56, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION THROUGH MANHOLES AND USED AS A FORM FOR THE INVERT. MAINLINE OR ANY OTHER PURPOSE. CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWG. SB-52. EASTERN MUNICIPAL WATER DISTRICT 5. Pft_R TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SCW''R -AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE PROPER CONNECTING EXIS S,MONO ALTERATIONSMANHOLES SHALL AND BE INLET MADE O UB XIS°ING PRIVATE ENGINEER'S NOTICE TO CONTRACTORS MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. BY: - 6. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON CIVIL ENGINEER OF SUBDIVISIONS D TE SB-177. LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF ON PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. CONSTRUCTION, TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES. TO PROTECT DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS. THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR OR STRUCTURES. "CONFINED AIR SPACE" ARTICLE 108, TITLE 8-CALIFORNIA ADMINISTRATIVE CODE, WATER LEGEND 8. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SMALL BE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TREATED FOR ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME WATERLINE (SIZE AND TYPE NOTED) 9. ALL RESIDENTIAL LATERALS SHALL HAVE A CLEANOUT IN ACCORDANCE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF WITH DISTRICT STD. DWG. SB-52. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY 6 ALL PERSONS AND PROPERTY; ---- -- EXISTING OR PROPOSED WATERLINE BY OTHERS (SIZE AND TYPE NOTED) 10. ALL PIPEZONE BEDDING & TRENCH BACKFILL SHALL BE TO STD. DWG. SB-157, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL FLANGE (F) TYPE END SB-158, SB-159. WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 11. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, T HUB (H) TYPE END, RESTRAINED BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CROSS (FLG'D) THE MANHOLE CENTRLINE. T 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR BEND (HxH), RESTRAINED PLUMBING CODE. FIELD MONSSTRUCTIION, AND DESIGNIATELY TO THE ENGINEER RESOLUTION LL BE RESPONSIBLE FOR DISCREPANCIESREPANCIIES NOTSO RE PRIOR REPO TO RTED AND 6" FIRE HYDRANT 6%1-2 1/2"x1-4" RESOLVED. � ( ) [PER STD. B-362] TEMP. BLOW-OFF B-568 SEWER CERTIFICATION �ABL°FOR,THE UNAUTHENGINEER ORIZED CHANGES OR THESE USESPLANS OF THESE PLANS. RALLPOCHAINGES FOR, TTO THE 1" AIR VALVE [A.V. & A.R. PER STD. B-598 (TYPE "B")] PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 3AIF RSGV - RESILIENT SEAT GATE VALVE HxF , RESTRAINED I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT N0. 29837 ( ) IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S -III- FxH ADAPTER, RESTRAINED SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. 1" METER SERVICE CONNECTION [W/ 5/5' METER PER B-590, TYPE "B"] EASTERN MUNICIPAL WATER DISTRICT ❑ BLUE RETROREFLECTIVE PAVEMENT MARKER LOT LINE STREET ' vmt 10' MAX LOT LINE LIGHT STREET LIGHT CIVIL ENGINEER OF SUBDIVISIONS DATE I 1 R/W ; = R/W ❑ BACKFLOW DEVICE Q GRAND AVE. 10 5 MIN. I O� WATER SERVICE WITHOUT METER o 10 5 MIN.) 1 ( ) PROP. DRIVEWAY , , ( ' - - - - - - - j5' P.U.E. 6" SUPER FIRE HYDRANT (6"x2-2 1J2"x1-4") [PER STD. B-517] SIMPSON RD. 2' 7' 6' MIN. , , o WATER SEWER SERVICE LATERAL Q:� SEWER W W o W WC14 JOINT �0R � DATED 09/05/03 4 ONWARD ONLY LATERAL f OF STREET ' I KTRENCH Underground Service Alerf S S S S �� 0)4' NEIDEDE ON�Y I I �� i� err �P�� Li Cali: TOLL FREE `` L J HUW A►KER 4 ASSOCA -5 s 1\>>�1\1�r r G 1 -800 THREE Hu6Nes - 1RV INE,CA.92(0 k8 vµC'�4�)583-IOID F SgLT w 227-2600 TYP. SEWER LATERAL & WATER SERVICE LOCATION �� o TWO WORKING DAYS NOT TO SCALE TYPICAL STREET SECTION J BEFORE YOU DIG NOT TO SCALE 2 7 03 NEWPORT ROAD DOW S NY R RCE Z406PS DATE o PROJECT OWNER / DEVELOPER: COUNTY OF RIVERSIDE, CALIFORNIA WATER SYSTEM IMPLEMENTING FACILITIES TIME LIMITATION WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE C�►' I SITE EASTERN MUNICPAL WATER DISTRICT FORNIA VICINITY MAP SOUTHERN CALIFORNIA FIRE DEPARTMENT FIRE CERTIFICATION V" i � � ��3 DEPARTMENT OF HEALTH NOT TO SCALE LAND MANAGEMENT, INC. APPROVED BY: I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS TEMPORARY LIFT STATION PER FROMTHE IMHE (MIT ON DATE ONRTHENGS CERTPFC°VAL ATONSHAF CONST BE IRUC6TION°HAHS CIVIL ENGINEER OF SUBDIVISIONS DATE APPR D BY: THOMASPBGOS868UIGRID MAP, H2 02 EDITION IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED INIITAL DATE SECTION 36, TSS, R3W AJ , G�� PROJECT ENG.BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. OFFSITE SEWER PLANS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS 31676 RAILROAD CANYON ROAD FOR FIRE DEPARTMENT, RIVERSIDE COUNTY CA. FOR TRACT 29837 TO BE REVIEWED BY THE DEVELOPERS/DESIGN ENGINEER AND SA?l1fi� 03 CANYON LAKE, CA 92587 RESUBMITTED TO E.M.W.D. FOR POSSIBLE CHANGES IN MASTER APPROVALS INSPECTION FOR HEALTH DEPARTMENT,�RIVERSIDE COUNTY CA. 1.D. 13 & U-1 (909) 246-1100 * FAX: (909) 246-1104 DATE7"7"�3 L�l DATE: �-!¢-�3 PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND WTR. OPERATIONS RICH;;RD A. SCIANNI RCE N0. 25917, EXP. DATE: 12/31/05 STANDARDS. swR. `pERATIONs DATE -7- 1 S.A. 33/41 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEE_ RINCIT ENCHMARK: TRACT 29837 I P 020074 �.o W.O. 10- 027 WORK CONTAINED WITHIN THESE PLANS INC .• SHALL NOT COMMENCE UNTIL AN -F l-- QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/0 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION �s'3i4 `317 ENCROACHMENT PERMIT AND/OR A - �� A- p �l �O o n. Nil 1 1651 STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY 0 F t COORD. 23-B-30 & 31 GRADING PERMIT HAS BEEN ISSUED. _. _,.�... `r�� T,y��F� APPROVED BY: �c��rP� S�iyyF�� RIVERSIDE, CALIFORNIA 92503 IRON PIPE & TAG MARKED COUNTY SURVEYOR RIVERSIDECl) SHEET 1 OF 18 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y � ? z m (909) 785-5122 FAX (909) 785 180 IN CAP WELL MON, SEWER AND WATER ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. w ``' ' l �`' No. 25917 ELEV.= 1425.301 Lz� BE 4107/04 REV. 2" SERVICE@ L07 3lCo RE ALIGIVED SEVVE(Z- SHT• 13 ° � Exp.36/30/06 � / / ` � � IN THE EVENT � DESCREPANCIES ARISING AFTER COUNTY APPROVAL yt * ,t Exp. 12/31/05 * � (1984) ML 9/s/03 REV)5ED PROPOSED F•5. AND PROFILE W17HSEWER M.H. RIM ELEV. j ( b S PREPARED BY: R.C.E. NO. 25917 TITLE SHEET OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P K D A O MAN DATE s Ao 0401CA - I RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. ATE q�FO�ICA``��C�� 9TFOF IVI� Q��\� EXP. 12 31 05 SCALF: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECO MENDED DATE CA0- /� s DATE: "�'�-03 H: V: FOR:CAL. LAND MANAGEMENT, INC. W.O. COUi�TY f RICHARD A. SCIANNI _ FILE NO. 3 I ZA JN571/5-30-03/571 SW1 .DWG/S:40 CONSTRUCTION NOTES & QUANTITY ESTIMATE * TRACT NO . 29837 DESCRIPTION QUANTITY WATER 12" P.V.C. C-900 (CL 150) WATER MAIN 1,342 L.F. LOCATOR WIRE 11,888 L.F. SEWER AND WATER PLANS 12"X12%8" FLG'D TEE 1 EA. INDE ? 12" HxH 45' ELL 1 EA. "GAS 12" HxH 45' VERTICAL ELL 4 EA. 16"GAS 30"GAS 12" FxH ADAPTER 1 EA. 10' (5' MIN.) » 10' (5' MI .) (TYP.) 8 SEWER 8 WATER (TYP.) 8" SEWER 8" WATER A.V.&A.R. 12" FxH R.S.G. VALVE 2 EA. MAP , ( , 181 182 183 184 185 186 187 188 189 190 1 g 1 192 1198 199 200 290 289 288 287� 286 285 (OTYP) MIN.) & B.O. 322 12"x6" HxH REDUCING 90' ELL 1 EA. LOT 318 321 M.H. 28 _ 193 194 195 196 197 284 1283 282 281 2gp 279 278 8" P.V.C. C-900 (CL 150) WATER MAIN 10 546 L.F. 1' 1' 2" LANDSCAPE SERVICE M.H. 33 M.H. 29 O COVE D R I V M.H. 31 M.H. 34 M.H. 35 277 I LOCATOR WIRE 10,605 L.F. (NO BLDG S PROPOSED) 45 - _ _ - _ _ — TTO N VV0 - - _ _ _ _ _ , 1 44 _ \ 12" WATER 8" FLG'D TEE 9 EA. / - - �' A.V.& - F. .H i-- 276 8" HxH 45' ELL 3 EA. 27 �H. - - - - � _ 43 �� 30 - - M.H. 32 201 SHEET 8 F. • - - _ I / 179 178 177 176 175 174 173 172 SHEET 7 164 163 1 62 2" LANDSCAP 291 F 8" HxH 45' VERTICAL ELL 29 EA. �<) 8" WATER 42 , / 180 171 170 169 168 167 166 165 161 SERVICE I I M.H. 38 292 293 / 0 / �/ I 202 294 295 296 297 I 275 8" HxH 90' ELL 4 EA. 8" FxH ADAPTER 12 EA. 8" SEWER 41 � ��Q 77 » 8" WATER � � 230 � 1 8 WATER 8 WATER I 274 r/ >- 8 SEWER 149 SHEET 11 315 moo_ 20 » 1 8" WATER 00 8" HUBBED TEE 1 EA. 40 ` � �� 147 148 150 151 152 158 159 160 PARK �s. 8" SEWER 8 SEWER I 8" FxF 90' ELL 1 EA. qy 78 146 153 154 1551156 157 229 98 I 273 w Q 39 4� \ - M.H. 16 N O p�H M•H• 17 M.H. 18 , Z31 2 4 300 299 M.H. 3 w 8" FxF 11 1/4' ELL 1 EA. � s ~``, `4� - - _ f` - SHORE_ STREET _ — \ M.H. 39 2os 302 301 I = " " / 1 \ \ ANGLER AV E N U 8 x6 HxH REDUCING 90' ELL M.H. 2 1\ 47 14 \ _ - - 232 0228 �y 8" WATER 2" LANDSCAPE " " \ - _ SERVICE 8 x6 HxH REDUCER 1 EA. ,moo 37 / 48 F. i AN - - - - - - " F.H. \ 23 227 \ \ /� 206 M.H. 37 / _ -� 8" FxH R.S.G. VALVE 23 EA. 2 LANDSCAPE 36 / / 76 79 145 144 143 142 141 140 1 135 SE `\ 8" WATER 226 F `\� F. / F I 36"x8" TAPPED SAD. CONNECTION WITH 8" FxF R.S.G.V. BY E.M.W.D. 2 EA. 75 139 138 137 36 \ 207 SHEET 3 I 272 F.H AT DEVELOPERS EXPENSE Q/ 49 ``�313 '0' (5' MIN. " 8 WATER AN 234 " \ \, A.V.�c A.R. I D _ 12 EA. 35 G) �� 74 PARK\ GS ) 8 SEWER 314 8 SEWER 225 \� 303 304 3051 r- 1" A.V. AND A.R. PER E.M.W.D. STD. B 598, TYPE "B" Q 50 `� 2" LANDSCAPE 0�� p1 / PARK ` 3 \ O 208 M.H. 25 I 271 = 6"x4"x2 1/2" FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. B-362, / SERVICE O OS�' \ \Q » m ,r,. 41 EA. 34��/ 51 o�Q� 73 / M.H. 14 �Oe (NO BLDG S 134 \ 236 1 \ 8 WATER 0 m 321 / Q \ Q-/ 80 PROPOSED) M.H. 19 \7 224 �� \ 209 A.V.& I 27p 33 52 / / 133 \ � � \ \ � 21 0 3p6 A.R. Z � BLUE RETROREFLECTIVE PAVEMENT MARKER 62 EA. / " 72 r \ \ 237 223 �� \ \ / M.H. 44 1" WATER SERVICE & 5/8" METER PER E.M.W.D. STD. B-590, TYPE "B" 310 EA. 32 Q�i 8 WATER QF H/ r 81 F H 1 \ ��- 21 1 307 1(� 269 / 71 �(/` / / 0d 32 \ \ 238 M.H. 40 \ -I 2" WATER SERVICE & 1-1/2" METER PER E.M.W.D. STD. B-344, TYPE "B" 13 EA. 31 54 53 // / 82 �J`s' \ �i 222 ` \ 8" SEWER 268 6"x4"x2 1/2"a,2 1/2" SUPEL FIRE,4AYDfiANT ASSEMBLY PER E.M.W.D. -� 1 EA. M.H. 2SEWER 70````Q- / 0 �J 31 \ 239 221 1 - \ 212 308 m STD. B-517. _ , 30 r/ / Si/ 83,` 130` �� `\ \ 323 13ACKFLOW DEVICE PER E.M.W.D. STD. B-597 13 EA. 55 69 / 4 / 84 �� Sy \ \ \\� 240 220 \ \ M.H. 4F 267 309 TEMP. B.O. PER E.M.W.D. STD. B-568 1 EA. 29 56 68 J/ r �� 311 129 �� 241 A.v.an \\310 Q / 67 M. / 85 242 219 A R \ \ / 266 ADJUST VALVES TO GRADE 82 EA. 0 2 8 / / 57 » F.H. M.H. LAKE 1 �� M.H. 2 \ M.H. 21 " \ / H. 23 8 WATER / 86 128 \ ew 8 WATER 218 SEWER 27 I I 58 " 66 �i F. 243 H. 14 87 127 \ \ 217 F.H. 264 265 F.H. 8" SEWER MAIN LINE 9,919 L.F. 8 SEWER / 8" SEWER \\ \ 263 (, � � M H 12 � ` » SEWER MANHOLE PER E.M.W.D. STD. SB-56 39 EA. 26 59 // 88 126 244 216 \\ \ 8 WATER TERMINUS MANHOLE PER E.M.W.D. STD. SB-58 5 EA. R 65 Uj `� 125 \ M.H. 22 215 `� \ 262 4" SEWER LATERAL PER E.M.W.D. STD. SB-177 7,062 L.F. 25 1 60 64 Q 312 Z45 H. 42 8" SEWER w 4"x8" SEWER WYE 303 EA. Z A.V.&A.R.1 I N RECREATIONAL 124 I 214 w LLJ 24 I I 8" SEWER I 1 Z 10' (5' MIN.) 8" SEWER A.V.&I I 246 248 249 261 N BACKWATER 1 EA. Q F.R. 10 (5 MIN.) A.R. »62 63 111 93 94 95 96 97 (TYP.) 105 8" WATER 115 (TYP. 1:8" WATER 8 SEWER 12" yyA�R REMOVE PLUG AND JOIN 8" SEWER 1 EA. Z 23 M.H. 1 F. 1 90 91 92 LA E M.H. 4 98 99 100 101 102 103 10 2" LANDSCAPE M.H. 6 1 16 1 17 118 1119 120 121 122 1 23 F I 247 213 F" . 11 4" CLEANOUT PER E.M.W.D. STD. SB-52 311 EA. _ M.H. 2 LA K E S HO R E _ - - ERvlc _ - - - - - 1 _ _ - - _ _ - - 1' - - M.H. 5 - - _ - -LC1 K ES H 0 E 1_N - M.H. 9 - - M.H. 10J 1 6 A.R� 44 EA. ADJUST MANHOLES TO GRADE 8" SEWER — — — — — — — _ _ _ I N G _ _ _ _ _ QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND 0 22 19 H 3Fol F.H• 5�PuL 7yP) F.H. V.&A. F.H M. j - - - F.H. 2, LAI C SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN SERVI"CDS �'� 20 16 15 SHEET 4 1 2 1 1 w 1 p SUPER F.H7 -I F.H. SHEET 5 26SEE i E QUANTITIES AND BID A COMPLETE JOB. O �,� 8" WATER118 17 14 13 w 9 3 2 w 114 1 13 1 10 = 8 7 6 5 4 112 111 109 106 250 251 252 253 254 255 256 257 258 259 24" As WATER LEGEND J �` Z 1 10' (5' MIN.) c� F H 2" LANDSCAPE I = 10' 5' MIN. 1 08 107 0"GAS (TYP.) SERVIC � ( ) H (TYP.) 1 "GAS WATERLINE (SIZE AND TYPE NOTED) LOT 320 F.Hi N E W P 0 R T ROAD _M_ F H ----- - EXISTING OR PROPOSED WATERLINE BY OTHERS (SIZE AND TYPE NOTED) EXIST. 3 CML&COLD F.H. � I TIE INTO PROPOSED PER �1 1 319 - HUB FITTING END 8 OFFSI TE SEWER t s d CLEAR 36 x8 TAPPED SAD. CON. EXIST. 36 CML&C d 36"x12" TAPPED SAD. CON. RESTRAINED FITTING END - — — - 36"x8" TAPPED SAD. CON. EXIST. 36 CML&C 324 PLEASANT " " V� WITH 8 FxF R.S.G.V. BY WITH 8 FxF R.S.G.V. BY PER D-9160 323 'cif PER D-9159 WITH 12 FxF R.S.G.V. BY \ i F CROSS (FLG'D) X. F.H. 375.45' � 3&_ 4W 496.69' LAKE LANE E.M.W.D ® DEV. EXPENSE 506.74' I E W LANE E.M.W.D ® DEV. EXPENSE 600' �~ �3� 613.76' E.M.W.D ® DEV. EXPENSE (DISTANCE BETWEEN F.H.'S) !h�� (DISTANCE BETWEEN F.H.'S) (DISTANCE BETWEEN F.H.'S) (DISTANCE BETWEEN F.H.'S) !� ' N1. (DISTANCE BETWEEN F.H.'S) ' BEND (HxH), RESTRAINED PROPOSED SEWER ��VO y��Q 6" FIRE HYDRANT (CO-2 1/2"x1-4") [PER STD. B-362] OFFSITE ACT 29837SEWER PLANS SHEET 15 ABBREVIATIONS N >C A M SHEET 16 o GRAND AVE. 10' MIN. SEWER LEGEND Q IMPLEMENTING FACILITIES w TEMP. BLOW-OFF B-568 Underground Service Alert AR-AIR RELEASE OFFSITE SFWIER 4 TEMPORARY LIFT STATION PER AV-AIR VACUUM SCALE: 1 "= 100' slMPsoN RD. Call: TOLL FREE OFFSITE SEWER PLANS FOR TRACT 29837 GV-GATE VALVE MANHOLE (SB-56) o �-+ 1" AIR VALVE [A.V. & A.R. PER STD. B-598 (TYPE "B")] BF-BLIND FLANGE � -800 >> BFV-BUTTERFLY VALVE H-HUB �4- RSGV - RESILIENT SEAT GATE VALVE (HxF), RESTRAINED 227-2600 SCALE: 1 = 100 BOSD-BOTTOM OF STORM DRAIN HPI-HORIZONTAL POINT OF INTERSECTION SEWER MAIN AND LATERALS (SIZE NOTED) IN FxH ADAPTER, RESTRAINED MH-MANHOLE TWO WORKING DAYS BOW-BOTTOM OF WATER LINE —--11~--— EXISTING OR PROPOSED MANHOLE `�� /f r I\JJr r r �P 1" METER SERVICE CONNECTION [W/ 5/8" METER BEFORE YOU DIG PROP.-PROPOSED 0 50' 160' 260' 360, 400' BRPM-BLUE RETROREFLECTIVE PAVEMENT MARKER - I p m PER B-590, TYPE B"] RSGV-RESILIENT SEAT GATE VALVE z CAV-COMBINATION AIR VALVE -�---J-- EXISTING OR PROPOSED SEWER MAIN AND LATERALS �� SALT ,,, R/W-RIGHT OF WAY (SIZE NOTED) `L9� �? Z ❑ BLUE RETROREFLECTIVE PAVEMENT MARKER OWNER / DEVELOPER WATER / SEWER APPROVED BY: CG-CENTER GRADE EASTERN MUNJCIP4 WATER DISTRICT CML & C-CEMENT MORTAR-LINED AND COATED STEEL PIPE RW-RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). TERMINUS MANHOLE (SB-58) NEWPORT ROAD STREET LIGHT SD-STORM DRAIN o SOUTHERN CALIFORNIA V �• 4`Za��7 (CLASS 150 UNLESS OTHERWISE NOTED) STL-STEEL PROJECT LAND MANAGEMENT, INC . CIVIL ENGINEER OF SUBDIVISIONS DATA CO-CLEANOUT TOS-TOP OF SEWER LINE (11111 CLEANOUT (SB-52) SRE L © BACKFLOW DEVICE 31676 RAILROAD CANYON ROAD CS-CORPORATION STOP O N VICINITY MAP INITIAL DATE VPI-VERTICAL POINT OF INTERSECTION gyy BACKWATER VALVE m O� WATER SERVICE WITHOUT METER CANYON LAKE, CA 92587 PROJECT ENG. 3D3 EP-EDGE OF PAVEMENT W OR W.L.-POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED). A THOMAS BROSCV-CHECK VALVE OGUIDE T TO SMAPE 2001 EDITION 6" SUPER FIRE HYDRANT (6"x2-2 1/2"x1-47) [PER STD. B-517] (909) 246-1100 * FAX: (909) 246-1104 APPROVALS INSPECTION - PAGE 868, GRID H2 & J2 WTR. OPERATIONS __ F-FLANGE SWR. OPERATIONS PRESSURE ZONE MENIFEE VILLAVE ELEVATION 1627 I.D. 13 & U-1 NOTE: SEAL-COUNTY SEAL-ENGINEER C SL ENGINEERING INC TRACT 2 9 8 3 7 I P 0 2 0 0 7 4 WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE BENCHMARK: S.A. 33/41 SHALL NOT COMMENCE UNTIL AN QROFESS/p,V TRANSPORTATION DEPARTMENT eROFESS/o RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION W.O. 10-027 GRADING PERMIT HAS (BEEN ISOSUED. �`��,o A pry�� O �o n. S�q� 11651 STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY 0 F RIVERSIDE C.O. ti APPROVED BY: P F` RIVERSIDE, CALIFORNIA 92503 �� 9y 909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY SURVEYOR COORD. 23-B-30 & 31 THE ASSURING TE THE E ENGINEER SIGNING AND"ACCEPTABIP ACCEPTABILITY OFLANS S RESPONSIBLE FOR THE DESIGN HEREON. � Y 33950 m W z M ( IN GAP WELL MON. SEWER AND WATER M .r No. 25917 ELEV.= 1425.301 SHEET 2 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * % * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 (1984) INDEX SHEETID- OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `r� CIVIC �Q K ED N DATE J] P EXP a. . 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS AP PR. DATE gTFpF CA1-�F�� p gTFOFIC``Eo- S DATE. ��-03 SCALE: FOR: W,O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY OMM NDE DATE RICHARD A. SCIANNI H: 1"=100' V: SO. CAL. LAND MANAGEMENT, INC. I FILE NO. 9 03 1mw JN571/6-09-03/571 SW2.DWG/S:100 J LLI W _ c' _ _ z oa _ LLIa ; cn cn ' a y. -� - Z o4 1440 pz . - z -1440 aowc _ _ _ N C.G. 8 P.V.C. C-900 r a ao � w �< w - C.G. 8" P.V.C. C-900 °° - _ m ¢ �- CL 150 WATERLINE � Zm C6 _ _ ►-� � M-� k' m - .J �� _ CL 150 WATERLINE � a►., � . E3 : 3 HW m ml j t h m C3 Qh U _� n ca PROPOSED OSED IS ILL/ {� � + Q V � Z W W .Y V �• :td �"� N ► N 1435 4 -. Q' �j .�-• -cat . ♦ N Q N. 00 n N � N� W UZ < ? QQ �O; � It v _ ? rn w Q w� < EXISTING GROUND 0 `c' chi V) c�cn; N ... 132.00 L.F. o M o a �' T5(0 m w aj JOINT RESTRAINT LIMITS J 1430 - ,32.0o LF. - 1430 1445 - h ' > o �; e - 1445 a "' PROPOSED FINISHED - _.o > o JOINT RESTRAINT LIMITS �w � rn (. ` ` + o +�' cv =q M_j o EXISTING GROUND O r- SURFACE AT_ - �= '- Q,¢ � rn¢' ¢ �o �±� � M S=-0.0020 ��s 30" PIPE S=0,0108 425 0�' 5=-1. 1425 1440 21&15 L.F. JOINT RESTRAINT LIMITS 202.20 L.F. C.G. 8 P.V.C. C-900 JOINT: RESTRAINT LIMITS 1420 - CL 150 WATERLINE - 1420 1435 S=-0.0072 -1435 \�14k W- R S=0.0060 8 43 _ 1.434 - 212.44 L.Ft OF 8" SEWER -- PROFILE SCALES HORIZ. 1 =40 _ - V RT = _ E 1 4 10+00 11 +00 12+00 13+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 NOTE: TYPICAL FOR ALL TEES OUTSIDE OF MAIN-LINE JOINT RESTRAINT LIMITS-IN ADDITION TO RESTRAINING =STA. 10+11.00 JOINTS ON BRANCH SIDE OF TEE, 1431.2 BOT. 8" WATER RESTRAIN BOTH RUN-SIDE JOINTS AND WARM SANDS STA. STA2170 7 2 e�(/ 1424.2 TOP 8" SEWER INSTALL A FULL 20' LENGTH OF PIPE F DRIVE 1-8" FLG'D TEE SF �,r j STA. 9+89.00 ON EACH SIDE OF TEE RUN (WHERE SEE SHEET 6 2-8" FxH R.S.G.V. (S,E) STA. 12+52.85 POSSIBLE). 1-8" FxH ADAPTOR (W) �yF,c�' Fje� 1-8- FLG'D TEE 11' 2-8H FxH R.S.G.V. N,W) SALMON C 70 1-8 FxH ADAPTOR(S) STREET BRIGGS 77 STA. 7+94.62 8 SEWER SEE SHEET 9 STA. 10+06.00 m �, ROAD VARIES N LY OF " = SEE SHEET PAD=34 1 N 78 C M.H. NO. 37 w -STA. 12+35.85 1 $ h 6'M. N'LY OF (L + + � INT. 10+00.00 MERIT BAY DRIVE I �" �' � PAD=33.4 + 6 N LY OF � N "' �, � 31 =STA. 19+58.48 WARM SANDS DRIVE PROPOSED 30 5 PUE / CA + ,°�° ;� 43 STORM DRAIN L_45.80' L=56.03' �' I o 0 273 -STA. 10+00.00 < � � ,� C' z , o 1426.6 BOT. 8" WATER 59'a� 3_3 7+94.62 RADIUS POINT 300 299 PAD=41 .2 �1 `?- - � INT. 12+22.20 ANGLER AVENUE 1418.1 TOP 8 SEWER M N _ / INT. 12+71.39 MERIT BAY DRIVE ,9� `�� =STA. 19+25.73 BRIGGS ROAD 6' A B - °-° r =STA. 17+85.05 BLUE WATER WAY ma PAD=42.5 PAD=42.3 298 67.45' L=26.53' �� 11+00 12+Qp RP _ 301 r PAD-42.0 rn gRpM -STA. 12+60.39 �L r - • "W 1425.3 BOT. 8" WATER 302 PAD=42.8 I! 0 5' PUE STA. 9+89.00 42 1419.1 TOP 8" SEWER D=43.0 \t�`L�` 36.50' �' L=46.54 O0 29.68' _ = STA. 19+47.48 _ �� - F 1-8" 90' ELL RPM L=26.72' L=61.19' �, ' RP 313 N 6" a 61.50 UI 5 PUE 30'g2 " PARK o C B ` � 172.68' N86'11'30"E 11+00 12+� STA. 11+91.20 STA. 10+56.00 6 206 o � o =STA. 18+99.73 6" FIRE HYDRANT �! hh VARIES 9+ E _ _ I N " , ii 9'241 1-12 x12 x8 FLG D TEE 41 PER STD. B-362 STA. 12+29.62 7C „� N BRPM ) 6" FIRE HYDRANT V I STA. 12+82.32 6 a0 _ G 2-12" FxH R.S.G.V. N,S 46 PER STD. B-362 PAD=33.4 ' = STA. 17+73.94 a+00 5 M o 1-8 FxH ADAPTER �W) STA. 10+11.00 I PAD=34.6 U, I 1-8 HxH 90' ELL I gRP $6'1130 �6' li o 29.68 � _ o = STA. 19+47.48 I w I o� N /,�2� 00 " + 6 1-8" FLG D TEE � - 207 00 `D LJ 67.45 L=19.61 B 2_8 FxH R.S.G.V. (N,E 1 „ I \ �0. c.I 1 8" FxH ADAPTOR(W) 8 P.V.C. C-900 CL 150 0� 304 305 6) WATERLINE 11' S'LY OF I I _ PAD=42.4 PAD=42.0 SANDS BLUE WATER 66.35', vE Q4 Wp,RM EVE BL WAY SCALE. 1 - 40 5 P 272 BRPM SHEET 6 SEE SHEET 10 208 SEE PAD=42.0 8" P.V.C. C-900 CL 150 0 20' 40' 80' 120' 160' 303 I WATERLINE 26' S'LY OF MERIT BAY PAD=43.0 SALMON � INT. 10+00.00 ANGLER AVENUE BRIGGS STREET =STA. 12+41.85 SALMON STREET SEE SHEET 9 ROAD Underground Service Alert STA. 9+89.00 8 OEFORE ra = STA. ,12+67.85 " SEE SHEET 1-8 FL GD TEE 209 2 LANDSCAPE WATER °o Call: TOLL FREE DRIVCURVE DATA 1-8 FxH RSGV (E,S) 'I -800 STA. 7+70.85 " TE SERVICE BACKFLOW P R BA5 7 227-2600 0 DELTA RADIUS LENGTH TANGENT 8 P.V.C. C-900 CL 150 1-8 FxH ADAP R (N) 6" FIRE HYDRANT PER STD. B-362 (FUTURE 1 1/2 METER 1-8 x6 FxH REDUCER WATERLINE 11' S'LY OF C Two WORKING DAYS A 18'07'08" 300.00' 94.87' 47.83' 1" A.V. & A.R. PER STD. B-598 BEFORE YOU DIG WATER / SEWER APPROVED BY: EAST RN MUNICIPAL WATER DISTRICT B 18.07'08" 289.00' 91.39' 46.08' ANG R OWNER / DEVELOPER: •�+ J. �"^ � �g © 17*23'18" 700.00' 212.44' 107.04' SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DATE O 14'41'12" 300.00' 76.90' 38.66' LAND MANAGEMENT, INC INITIAL DATE PROJECT ENG. E 14*41'12" 289.00' 74.08' 37.24' AV NU 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION F 04*24'19" 300.00' 23.07' 11.54' CANYON LAKE, CA 92587 wrR. OPERATIONS (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS -- G 04*24'19" 274.00' 21.07' 10.54' I.D. 13 & U-1 WORK= CONTAINED WITHIN THESE PLANS SEAL-COU FTS COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 1 P 020074 S.A. 33/41 SHALL NOT COMMENCE UNTIL AN QR� S/�N TRANSPORTATION DEPARTMENT QROFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION W.O. 10 027 ENCROACHMENT MEN PERMIT IBA ND I SUED. ��OF,o A, oT -Y �p �o A. S � 1 1651 STERLING AVENUE, SUITE E " COUNTY O F R I V E R S I D E „<v N, 'S ti APPROVED BY: ��P ciy F`y RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 C.O. - (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m m SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 _ �j�ls No. 25917 � 1984 ELEV.= 1425.301 FOR SHEET 3 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/05 f OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE s ED MAN DATE s PREPARED BY: R.C.E. N0. 17 MERIT BAY & ANGLER AVENUE D- ' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9 . C►NIL O��P q CIVII- ��P EXP. 12 31 05 SCALE: a REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CALIF �OF CAL\FO U ATE; 6-/Q-�3 H. 1"=40, V; 1"=4, FOR: W.O. COUNTY RECOMMENDED DATE RICHARD A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE N0. .� 7= JN571/571 sw3.DWG/6-05-03/S:40 _ J PROPOSED FINISHED J W _ Z z m SURFACE AT q W J J W9 J a Q wN N �} z z 3 t > x WJ o 00 O O W¢ ¢ ¢ �. ¢ 2 OL'j YN 07 OY Qn 2� W z ¢ �' W d LQ Y�tJi z Q 3� V) 00 O a f fr n ¢ � ,� <Q�� _-� LLJY¢ "� WCJO C.G. 8 P.V.C. C-900 � ,� LLB 1 44.0 �� c? M*rn �w jW CD m< m� CL 150 WATERLINE Z � � �' �. + N °J � Q Z Lv U _ - 1440 D7�" O h-p W �J -1 = cV ¢ 2 tf) st M Cj m O O S I- x `- +. O ca �O O II ro U �LO Co (/) 2 cow fn C� M ¢+ �'r" No o �w m c Z �ao C.G. 8 P.V.C. C-900 c �' PROPOSED FINISHED 0 Z+ �� r J aQ LO ± d' '" CL 150 WATERLINE o " I I af O sr II C3� f - U LI J SURFACE AT wi -' � o � W w 1435 12 + LO " � W , - 1435 45.00 L.F. ^ d can >. � JOIN` ,k n. v,. w ��. , `� �� RNT 7S011'TS T v. JOINT s � LIMITS RESTRAINT ►n 1 .00 L.F. x LIMITS + JOINT RESTRAINT LIMITS Al Arn Cq PO ` Ki U - z - 110.0 110 0 L.F. 00 _ 1430 _ K + � °� 0. � -�� JOI TRAINT LIMITS _ �r.,, �.,��.' .��;, N O O 0 + INT RES IMI - 143 "' JOINT RESTRAINT LIMITS r2 06 18R26 EXISTING GROUND ®q ,._ <[ S=0.0044 S--0.0048 c~¢n $_0.02 =0.0041 % .. - P S-1.000 EXISTING GROUND 39 _. = Q.Q22Q -� ''x - - -- - - ------ ---- -- -- - --- --- ------------ ------------- -- --- -- - ---- -------- - o2H X 5 1VV 1425 2 1 5� 9- S=0.0020 oUeL eow °° �D�O- �Q' S=00040 S=0.0040 c� Z W o� S=0.0040 000 J l3r N 1420 - o " mw °°W ? N -1 - 1420 C3 ca 0 & 0 > co z (0x F- c0 �2 +No + No 71 �U) LO "t 223.16 L.F. OF 8" SEWER "' `�� 275.60 L.F. OF 8" SEWER 258.71 L.F. OF 8" SEWER 111.54 L.F. OF 8" SEWER S=0.0062 00 0o Z Z _ PROFILE SCALES HORIZ. 1 "=40' c- 225.59 L.F. OF 8" SEWER VERT. 1 "=4' NOTE: TYPICAL FOR ALL TEES OUTSIDE 1 0+00 11 + 00 12+ 00 13+00 14+00 15+ 00 16+ 00 17+00 18+00 19+00 20+00 21 +00 OF MAIN-LINE JOINT RESTRAINT � INT. 1 +97.51 LAKESHORE LANE 1" LANDSCAPE WATER LIMITS-IN ADDITION TO RESTRAINING 8" SEWER =STA. 11+95.96 CLEAR LAKE LANE SERVICE PER B-590A STA. 16+23.83 JOINTS ON BRANCH SIDE OF TEE, SANDS 1426.4 BOT. 2'H x 7.5'W DOUBLE BOX W/BACKFLOW PER B-597 = STA. 11+84.59 �yARM 6 N'LY OF STA. 12+30.53 fr 1421.9 TOP 8 SEWER (FUTURE 5/8 METER) 1-8 FLG D TEE RESTRAIN BOTH RUN-SIDE JOINTS AND STA. 17+28.19 DRIV STA. 10+04.95 =STA. 10+06.00 8 SEWER VARIES 2-8�' FxH R.S.G.V. (E,W) SEE SHEET BLUE C3 1-8 FxH ADAPTOR(S) M.H. NO. 4 „INSTALL A FULL 20 LENGTH OF PIPE 6 =STA. 10+04.95 WATER Z M.H. N0. 2 N'LY OF CL 6' N'LY OF 8 SEWER ON EACH SIDE OF TEE RUN (WHERE �I Z I M.H. N0. 1 WAY 6' N'LY OF /� 4'Y ., 6 N'LY OF `t � � 6' N'LY OF � 1425.7 BOT. 8" WATER SEE SHEET � /!��v�� r � STA. 15+66.88 , CL 00 PossIBLE). PAD=34.7 $ 1415.6 TOP 8" SEWER u, - n m 1426.3 BOT. 1 SID I I + 1" A.V. & A.R. 311 °' CL Y I 1415.0 TOP 8" EWER ¢ h PER STD. B-598co CD 6.74' 6„ 61 I ' W I o�2 90 91 92 93 r � LAKE 96 9� + � 104 ; 2 63 1 _ 94 95 r PAD=33.9 _ 102 103 D V- �� PAD-33.7 w PAD 33.6 PAD=33.6 PAD=34.0 PAD-34.3 PAD=34.5 PAD=34 5 PAD-34.3 PAD-34.1 ': PAD-34.2 98 gg 101 PAD=35.6 PAD=35.5 PAD-35.2 105 -4 23 m i STA. 14+54.41 2� ,� PAD=34.4 PAD=34.7 100 PAD=35.2 n PAD=34.4 VARI S'- cL Iz M.H. N0. 3 2',6� 1 5 PUE _ PAD-35.0 STA. 19+88.46 "' 6 N'LY OF q "' 52.38' L=52.11' L=48.01' - 252.98' L=52. M.H. N0. 5 K r INT. 10+00.00 LAKESHORE LANE L=12.05' 41.80 60.00' 6„ �LSJ o D L=_ - - - 29 - H � =STA. 10+00.00 WARM SANDS DRIVE - _41.00' A 78' =38.45' 5 PUE 6' N'LY OF 0=50.18 __ L=50.08 Mr - _ L=52.23', L=39 -� L=38-555 2 L=39.25' L=50.05 250.16' L=52.03' - L=50.15' �1 r 6 N L=50.02' fr1 o Nam° 54" -� `" VARIESBRP 16+0 6 N N 22 _ F �, o 15+0o E 1+00 _ , ; G N 17+00 6 0o N M> PAD-34.4 " `'" N � 6 1 + 0 --I 14+00 C ,� BRPM I 18+00 PM STA. 9+90.94 13+00 g �� _ _ 19+00 0o N STA. 9+90.94 _ - - _____ 3 21 L=48.80T11 33' z 6 L=48.82' N - �N 1-8„ 45 FxF ELL _ 41.04' 50.09' _ - _ 19.22 0-- - „ ° o 6.40 L L-50.12 1-8 22 1/2 FxF ELL '� L-3836' L=5.51 �r I ,45.22' L 4. 6' L-50.03' L-5201' L=50.11' L=50.33 BRPM 23 L=50.20' - - - 00 + L= " L=33. - L=50.21' L=50.04' L=52.10' L=30.420 2-8" FxH ADAPTER STA. 9+91.81 J - m w 5' PUE-J L=50.01' _� 0 1436.1 BOT. WATER STA. 18+58.78 O 1414.7 TOP 8' SEWER 19 d� ' 1 5 26 1 Q P'ER FIRE STDH B HYDRANT 0 12 11 g 3 2 21 PAD-33.� 18 1 N 16 PAD=34.1 13 = PAD=34.1 - Cj PAD=34.2 _ w PAD=33.6 _ PAD=33.9 14 PAD=34.5 PAD 34.4 PAD-34.1 PAD=34.4 8 7 6 5 4 PAD=35.o OPEN P -33.8 PAD-33.6 PAD=34.3 PAD-343 PAD=34.9 PAD=35.2 PAD=35.6 PAD-35.3 SPACE N I STA. 13+as.38 LEAR LAKE PAD=35.5 1426.3 BOT. 18' SD o „ LANE 1424.6 TOP 8" WATER + STA. 12+13.53 6 FIRE HYDRANT SEE SHEET 8 = STA. 9+89.00 PER STD. B-362 STA. 19+07.71 2" LANDSCAPE WATER 1-8" FL'GD TEE 1426.1 BOT. 2'H x 7.5'W DOUBLE BOX 1" A.V. & A.R. SERVICE PER B-344A 2-8" FxH R.S.G.V. (N,W) 1425.1 TOP 8" WATER 8" P.V.C. C-9001 CL 150 PER STD. B-598 W BACKFLOW PER B-597 1-8" FxH ADAPTOR(E) (FUTURE 1 1/2" METER) 8" P.V.C. C-900 CL 150 WATERLINE 11' S'LY OF INT. 12+24.53 LAKESHORE LANE WATERLINE 11' S'LY OF Underground Service Alert =STA. 10+00.00 BLUE WATER WAY CU R F DATA r E ORE yo O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT Call: TOLL FREE LAK SHOR LAN�P � -soo 22 227-2600 SA 12047'09" 1000.00' 223.16' 112.04' SH 14054'46" 994.00' 258.71' 130.09' TWO WORKING DAYS FOR 0 DATED 09/08/03 & ONWARD ONLY © 12 35 28 1000.00 219.76 110.32 01 14`j4 46 1000.00 260.28 130.88 BEFORE YOU DIG WATER / SEWER APPROVED BY: C 12035'28" 1011.00' 222.18' 111.54' � 14054'46" 1011.00' 263.14' 132.32' EAST RN MUNI IPAL WATER DISTRICT HUNSAKER &- ASSOCIATES O O � � t ; I R V I N E I N C DO 17025'44" 906.00' 275.60' 138.87' ® 03011'40" 2006.00' 111.54' 55.93' OWNER / DEVELOPER: �� FANNING ENGINEERING SURVEYING SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DATE Three Hughes • Irvine, CA 9%18 • PH:(949)583-1010 • FX:(949)583-0759 EO 17025'44" 900.00, 273.77' 137.95 2 14007'05" 2000.00' 492.81' 247.66' INITIAL DATE ff F 10°47'07" 889.00' 167.34' 83.92 M 05°51'44" 1989.00' 203.50' 101.84' LAND MANAGEMENT, INC • PROJECT ENG. 1 T SCALE: = 40' O 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION �2 �S Q 3 2 06038'37" 889.00' 103.80' F 51.60' CANYON LAKE, CA 92587 WTR. OPERATIONS (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS 0 20' 40' 80' 120' 160' SNYD RCE 24068 DATE I.D. 13 8c U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER N N N INC . ENCHMARK: WORK CONTAINED WITHIN THESE PLANS � �� ENGINEERING ,� , ll TRACT 29837 � P �20�74 S.A. 33/41 SHALL NOT COMMENCE UNTIL AN Q�tOFESS/pN TRANSPORTATION DEPARTMENT Q�tOFESS/p �. W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O o A. oT q� �p �o A. S'vq� 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF R I V t R S I D E GRADING PERMIT HAS BEEN ISSUED. ,\c,� �`� 'yy F2 AP VED BY: �� Q �i9 F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" C.O. 65376/377 s� �y �% ? (909) 785-51 22 * FAX 902 785-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c� x ? Ifiv �, - m ( COORU. 23-B-30 & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 Z/�''/(� No. 25917 1984 ELEV.- 1 425.301 SEWER AND WATER PLAN AND PROFILE SHEET 4 OF 1 8 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/05 * FOR -2 RESPONSIBLE ML 9/8/03 REVISED PROPOSED F.S., W. LINE PROFILE & SEWER M.H. RIM o PREPARED BY: R.C.E. N0. 25917 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JI, Q. K A. TH AN DATE s LAKESHORE LANE - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. ATE 9TFpF IVI� �� C/0\_ o��P i, ,-+ E P. 12 3/05 SCALE: FOR: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY CA��F COMMENDED DATE OFF CA��F �, S DATE: H: 1"-40' V: 1"-4' W 0 COUNTY � '�� RICHARD A. SCIANNI - - SO. CAL. LAND MANAGEMENT, INC. FILE NO. r L:\29837\SS&W\SHT04.dwg W w ,= LLJ a>- J 3 x z w w cea z w 0 C7 W 0 g a BE JLLj�¢ w w >- tea. m Z N W W W =3 Z 3 U N Cr I\ o YW ano � m �N C3 t� �`' �`' 6 o � a C.G. 8 P.V.C. C-900 '�' � N� d ao w c� 0 ZWw J ¢5m w rn N a = _ �`` `� CL 150 WATERLINE `- + " �'`� ^ J - 1440 LLjx ctr) ? p + N co w wCID Z IOrn z Q to w .- ¢ r� + f=5 � J z co Z O+OtL�'d SYLO � lj Q M � �N N w Z _ � � N+ mU' PROPOSED FINISHED �E J m m = ff S d t� ? Q00 N M W e M �d`R� - �N = N C.G. 8 P.V.C. C-900 �, PROPOSED FINISHED J N Z+ � , A T O J _ _: C9 (n �? � �°� Y CL 150 WATERLINE oo > o; w ,, ax N �� (n M N W SURFACE AT +ORN + ,i+ v N ci F6 ' N ` b - --- JOINT 143 w N+ W N to 0 �, � _ _ + R IN 1435 _ _ __ + NMNp - :t '- of N N � ---`- 41! LLJ En II � N XISTI ROUND cn S=0.0092 N N N 110 0 L.F. __ _ 110.00 L.F. C 93.90 L.F. m + AIN LIMIT v JOINT RESTRAIN LIMITS 110.00 L.F. o _ __ -- J ESTR ITS S-o,o080 `a0� 1�o JOINT RESTRAIN + EXISTING GROUND ® � - - 1430 1430 o 36" PIPE - - - Q -- - ---- 5-0.0040 '429'3 B -- 8 Wq OT S=0.0040 14 S=-0.0048 =-0.0128 c i --- S=0.0040 + 0 Q - s=l.000 ° S= r- 36» pipE 1426.3 TOP S=0.0040 '�° `b'�� > - 1425 1425 - N S=-1.000 8 WATE O Q` M > z S=0.0040 ��1•�� ' '\ ao S=o.0040 �n . - Q 5=0.0020 8424 ) > N z d o W > m �w mw � z z t` > c� - z o '= o 7� C4 1420 - w N - C5C C5 ® 1420 N � � Z M N Q�= N ■ N CV CO= N O)_ QNo QNo U- 125.60 L.F. OF 8" SEWER 256.83 L.F. OF 8" SEWER 208.82 L.F. OF 8" SEWER 182.56 L.F. OF 8" SEWER 243.41 L.F. OF 8" SEWER 147.03 L.F. OF 8 SEWER 1415 Q PROFILE SCALES HORIZ. 1 =40' VERT. 1"=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 I +19.24 LAKESHORE LANE =STA. 22+72,54 =STA. BOT J 80 1432.4 BOT. 8" WATER INT. 22 1424.7 TOP 8 SEWER =STA. 11+96.00 PLEASENT VIEW LANE 1427.4 BOT. 36" PIPE =STA. 28+62.50 140 1428.8 TOP "\SEWER 1429.3 BOT. 8" WATER STA. 2+64.87 STA. 22+25.22_ 1427.0 TOP 8" SEWER � INT. 32+58.87 LAKESHORE LANE Q� .� � ,� IZ M.H. N0. 6 BAY VIEW STA. 31+16.85 =STA. 21+53.62 WHISPERWOOD WAY .�11�1®S p`� * McHERN IN US STA. 21+93.09 6' N'LY OF V� = STA. 11+84,84 _ STA. 24+81.28 8 SEWER STSTA818+685 55 WAY STA. 28+73.52 S ti 1-8" FL'GD TEE 7 f f SEE SHEET 12 SM.H. NO 6g.55 M.H. N0. 10 � h 6 N i Y OF 2-8 HxF R.S.G.V. (W,E) Z M.H. N0. 6 N LY OF 1-8„ FLG D TEE 6 N'LY OF m SE �j\ 6 N'LY OF 2-8 FxH R.S.G.V. N E Ln \ �� 261 1-8 HxF ADAPTOR (S) aN, ( ) \ y � PAD=39.6 \ 6 N LY OF RESTRAIN JOINTS 1-8" FxH ADAPTOR (W) gje + 8 SEWERf \ 8" SEWER N �� , VA I ES N'LY OF �� 0 14.�3 105 6' I��LY OF 8" SEWER `s-'� 6" STA. 32+45.87 312 � 1' �� 248 249 21 15 I Q PAD=36.5 = PAD .5 W STA. 21+64.62 D 7PA 122 6 N'LY OF 247 y ±, I 1- '; 90° HXH ELL _4 118 �� P-4D 36.7 90 2 8 FxH R.S.G.V. (W) 34.4 116 117 119 120 12� ` PAD-36.1 12 3 ` PAD= 4.8 _ PAD=34.6 = PAD=35.1 PAD=35.9 _ 6" M 31.32Ln A L-194.08' D PAD 34.8 PAD=35.4 PAD=35.6 PAD-34.84 Q °, " -� r L=50.08 - - - - = 4.7 ' _ _80.17' 55.00' _ 71.79' L-4J NZ - - L_53.22' 1.03' 53.35' L-81.63' ___ m � _ " 316 M�i 36/ L-53. L= F 5' PUE =512 ' L- �' /49 L 3 co 0' _- - e f " 6 N C 6 _ - L 52.04 L-52.04 6 N89 2 58 W BRPM N ;' 0 =' 2-I - to B - 32 I 3+00 rn - 28+00 K L 29+00 N89°28�44"W 30+00 N � 31+00 N O rn> 7 - - 24+00 BRPM' 7 00 _ J ��-, o 10.33' L=54. T __ 5+ G H +0 L=22.8 50.00' L=43.03' d , 34.76 t -35 62' o L=49.42' 10.33 610 43 ------ L=51.62 L=50.53' 27.23 50.00 50 0�� 50.00 �, N o L=5 .14' + BRPM L=53.25° / 5' PUE _ 254 J �I ; 260 I_=53.28' J 0 5 PUE co L=55.19' - - - L-55.0 L=37.21' 0 L=55.02' - QO �I 253 PAD=36.5 \ PAD=39.0 0 \� 251 PAD=36..3 255 256 PAD 5 8.0 2 8 259 0 1 2 , 114 108 250 PAD=36.0 252 PA =36.9 =34,7 PAD=34.1 1 3 110 10� PAD=35.7 106 - PAD= 6.0 \ STA. 30+16.87 PAD=37.6 PAD= 8.6 PAD=38.8 111 PAD=36.1 PAD PAD�,34.4 1 _ - PAD=35. 1 PAD=35.4 107 PAD=36.1 \ 6" FIRE HYDRANT M PAD-•34.6 PAD=34.9 w PAD=36.O �, PER STD. B-362 2" LANDSCAPE WATER PLEASANT VIEW Ln STA. 23+87.28 STA. 26+55.47 \, m SERVICE PER B-344A 6" FIRE HYDRANT 6" FIRE HYDRANT INT. 28+67.52 LAKESHORE LANE + W BACKFLOW PER B-597 2" LANDSCAPE WATER LANE PER STD. B-362 PER STD. B-362 = (FUTURE 1 1/2" METER) SERVICE PER B-344A SEE SHEET 11 -STA. 18+74.55 BAY VIEW WAY W/BACKFLOW PER B-597 STA. 26+91.66 (FUTURE 1 1/2" METER) =STA. 22+55,07 Z M.H. N0. 8 8" P.V.C. C-900 CL 150 1426.3 TOP 8 WATER 8 P.V.C. C-900' CL 150 6' N'LY OF q WATERLINE 11' S'LY OF � CURVE DATA 1427.3 BOT. 36" PIPE WATERLINE 11 SLY OF � - Underground Service Alert..) Q DELTA RADIUS LENGTH TAf�IGENT O DELTA RADIUS LENGTH TANGENT BEFORE y� Call: TOLL FREE 2 A 03 35 14 2006.00 125.60 f _ 82 06 56 44 1506.00 182.56 91.39 oP -800 LAK 0 R LAN © 14°07'05" 2000.00' 492.81' 247.66' O 07°33'41 1500.00' 195.58' 97.93' 227-2600 FOR � DATED 09/08/03 & ONWARD ONLY © 05 51 44 1989.00 203.50 101.84 OK 06 17 39 1489.00 163.57 81.87 TWO WORKING DAYS BEFORE YOU DIG WATER SEWER APPROVED BY: H U N S A K E R &_ ASSOCIATES o „ , ° / NOTE: TYPICAL FOR ALL TEES OUTSIDE I R v I N E I N c O 07 20 08 2006.00 256.83 128.59 L (�116 03 1489.00 � 32.94 16.47 EAST RN MUN CIPA� WATER DISTRICT OF MAIN-LINE JOINT RESTRAINT PLANNING " ' ENGINEERING SURVEYING � 08 15 22 1989.00 286.61 143.55' O 16 50 56 500.00 147.03 74.05 t LIMITS-IN ADDITION TO RESTRAINING Three Hughes - Irvine, CA 92 PH:(949)583-1010 FX:(949)583-0759 OWNER / DEVELOPER: � FO 15004'07" 794.00' 208.82' 105.02' ON 11°43'59" 300.00' 61.43' 30.82' CIVIL ENGINEER OF SUBDIVISIONS ATE JOINTS ON BRANCH SIDE OF TEE, SOUTHERN CALIFORNIA INITIAL DATE RESTRAIN BOTH RUN-SIDE JOINTS AND © 15°04'06" 800.00' 210.39' 105.81' O 11°43'59" 311.00' 63.69' 31.96' PROJECT ENG. / ll pQ INSTALL A FULL 20' LENGTH OF PIPE H 15 04 06 811.00 213.29 107.26 ND MANAGEMENT, INC . SCALE: 1 = 40 � � ,�'' �� 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION ON EACH SIDE OF TEE RUN (WHEREM^ ° _ CANYON LAKE, CA 92587 WTR. OPERATIONS POSSIBLE). DO LAS S DER RCE 24068 ©ATE (909) 246-1 100 * FAX: (909) 246-1 104 SWR. OPERATIONS 0 20' 40' 80' 120' 1 60' - I.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING , INC . BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS W.0. 10-027 SHALL NOT COMMENCE UNTIL AN Q�tOFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A, o q� �p �a q, s q� 1 1 ER STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" C.O. 65376/377 GRADING PERMIT HAS BEEN ISSUED. ��° rtiy�F2� App yEp BY: P �� F RIVERSIDE, CALIFORNIA 92503 �, r y _ �� 9y�,' (909) 785-51 22 * FAX (909) 785-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR l Z _ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Y 33950 .�//''�e ry No. 25917 1 984 ELEV.- 1 425.301 SEWER A WATER PLAN IL SHEET 5 OF 18 Exp. 6/30/06 ,t Exp. 12/31/05 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED 13Y: R.C.E. NO. 25917 LAKESHORE LANE D -�j� S 17 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 ML /8/03 REVISED PROPOSED F.S. & SEWER M.H. RIM I `�� CIVIC �� K D A. N DATE sT CIV11 �Q (EXP. 12 31 05 SCALE: [ RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. ATE 9lFoF \F�C�� t�l.'o� gTFpc CA\_\FQ addm- � ATE: �''rIr04- = REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY CA` RECOMMENDED DATE FOR: W.Q. COUNTY H: 1"=40' v: 1"-4' S0. CAL. LAND MANAGEMENT, INC. FILE No. If RICHARD A. SCIANNI � L:\29837\SS&W\SHT05.dwg - W M Q Q N Ld Z, N Uj IdN � `l j w p Q QJ Z.ED O. _. Z Q <C - J Q Q J Ln w cam _ _ Z w w 0 " W> QN CL YN _ PROPOSED FINISHED Z- X m a ZS X N 1 440 .1t Z3 Lo- - w SURFACE AT Z �o a N g 3w _ Ow J� rn'd'`O m rn W �, tD w W +� � 4 oW C.G. 8 P.V.C. C-900 PROPOSED FINISHED o J p„ 010.^ F=0 + N - N W C3 C.G. 8 P.V.C. C-900 � � 3� CD 3� m _ N _ 3O �U,• J M o SURFACE AT J LOU - + + .- OD O Oo� C7 J m K, LOQ zQ O� c� ao oNo 'j r U ^ q c0 c�W c� � c� �N �? =3 � Z± - CL 150 WATERLINE �w - d w - m :J w UT Qi 1 i d"0 C3 �00 U U F- d- F- 00 > N U N > - 1435 � w +o +o � M� rn mo: o w + 1435 F� ICJ I 4 3 5 45.00 L.F. a, cn `3'� o °'= OR W`' .CO r, .0. w + f-�n Ih �"') � NON �W O_' Q+ N QO_ N +• N' O NCO QO N Z± �� RES AIN Nm N II °''-¢ N �d N of (n II CAN it w 7(1 70) ,> 220.00 L.F. JOINT RESTRAIN LIMITS ao ►nI 19.00 L.F. + a, 45.00 L.F. 00 �n Cn C-4 110.00 L.F. � JOINT 1430 - d N + JOINT JOINT RESTRAIN LIMITS + + RESTRAIN N S=-0.0056 0� RESTRAIN IN �sr26 N 1430 S=0.0050 EXISTING GROUND ®q (i S=0.0064 Ln - EXISTING GROUND 0(1 ----- _ _ _ '(gyp . T1426.2 BOT. 1425 8ry . ��261�P�ER S 2'801• 174 " PIPE SEWER $ �425• ® � - 142 5 30" P1QE S,�p�'L6 BSA T� � m w q N,�A++ �P m --Jj u) TFR 6 dui 00 0� ��,� Q 1420- - �s�s n (pw N �`° F� 'oo + N° N - tb�� ¢ - 1420 S=0.0040 S=0.0040 S=0.0040 1415 - S=o.0040 LO _ - 1415 S=0.0040 a (o 00 Z 00 z � C-� � C41 r Z 1 41 0 260.88 L.F. OF 8" SEWER 150.00 L.F. OF 8" SEWER 435.88' L.F. OF SEWER 193.60' L.F. OF 8" SEWER 102.54' L.F. OF 8" SEWER PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 10+00 11 +00 12+ 00 13+ 00 14+ 00 15+ 00 16+00 17+ 00 18+00 19+00 20+00 21 +00 22+ 00 a U U U _ STA. 13+44.39 w o0 0 8" SEWER 8" P.V.C. C-900 CL 150 6" FIRE HYDRANT o °�° 8 P.V.C. C-900 CL 150 I �' 00 0 , WATERLINE 11' WILY OF Z PER STD. B-362 31 + 06 WATERLINE 11' W'LY OF =STA. 19+47. 8 00 � + 6 WLY OFF TNT. 21+48.77 WARM SANDS DRIVE 8 FxH R.S.G.V. (N.E.) 30 + 14.26.6 BOT. WATER + NOTE: TYPICAL FOR ALL TEES OUTSIDE PAD=36.00"IPAD=36.3r 1418.1 TOP " SEWER 43 0 44 =STA. 10+00.00 COTTONWOOD COVE DRIVE 36 OF MAIN-LINE JOINT RESTRAINT 29 32 33 _ _ 38 42 45 STA. 14+20.77 PAD=34.2 C+ PAD=34.2 LIMITS-IN ADDITION TO RESTRAINING _ M.H. N0. 24 �, PAD 36.6 PAD=36.5 34 35 PAD-35.7 `�7 PAD=35.2 39 4 41 PAD=34.2 N � PAD-34.4 JOINTS ON BRANCH SIDE OF TEE, 28 ', PAD=35.8 STA. 16+36.89 - 18 STA. 21+51.62 6 E LY OF _ PAD= 6.2 _ PAD=35.9 �, P =34.7 PAD=34.5 STA. 19+47.48 • STA. 20+49.08 RESTRAIN BOTH RUN-SIDE JOINTS AND `ox �' w 6 FIRE HYDRANT PAD=35.4 w = STA. 9+89.00 `�' � PAD 34.7 =STA. 9+97.15 PAD=35.6 L PAD=35.0 Z M.H. NO. 27 ' 46.25' L=35.72' PER STD. B-362 a_ 1-8" 90° HxH ELL (,_ O� + M.H. No. 28 INSTALL A FULL 20' LENGTH OF PIPE L- J _ L=50.12' L=50.05' L=50.01' "' 38.42' 50.00' S0.00' 50.00' S0.O0' 50.00' ° 6 WLY OFCL .p�L 6' WILY OF ON EACH SIDE OF TEE RUN (WHERE 27 L_g4.2� - - - _ - _ L= .43' ,I I _ °�°� L J 50.00' 21.58' �+ cA ii POSSIBLE). `� 543 `� L=28.41 P '30 �'36 182 PAD=35.4 �625 14+00 �'�` � 3° G H 15+00 N r- BRPM N � \ PAD=34.9 26 �,�5/ k' F BRPM _ 6+00 d 17+00 1 +00 _ 9+00 , . VARIES N4 ° 2 5G �_ N35°os 59 E _"TJ 20±0 2 45 39"E - 1 \PA6-35.2 �' E N N TPAD=34.9 °ate N - N - BRPM L=50.12' Ak 183 24 ��0� N84o �72.22' STA. 14+33.37 L=50.05' L=50.01' 0 33.00 50.00' 50.00' 50 0 50.00' 50.00' 34.00' L_ _PAD=34. cA '$TA. 12+67.71 1 A.V. & A.R. a_ �9 42.61 PAD 3...2 F \1 /2ti w(R� , M.H. NO. 23 PER STD. B-598 L n o �O �o� 0 66.99' �'0`�/ p �2 6 E LY OF 49 0 6 0 46 STA. 21+43.55 a V 56 55 54 53 G' _ = STA. 10+05.22 57 PAD=36.3 47 ��. STA. 10+69.31 x9� �� ,Q� PAD=36.6 PAD=36.5 PAD=36.2 52 51 ��0 PAD=35.2 48 = PAD- 4.7 PAD-34.5 I 77 1-8" 45° HxH ELL 11 �� 6 FIRE HYDRANT l� �6, / GF 58 PAD=36.0 PAD 35.7 PAD--35.4 PAD=35.0 PAD=34.1 \ 184 PER STD. B-362 �� ,off /oo� U PAD=36.0 so PAD=35.6 , 180 PAD=35.4 23 PAD=34.4 &\ QO STA. 10+04.95 PAD=34.4 � 59 =STA. 10+04.95 y�° �\J �� " C 0�� _ STA. 19+47.48 M E R I 179 s ? o PAD=35.2 8" SEWER STA. 18 N0. 28 T BAY M.H. N0. 1 � _0'_ B O � � �• � M.H. N0. 26 = STA. 10+11.00 6 E LY OF �. ,�•�x� L ' 8 _;EWER 1-8" FL'GI? TEE DRIVE PAD=35.3 � 6 E LY OF 6 E LY OF IZ 2-8" FxH R.S.G.V. N&E SEE SHEET 3 22 �� VARIES E LY OF 1-8" FxH ADAPTOR(W) ) INT. 19+58.48 WARM SANDS DRIVE GGO �� 60 S4 8.7 OP 80 SEWER =STA. 10+00.00 MERIT BAY DRIVE PAD=34.4 �'' PAD=34.9 STA. 19+79.38 1424.2 TOP 8" WATER 1426.4 BOT 18 PIPE L-30.30' 1425.2 BOT. 30" PIPE A �� ,�x 8" SEWER STA. 20+07.65 8" P.V.C. C-900, CL 150 SEE SHEET 1 `} 61 s� VARIES E'LY OF 1425.2 TOP. 8 WATER WATERLINE 11 E LY OF TL CURVE DATA 1426.4 BOT. 18 PIPE �N PAD=33.7 `' 0 DELTA RADIUS LENGTH TANGENT 21 STA. 90+91.00 �� OA 14056'50" 1000.00' 260.88' 131.18' Q J7. 1430.1 BOT. 8" WATER PAD=34.2 �0 1414.7 TOP 8" SEWER © 7031'13" 511.00' 67.07' 33.58' STA. 9+90.94 © = STA. 9+90.94 , � INT. 10+00.00 WARM SANDS DRIVE 7031'13" 500.00' 65.63' 32.86' 1-8$1 450 ELL F F LAKE =STA. 10+00.00 LAKESHORE LANE D 38041'43" 300.00' 202.61' 105.34' 1-8" 22 12° FxF ELL SHORE 2-8" FxH ADAPTER LANE � FOR � DATED 09�08�03 & ONWARD ONLY E 38041'43" 311.00' 210.04' 109.20' SEE SHEET 4 WATER / SEWER APPROVED BY. H IJ N S A K E R &_ ASSOCIATES � EAST RN MU ICIPAL WATER DISTRICT Underground Service Alert � , I R V I N E , I INC . 0 29013'58" 294.00' 150.00' 76.67' ti� ) - BEFORE 0 PLANNING ENGINEERING SURVEYING © 5°05'28" 1989.00' 176.73' 88.42' OWNER / DEVELOPER: CIVIL ENGINEER OF SUBDIVISIONS A FyV o Call: TOLL FREE Three Hughes • Irvine, CA 92618 • :(949)583-1010 FX:(949)583-0759 SOUTHERN CALIFORNIA `� pp INITIAL ATE � -000 SCALE: 1" = 40' � 5005'28" 2000.00' 177.71' 88.92' LAND MANAGEMENT, INC . PROJECT ENG. AL , o4 227-2�00 /�'� O 8031'57" 1300.00' 193.60' 96.98' 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION TWO WORKING DAYS Ulm O CANYON LAKE, CA 92587 WIR. OPERATIONS BEFORE You DIG_11 0 20' 40' 80' 120' 160' " J OU SNY 90.60' 45.38' RCE 24068 DATE 8°39'05" 600.00' (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS / 9043'17" 589.00' 99.94' 50.09' I.D. 13 & U-1 WNOR CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CS ENGINEERING , BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/0 1� 11! 11�J INC .J11�1 W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O A. 01 q, p A. Nq 1 1 651 STERLING AVENUE, SUITE E OF CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. �c�� '�Z F� APPROVED BY: ��`" P�° sc�91<2 RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" » C.O. 65376/377 �' (909) 785-5 1 22 * FAX (909) 785- 51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y ti m �' `r rZ*rn _ SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 ?//7�0 No. 25917 � 1984 ELEV.= 1425.301 SHEET 6 OF 1 8 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Exp. 12/31/05 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ML /8/03 REVISED PROPOSED F.S. & SEWER M.H. RIM 1 I J s K A. AN DATE s * PREPARED BY: R.C.E. N0, 25917 WARM SANDS DRIVE D -� Q RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE _y CIVIC o��P q� CIV1� ��P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY of. CA��F RECOMM ED DATE FOF CAL�F�� ATE. �'��0� H: 1"-40' V: 1"-4' FOR: W.0• COUNTY Tip RICHARD �AC4AU�� - - SO. CAL LAND MANAGEMENT, INC. FILE No. L:\29837\SS&W\SHT06.dwg , -00 Cd LLI V C; _ _ O M LTC O U 136 n W is., ...00 Cis o <00 _ z z r _ . �, ' . •� 0 i� E _ a , tn. t _. S�� AT "FACE AT v w �_ _ r ,a w` o w cv .N ^, 'n i. ,JOINT RESTRAINT LIMITS'( ►-cam- �D ,� _ _. + r� .r 1 435 zcr .- A ao - -+ � _ �° - 1435 .� �' + N + N t.E3s ?�1 co v :: _ Cep -d „ F[) _ - C.G. $ P.V.C. C-90 N 45.00 LF. + 220.00 LF. ,JOINT RESTRAINT LIMITS _ � w _ JOINT CL 150 WATERLINE - - N RESTRAINT + � a � � - 107-98, L.F. ♦ w ---- ,� o LIMITS �- _ JOIh1T RESIi� �, £. rn V, .. .. .__,�.____._�_n_.___._ .. .__�...__.a_..�,_ a___ _r. _ ...._ ._..____._. . ..._._..__.._ _ _ _x.�,.v _ �_,�__.__..__�.__ _ r ._. . _,_ .._ _.. _.-_ .._ .. __._._ . _. -... ._....... . .. S-Q 0052 _ 0052 , ch _ 5-0.0160- r _ r e- - _ .. ,�_ � _ _..__._.__..._._.�..___._..__.._.___._.._ ._ ._. --�------ TOP 16 _ �. _ _...._.._ _ _ __ e.�._�___._w_�_ _ -- _ ._ .-.__ -- -- - --- - k AT WATER �p5 - x 24 PIPE 4 - C.G. 8" P.V.C. C-900 0Q0, CL 150 WATERLINE -t.( S- . DOT.,t6w GAsa EXISTING GROUND O AT SEWER 1425 - 1425 1425.2 TOP S-0.0020 < _ - 80T. GAS 8" WATER AT SEWER W szm .tj s y - c �+ c� k Z �j 142 - _ :- . _ 142� _ o 00 F 8 SEWER _ - Z '-t a x Qq x N O go x _ _: d C ♦ N. ♦ C4 O Z r.. CD «I L.F. 14L.F. _ R:240.82 OF 8 SEINER 293. LOF $ �€WE _ 298,87 L.F. OF 8 SEWER - _ 268.49 1�,F. OF $ SEWER PROFILE SCALES _ HORIZ. 1 =40 VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 NOTE: TYPICAL FOR ALL TEES OUTSIDE OF MAIN-LINE JOINT RESTRAINT 8" SEWER 8" SEWER 2" LANDSCAPE WATER LIMITS-IN ADDITION TO RESTRAINING SERVICE PER B-344A JOINTS ON BRANCH SIDE OF TEE VARIES N LY OF VARIES N LY OF CL W/BACKFLOW PER 6-5 7 30" HP GAS RESTRAIN BOTH RUN-SIDE JOINTS AND CONTRACTOR IS TO TAKE (F /2 METER INSTALL A FULL 20' LENGTH OF PIPE (FUTURE 1 1 " STA. 9+97.15 PRECAUTIONARY MEASURES AS 8" SEWER 24"HP GAS REQUIRED TO PROTECT THE ON EACH SIDE OF TEE RUN (WHERE =STA. 21+51.62 8" SEWER �3) EXISTING GAS MAINS VARIES WLY OF POSSIBLE). M.H. NO. 28 w 6' N'LY OF 186 m 6 N LY OF GASP OMPANYYNATC(8 0) 858-5601 � \ INT. 10+00.00 COTTONWOOD COVE DRIVE 181 -� C o �* run 182 183 PAD=36.0 W , =STA. 21+48.77 WARM SANDS DRIVE PAD=34.7 N PAD=34.9 184 STA. 15+31.44 + rn 16 HP GAS a, PAD=35.2 STA. 12+39.17 rn M.H. NO. 30 M = \ \ \ PAD=35.4 � �,M.H. N0. 29 9 6' N'LY OF + 198 +6 N LY.OF lk k �-y N 1 88 189 190 Z > 185 ��.� r� ;� 187 _ _ _ 192 °° PAD=3 .5 199 rn 45 PAD=36.5 PAD=36.7 PAD=36.8 191 L=38.34 s p ^ PAD=35.7 �'- o, N _ �' -. _ 0 317 �`, �`, �` N n PAD=34.5 - PAD=36.2 �PAD=36.5 � ��PAD=35.5 �� 4,o�'F C `'�_ _ PAD=36.8` N 193 196 197 3 STA. 18+31.51 PAD=35.5 _ STA. 10+05.22 COTTONWOOD COVE DRIVE � u J L=53.04' L=53.06' II - 194 195 PAD=35.5 PAD 35.5 N Q, M.H. N0. 31 PARK r �- -J L=53.31 - - -� _ =STA. 21+43.55 WARM SPRINGS DRIVE l,�s �' 36.36' obi L=43.08 L=50.72' S3.20 PAD=35.9 II ' » _ 47.29 PAD-36.2 PAD=35.6 6' N'LY OF L=56.68= B L=98.0 \\ -- mZ 1-8 45 HxH ELL O4 - - - a 17.19 L=37 12 29.04 L=24.14' 5' PUE -' 48.23 m� ARIES 6" RPM 12.71 p N L=53.08' L=53.01' L=53.01'� L=5 .08' _ _L=53.23 - „ RPM u)� +� E F � , L 0+00 N �`vj N86'25'S5"W _ 14+00" „W " - K �• 44 11+00 N � B 12+00 C N N84'21 14 15 6 O0 N 19+00 PAD=34.3 8�¢' �,, - - _ 16+ 17+00 N _ 8+00 _ _ _ - A5 - L=52.74' _ _ H G I oo w - - -A L=25.12 5' PUE-� L=56.45' L-23.3 31.23 ' �8 �x 31.98 161 00 - L=28.29 52.50 -OO- L=5 7 L-63.75' L-57.78' + �. o L=53.07 173 45,80' o - - _ _ 54. 179 N 1 75 _ L=51•50' L=51.50' - - L=51.50' L=40.2UE 6T FIRE HYDRANT fit PAD=36. 0 /�� PAD=35.3 178 J 177 176 PAD=36.4 174 PAD-36.8 171 L-51.50 L-51.50 5 P PER STD. B-362 PAD=35.5 „ 2 p • �o`O PAD=36.7 STA. 16+39.58 1426.0 BOT 16 GAS O STA. 10+23.32 PAD=35.6 PAD=35.8 PAD=36.� STA. 13+19.57 1 72 PAD=36.5 170 6" FIRE HYDRANT 164 STORM 142 .3 TOP. SWR. s 1 80 6" FIRE HYDRANT 6" FIRE HYDRANT STA. 14+33.14 PAD=36.8 = PER STD. B-362 - 163 DRAIN s'y LF�ti PAD=34.4 PER STD. B-362 PER STD. B-362 1" AN. & A.R. PAD 36.3 g" FxH ADAPTER(EW 165 PAD-35.5 _ 1430.3 BOT. wTR. PER STD. B-598 ( ) 1 fib 167 166 PAD=35.5 PAD-35.5 1427.85 TOP 16 GAS I PAD=8 PAD=35.5 PAD 35.5 s 169 PAD=36.0 1424.2 BOT. 30" GAS 1425.7 BOT. 24" GAS. " 1423.1 OP 8 01SEWER 1425.21TOP 86 WATER 1423.2 TOP SWR. 1423.3 TOP SWR. 8 P.V.C. C-900 CL 150 8 P.V.C. C-900 CL 150 8 P.V.C. C-900 CL 150 WATERLINE 11' S'LY OF C WATERLINE 11' S'LY OF (L 1426.3 BOT. 24" PIPE 1426.2 BOT 24" PIPE WATERLINE 11' S'LY OF Underground Service Alert FORE y CURVE DATA CURVE DATA P,yeE o 0 Call: TOLL FREE 1 -800 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT w� 227-2 600 `v A 11'29'54" 1200.00' 240.82' 120.82' G 11'27'43" 1494.00' 298.87' 149.94' TWO WORKING DAYS © 11*14'34" 500.00' 98.11' 49.21 0 11'2742" 1500.00' 300.07' 150.54' BEFORE YOU DIG WATER / SEWER APPROVED BY: COTTONWOODEAST RN MU9Lt WATER DISTRICT © 11*14'34" 511.00' 100.27' 50.30' 0 11-27'42" 1511.00' 302.27' 151.64' OWNER / DEVELOPER: ""'^ J. � 0D 09 19 52 1800.00 293.14 146.90 0 0518 15 3000.00 268.99 134.59 SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DA E - OE 13*19'15" 700.00' 162.74' 81.74' OK 06'30'02" 2000.00' 226.91' 113.58' INITIAL DATE SCALE. 1 - 40 F 13'19'15" 689.00' 160.19' 80.46' L 06'30'02" 1989.00' 225.67' 112.96' ND MANAGEMENT, INC• PROJECT ENG. 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION CANYON LAKE, CA 92587 WTR. OPERATIONS 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS I.D. 13 & U-1 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O o A, or q� A• s 4q 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. F, ti F` Q ci F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » C.O. rP,, Zy APPROVED BY: �� 9y2 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y mrri ¢ , Z (909) 785-5122 * FAX (909) 785-5180 SEWER AND WATER PLAN AND PROFILE COORD. 23-8-30 & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 t No. 25917 SHEET 7 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * �� * Exp. 12/31/05 __ 1984 ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JJ Q K D MAN ATE s PR PARED BY: R.C.E. NO. 17 COTTONWOOD COVE DRIVE D- RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE 9 ��IVA`\�� Q 9T�.�F IVIL ��P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY C RECOMMENDED DATE CAI�F� - DATE: 6��¢"03 H: 1"=40' V: 1"=4' FOR: W.O. COUNTY RICHARD A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE N0. �31,. rx JN571/571 SW7.DWG/5-23-03/S:40 w W W w Z Z 1- O H 0' J J W w EXISTING GROUND O C)w w _o in Y� z p(n z 00 w C) i,, Q O -1 pQp p ___ - ' Z2 C) W Qof z IXwLi LL.I O ,� p Q ZO O O J I- w <C Q o0 O cn w J o 00 zz 0 3 _ - I-Q O V) Ic O �z c? O Ca W �+ ca'v v3 �. v po _ ,.,% ov N c� o o� ¢U x¢ J J cUo nr°Ori = j - Own O O O OU w W •J m�j � PROPOSED FtNiSHEO % �, ��,� �Z N 3w °° 3 SURFACE AT Z �- It M0 <.q- Q J W��J (DW CD C14 + PO w r7 Ld(O ^ -' M + U V) '"�0 W 1- F_ �-.- °' "'� N`0 x - PROPOSED FINISHED +O M x� �� , II w Z «� - " o� - - "_ N a � : J o -1� Cn �, �� PROPOSED FINISHED W i O o z 0 � EXISTING GROUND C IZ SURFACE AT � Z+ +�� x ,n o a W cn M x 1440 cc o � o �:� C-q�' SURFACE AT � o _ w 00 - - - 1440 1435 - + owe �_ �= 1435 c0 c0 o N 1I u: t- r- COW M J 00 C� + ; + Zt N• eF.- c0 ►'7 O J tf� w O CV O rn O F-Z O p C1) nm n .0- j O+ p I-CV +w _ + o c`j I( x Q O. r d "i � C14 Z: C:)o� cC14 ,i � S=0.0048 a 0 + w CV II �1 cV 11 Of _ cV M S=0.0024 0 N IX 45 L.F. '� 435 C.G. 8" P.V.C. C-900 JOINT RESTRAINT LIMITS 0 C.G. 8" P.V.C. C-900 CL 150 WATERLINE - 1435 1430 - 2' x 7.5' DOUBLE BOX - 1430 CL 150 WATERLINE 7�6 F. S=0.0048 JOINT RESTRAINT LIMITS N C•, 1427.3 BOT. o S=0.0056 00 � 18" PIKE N h. _0.0040 S=0.o06s 143014T9.5 4 0 � �N � 3 1429.5 BOT. 110 L.F. - - 1430 1425 - - --- - 1425 S WATER Q_ a�. JOINT RESTRAINT LIMITS rn S=0.006Q 4 1429.E BOT.-IV) 26 � GP� 8 WATER 1 S N S-1.000 ►tigTFRop C.G. 8" P.V.C. C-900 W ® oP s-ao 22 - EXISTING GROUND ® � CL 150 WATERLINE 1425 Q ? � ? S ,yER -- 1425 1420 - -- 1420 .�o J B � > 6x`L1,�GP� ,� S=0.0040 of ,z N 00 S=Q,0240 '� ' 8� Z 153.09' 8� 3) T rn > c� JOINT RESTRAINT LIMITS 4 �� SE Qp z 142p N � - R 1* 99.82 L.F. OF 8" SEWER 231.35 L.F. OF 8" SEWER 294.34 L.F. OF 8" SEWER 23.91 OF 1 L.F..F. PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 21 +00 22+00 23+00 25+00 26+00 27+00 28+00 10+00 11 +00 12+00 w 8" SEWER INT. 22+17.66 COTTONWOOD COVE DRIVE 8" SEWER „ 6' N'LY OF )A8P3 =STA. 10+00.00 WHISPERWOOD WAY VARIES N'LY OF C 8 SEWER 8 P.V.C. C-900 CL 150 ORE \co \ \ VARIES N'LY OF I . WATERLINE 26' E'LY OF C LAKES" \ STA. 22�3.66 m STA. 24+5 .78 84 u OLD NEWPORT LA EET _ I =STA. 10+ 6.00 �r \ Z M.H. NO. 4 �PA�38.7° U w ROAD SEE SHEET 4 STA. 21+23.84 4 7.5 \ M.H. No. Z ,� 6 WILY OF � � � `;, m o STA. 27+48.90 ' I Z M.H. NO. 32 Z N'LY OF � CD =STA. 9+94.31 0 290 6' N'LY OF \ ; 86 a, \ v -� "' 285 �� M.H. NO. 35 PAD=34.3 AD=36.9 \ 8 + 33o� "� PAD- 8.1 PAD=38.3 N + 6' N'LY OF 12 22' 111O o - ,?87 I= 72 " PAAA -37.8 '• \, hl N ,cg' 0 \\ 2$ o \ \ e INT. 27+43.25 COTTONWOOD COVE DRIVE + \ 23 2Q 278 11 \ �� 71' ° � �� - �� _STA. 10+00.00 SALMON STREET CID L=3�'.52 20.64 S7. 57.1 ' 51;15' L-54.89'� PAD=3,8.9 �,282 PAD=39` PAD=39. PAD=40.4 1119 PAD=34.1 0 95 NI. ', - =54.92' �__' PAD=39.18111 > �� 6„ PAD=34.1 �.2�' W P0=39.4 -7 " J �r L=21.90' \�\ 2 17 0 �6" B o 115.59' rd 89018,54 W M. INT. 11+95.96 CLEAR LAKE LANE A6i D N °O L=50. i ° o ` 85 � � __600' PA -40.6 >°o�� o---BRPM =STA. 15+97.51 LAKESHORE LANE FQ-= _ VARIES 57 L=49:`�g' in �3' 22 00 2 +00 01>> V) - C T- BR�'M T \ - ' E F 4 0 cA EXIST 3 C C _ 7 _ 50 ��S - - - -- - - --- - -- - -- - W _ -- _ .. ,_ '• 5 � N WATER LINE PER D 15153 -BRPM -- `. W�.1 + 1.6 VARIE �1 OK-1 i� , ,- Z - BRPM 26+00 GN00 31 6 E -� 4$�2 ' _ \ 54.98 _ _ 311 1429.5 BOT. WATER /J 9 1 201 L 24.13 L=55.59' H �.- 164.82"r N88°12'S4" 7+0 276 CONTRACTOR TO VERIFY LOCATION AND ELEVATION ` ,� 1427.2 TOP 30" GAS = �� L-51 43 N PAD=40.7 OF EXISTING WATER LINE BEFORE CONSTRUCTION. RPM o N V �� PAD= 8.0 STA. 12+37.28 B PM \ ' 50.$g' 1429.E BOT. WATER `� `� 13 � �, � �, L�50.95'- �- � - � �� =�� = STA. 16+23.83 1 31.2 BOT. 8 ATER 1428.2 TOP 24 GAS ~ VARIES 292 STA. 25+0 35 w n 7.0E 57.12 \. 36.12' \\� V \`\ _ 14 4.2 TOP 8 S WER ' �. A ` 6 1 8" FLG D TEE `� 291 PAD=38.5 6 FIRE HYD ANT q INT. 10+00.00 CLEAR LAKE LANE o 2-8 FxH R.S.G.V. W, S A.10+11 - \ STA. 27+32.83LZ \ =STA. 94+66.35 OLD NEWPORT ROAD "' 1 ( E) T .00 PER STD. B 362 `, B 11° 6 I �� 5.64 ( 9 6 1 8 FxH ADAPTER (S) 30" HP GAS \ 31 5� I I\` = TA. 22+04.66 •` PAD-38.2 �� \!!, ,STA. 10+11. = ( - \ 1-8 HxH 90 ELL � A 10+31.50 CLEAR LAKE LANE =STA. 11+02.59 � , 1- ', FLG'D TEE �� 293 29 /� 275 i PAD=33.9 24 FxH R.S.G.V. (E\& S) =STA. 94+92.35 OLD NEWPORT ROAD TOP 8' WATER \` \ BAD=38.7 _ - 24"HP GAS HISPERWOOD 1-8" FxH ADAPTOR (W) \ PAD=39.0 ; SAD-40.7 HOT TAP EXISTING 36" CML&C PIPE WITH 36"x8" i 1427.3 BOT 18" PIPE W WAY PAD-�9.2 296 297 11 I TAPPED SADDLED CONNECTION WITH 8' FxF \\\� SHEET 13 \ PAD=39.5 PAD=39.8 I L�13.59' R.S.G.V. BY EMWD AT DEVELOPERS"EXPENSE. 0' 33' 1 I 97 NOTE: TYPICAL FOR ALL TEES OUTSIDE ,\ SEE 8 P.V.C. C-900� CL 150 \ INSTALL 1-8 FxH ADAPTER (N}, 1 CORP. STOP, 12 22 :1 PAD-34.1 PAD=34.2 OF MAIN LINE JOINT RESTRAINT , WATERLINE 11 SLY OF L=16.1.4' 274 STA. 10+48.00 STA. 11+49.98 LIMITS-IN ADDITION TO RESTRAINING VARIES �I I OLD NEWPORT " � JOINTS ON BRANCH SIDE OF TEE, 6 FIRE HYDRANT 6 FIRE HYDRANT RESTRAIN BOTH RUN-SIDE JOINTS AND SALMON ROAD PER STD. B-362 PER STD. B-362 �AKESHORE INSTALL A FULL 20' LENGTH OF PIPE DANGER 8 P.V.C. C-900 CL 150 STREET SEE LANE: ON EACH SIDE OF TEE RUN (WHERE 2" LANDSCAPE WATER CONTRACTOR IS TO TAKE WATERLINE 11 SLY OF Z SEE SHEET 9 ET 4 SERVICE PER B-334A CURVE DATA POSSIBLE). W/BACKFLOW PER B-597 PRECAUTIONARY MEASURES AS (FUTURE 1 1/2" METER) REQUIRED3 EXISTING PROTECT f'\� AKE ANE Underground Service Alert N PLACE. CONTAC SO. COTTONWOOD 0 DELTA RADIUS LENGTH TANGENT gFORE Yp Call: TOLL FREE GAS COMPANY AT �800) 858-5601 A o0°27'24" 3000.00' 23.91' 11.96' P O 1 -800cov DRIV © 6°30'02" 2000.00' 226.91 113.58' 227-2600 © 6°30'02" 1989.00' 225.67' 112.96' TWO WORKING DAYS FOR k DATED 09/08/03 & ONWARD ONLY OD 13°15'19" 1000.00' 231.35' 116.19' BEFORE YOU DIG WATER / SEWER APPROVED BY: HUNSAKER & ASSOCIATES EASTERN MUN CIPA� WATER DISTRICT � E 13000'01 600.00' 136.14' 68.36' 1 R V I N E I N C PLANNING ENGINEERING SURVEYING 13000,01" 589.00' 133.64' 67.11' OWNER / DEVELOPER: CIVIL ENGINEER OF SUBDIVISIONS DATE 0� Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759� SOUTHERN CALIFORNIA INITIAL DATE „ 16051'51" 1000.00' 294.34' 148.24' ND MANAGEMENT, INC• PROJECT ENG. ,r , SCALE: 1 = 40 APPROVALS INSPECTION O 11 054'01" 600.00' 124.62' 62.53' 3167E RAILROAD CANYON ROAD ` / V (O 11054'01" 611.00' 126.91' 63.68' CANYON LAKE, CA 92587 WTR. OPERATIONS 0 20' 40' 80' ,20' 160, U S SNY R RCE 24068 DATE (909) 246-1 100 * FAX: (909) 246-1 104 SWR. OPERATIONSI /' � .D. 13 & U-1 � SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING , INC , BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS PR N TRANSPORTATION DEPARTMENT eR _ SHALL NOT COMMENCE UNTIL AN OFESS/p pFESs/�N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION '�J.O. 10-027 ENCROACHMENT PERMIT AND/OR A c�0 A_ q� p q- 9 1 1 651 STERLING AVENUE, SUITE E COUNTY OF R I V E R S I E GRADING PERMIT HAS BEEN ISSUED. `� F,� Ty F ��' P�� Ski�F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" C.O. 65376/377 �, � � � APP VED BY: �, z 9 � s� vy CO ; z c, IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR C, Y m _ m (909 785-51 22 * FAX (909) 785-5180 COORD. 23-B-30 & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 �'/� N0. 25917 1984 ELEV.- 1 425.301 SEWER AND WATER PLAN AND PROFILE SHEET 8 of 1 1�3 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Z / Ex . 12/31/05 - FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ML /s/o3 REVISED PROPOSED F.S. & S.D. PROFILE s� P K A. T AN DATE ,� p * PREPARED BY: R.C.E. N0. 25917 COTTONWOOD COVE DRIVE & CLEAR LAKE LANE D 256�oz RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. A qTF OF 'CAU�F��\ 9TF �F IVI� p( �P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY COM ENDED DATE CAO- ATE: //'9'O� H: 1"=40' V: 1"-4' FOR: W.O. COUNTY �' T. RICHARD A. SCIANNI - SO. CAL. LAND MANAGEMENT, INC. FILE No. L:\29837\SS&W\SHT08.dwg O C.G. 8"' P.V.C. C-900 444 c o Wz ` CL50 VIATERtIiE m.. z ,. o� Cn �' m Q to ISTING GROUND O(1 zW a� ¢ z' w W COc.y �� - .._._,y N w Q =� tod (no �-' o o = o Z v N x o UJI - - oQ� NQz � � rn z _ • PROPOSED, ` °' of � M M 00 W o � (n OV - Cn L0p r�C3 CV CV C,j C� '_ ¢ U N cD `� M �00FINISH SURFACE +� + > + J + .� �, ^ M -Q �_-csk -� tG CA ap o Z S M STREET Q <+ Z '`� k.►°O .W �°' o ¢ + EXISTING GROUNQ O rn _ + °+° f UJI �,? ' C.G. 8 P.V.C. C-900 z+ Ln r a W �J �� +WL 150 WATERLINE �� H O)1 ,440 + Iti J N n � o PROPOSED -- ___ __. 45.00 LF. « co FINISH SURFACE 87.s2 LF. JOINT c-i 110.00 LF. 110.00 L.F. STREET _ JOINT RESTRAIN + JOINT RESTRAIN LIMITS T RESTRAIN LIMITS � � RESTRAIN LIMITS + 1435 - s=o.oOao �' -0. 43 S=-O.Owo - 143 5 Q N s=0.0040 in 19.00 F' A 143.3 RESTRAIN 2 �� Il, TOP 16-7 GAS LIMITS � .,j4 d1GApR I11 �� AT WATER PROTECT IN PLACE n- L S=-D.0040 1 I I S=O. S=-0.0040 BOT30 GAS 1430 - Nz oz rn � =-0.0204 rn 14 T CN14 14 7. P 241.22 L.F�- OF 8" SEWER 155.12 L:F. OF 8 SEWER 118.12 L.F. OF 8 R SEWE - 1 4 1425 - _ _ - _ _ _ - _ - 25 co . > _ ( z PROFILE SCALES � % _ 168.14 L.F. 01= 8_ 1R _ _ (20 HORIZ. 1 =40 VERT. 1 -4 8" SEWER 10+00 11 +00 STA. 12+35.85 12+00 13+00 14+00 15+00 16+00 17+00 18+00 =STA. 10+06.00 ANGLER VARIES E'LY OF 6' E'LY OF �6 AVENUE � INT. 12+41.85 SALMON STREET 8" SEWER STA. 10+11.00 SEE S EET 3 =STA. 10+00.00 ANGLER AVENUE mOf VARIES E LY OF STA. 15+98.66 S' E'L = STA. 27+32.83 276 rn a. M.H. NO. 43 1-8 90' HxH ELL STA. 13+25.97 STA. 14+80.97 aoo 0 6 E'LY OF STA. 9+94.31 AD=41 .o 275 q TERMINUS � M.H. N0. 44 + `D =STA. 27+48.90 + 1434.7 BOT. WATER M.H. NO. 35 277 PAD=41 .0 M.H., N0. 45 6 E LY OF 2 fig 267 266 6' E'LY OF PAD=41 .0 274 273 6 E LY OF PAD=41 .7 1430.4 TOP 8" SEWER 8" P.V.C. C-900 CL 150 PAD=41 .2 272 PAD=42.3 268 r PAD=41 .6 STA. 16+33.17 WATERLINE 11' S'LY OF C INT. 10+00.00 SALMON STREET PAD-41 . 271 270 °D 1-8" HxH 45' ELL L 3C�29' � W 26 PAD=42.0 PAD=42.3 PAD=42.3 w 00 PAD=42 0 II =STA. 27+43.25 COTTONWOOD COVE DRIVE �+ 00 n r 0 4�4' M (6 00 a 1.04' J c,42 265 8" SEWER J -' J 42.00' "' 42.00' 50.00' 50.00' 39.12' "' .� L=25.70' L- 4.23 J 00 PADS 41 .6 6' N'LY OF 278 -� PAD=40.5 �% VARIES N09 STA. 17+20.79 i� " `-' B PM `0 NO3'48'30"W N - p ,VARIES _ �'p. 6" FIRE HYDRANT BRPM 11 00 12++ N00'35 49"E _ �Q PER STD. B-362 b B A 4 N 13+ NO3'48'30"W 4+00 N 15+00 C % �,6 g5 264 1-8"x6" 90' REDUCING ELL 6+0o PAD=41 .1 279 BRPM 6" _ _ - N -' 48.50' L=2 .89 7 6�4' ,,� �, P 89.72' 51.11' 50.00'w � L=36.75' 40 PAD-40.3 STA. 10+45.52 1 STA. 12+85.85 5 28' S4 27.75' S5� 6" FIRE HYDRANT J ;r, 6" FIRE HYDRANT U STA. 15+86.71 % 1 6 �/ 263 N N PER STD. B-362 1433.9 BOT. 8" WATER PER STD. B-362 30 PAD=40.6 s y� 6" FIRE HYDRANT LO M 297 1432.1 TOP 8" SEWER , 305 PER STD. 8-362 y r'� /,,/ I PAD=40.0 298 PAD=42.0 306 307 PAD=42.1 309 �'� s� �j / * NOTE: DUE TO CONFLICT WITH THREE PAD=42.0 PAD=42.4 PAD=42.1 PAD=41 .2 \ �;� 'X � ,/ �,�,.9�J HIGH PRESSURE GAS MAINS THE 280 STA. 12+67.85 STA. 14+25.69 W .� $ , ' WATERMAN SALMON ST. AND I 1431.3 BOT. 24 GAS F O WHISPERWOOD WAY WAS NOT TIED N = STA. 9+89.00 " Qa' m STA. 12+52.85 1 A.V. & A.R. 14- 1427.5 TOP OF 8" SEWER 0 O TOGETHER. PAD=40.0 I o - STA. 9+89.00 I 1_8" FL'GD TEE PER STD. B-598 " �, Q COTTONWOOD ,� � 1-8" FL'GD TEE ANGLER 1 8" FxH RSGV (E,S) + 1429.8 BOT. 30 GAS NOTE: TYPICAL FOR ALL TEES OUTSIDE COVE + CO 2-8" FxH RSGV ((N&W) AVENUE 1-8 FxH ADAPTER (N) �' 1427.4 TOP OF 8" SEWER OF MAIN-LINE JOINT RESTRAINT SEE SHEAVE o ± 1-8 FxH ADAPTER(S) SEE SHEET 3 . i 310 g EXISTING 24 ' 214 SCALE: 1" = 40' LIMITS-IN ADDITION TO RESTRAINING GAS LINE JOINTS ON BRANCH SIDE OF TEE " PROTECT IN PLACE PAD=41 .0 , ' PAD=40.0 RESTRAIN BOTH RUN-SIDE JOINTS AND 8 P.V.C. C-900 CL 150 � � / > " WATERLINE 11 W'LY OF Q EXISTING 3O" EXISTING 16" 0 20 40 80 120' 160 INSTALL A FULL 20' LENGTH OF PIPE 8 P.V.C. C-900 CL 150 GAS LINE GAS LINE ON EACH SIDE OF TEE RUN (WHERE WATERLINE 11' W'LY OF q PROTECT IN PLACE ,� 215 PROTECT IN PLACE POSSIBLE). / PAD=40.3 \ SA MON STR T Underground Service Alert BEFORE / �Py o Call. TOLL FREE / 216 1 -80o ti�� 227-2600 �, 00 PAD=4o.s CURVE DATA TWO WORKING DAYS v' 217 \ DELTA RADIUS LENGTH TANGENT BEFORE You DIG WATER / SEWER APPROVED BY: PAD=40.9 EASTERN MUNI IPAL WATER DISTRICT STA. 17+66.79 0 2'29'10" 1011.00' 43.87' 21.94' `vr (p �Dy =STA. 18+73.31 218 B 2*29'10" 1000.00' 43.39' 21.70' OWNER / DEVELOPER: CIVIL ENGINEER OF SUBDIVISIONS DATE q M.H. NO. 41 PAD=41 .1 SOUTHERN CALIFORNIA 6' N'LY OF © 4'24'19 489.00' 37.60' 18.81' INITIAL DATE LAND MANAGEMENT, INC. PROJECT ENG. / jS 3 q INT. 17+66.79 SALMON STREET D 4*24'19" 500.00' 38.44' 19.23' 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION -� =STA. 18+79.31 WHISPERWOOD WAY CANYON LAKE, CA 92587 WTR. OPERATIONS (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS I.D. 13 & U-1 • NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS oN TRANSPORTATION DEPARTMENT eR o SHALL NOT COMMENCE UNTIL AN QROFESS/ OFESS/ RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE W.O. 10-027 ENCROACHMENT PERMIT AND/OR A t�0 p . 0 q� �p o M. 'y 11651 STERLING AVENUE SUITE E C.O. GRADING PERMIT HAS BEEN ISSUED. `�` F,� ry F P� �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" „ �, � y APPROVED BY: ray �� 9y2 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y rn 4 ' m SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Ex 36930 06 'AIR p. 25917 31/ � ELEV.= 1425.152 FOR SHEET 9 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * P / / Exp. 12/31/05 PREPARED BY: R.C.E. NO. 25917 12 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s� P K D A. M T s * SALMON STREET D- RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9 . CIVIC W q7nW � CIVIL ��Q % EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY r7F CA��F� RECOMMENDED DATE O FOF CA��F�� I DATE' 6-/¢-�3 H: 1"=40' V: 1"=4' FOR: W.O. COUNTY RICHARD A. SCIANNI - SO. CAL. LAND MANAGEMENT, INC. FILE No JN571/571 SW9.DWG/5-30-03/S:40 t , s J s QJ Z J J W QW ¢ J Q W F- ; O 00 _. -. . Wx _ mY c�� Q N 3 W ao; v z 3 c9 x cG ME : i 0�, , _ t F-- ti Z; +M ^ O on Z .' N N S„ •. O W c�r O > O COJ f + M W s[N _ PROPOSED; F11�iSHEO M � r J r N W- � d- m x Co (- Cn I� - _ _ .. _ _ m F- r -+ r pd �� O op ^ _ URFAC AT Q N W -` > w rn ' r a �- ca�. - (� J _ .� _: :- . � r PROPOSED FINISHED f . � w 143 nN U +; _ N] t0 r SUIFAC AT + + _ E_ . N m - _ _.. o: mot` r QN N cn r _ ,_ cn_ to CNI OS - M C9 : N + 1430 JOINT f ESTRAIN LIMITS 90.40 L.F. JOINT 0 _ . ..> -._ _, - - _ M _ c, JOINT RESTRAIN LIMITS ` RESTfAIN LIMITS` S 0.0064 Q rn N .- = XISTItIG GR��t�PdD �."L .... _ .,.. j. .. ,�„ ...,., -'.._.. -. ._... X �.' � 25 , EXITIIG GROUND: O �� _ 18 , PIPE ` _ -C:G 8 P.VG,, ��-900 _ _ P.V.C. -900 S--1.o00 C.G. 8 C s 1.0001 .00D C.G 8: P.V.C. C-900 C . 1 WA_ R IN 15 WATERLINE .� ,._._1. _TE L _ .E _. CL 0 1423.8 BOT. 30 PIPE AT SEWER _ Lf�_ _ n S-a• 8. EL ,1510 WATERLINE 1423.7 BOT. 30 PIPE AT WATER •� 4422.7 TOP 142� 420 8 WATER S 0. , u ; z STA. 17+73.94 BLUE WATER WAY `b cp+ > 0040 __ _ STA. 12+82.32 r�fER1T BAY ©RIVE •- � O.OD40: �► z S . > cJ� _ S 1 �- ao � I--r 1422.31 C.G. ' GB: 9 0 HxH ELL c� r - .o _ _ _ > -o � � `� � - 1415 CS 09 x _ Z r to (D _., _ ! STA. 17+84.12 N ; �o � c� Q N L�,J r 1422.33 45 RT. H ELL �- •d VE cn 183.70 L.t. pf � SEVpER 150,00' L.F. Of 8 SEWER 314.61 L.F. OF 8 SEWER ; : E 159.22 L.F.tF OF 8 SEWER` 297.66 L.E. OF 8 DER ; 1 } 1410 : PRO FILE LE SCALES ' HORIZ. 1 =40 = i f VERT. 1 4 10+00 11 +00 12+00 13+00 14+00 STA. 15+09.79 15+00 16+00 1 7+OOSTA. 17+79.05 18+00 19+00 20+00 21 +00 22+00 6" FIRE HYDRANT + STA. 17+74.06 1418.8 TOP 8 SEWER MERIT' STA. 13+07.41 w PER STD. B-362 I U1 = STA. 12+60.32 1423.8 BOT. 18" PIPE aRIVegY INT. 17+85.06 BLUE WATER WAY + 8 P.V.C. C-900 C' 150 CC E =STA. 12+71.39 MERIT BAY DRIVE 1 A.V. & A.R. -� cry 1-8" FLG'D TEE SHC PER STD. B-598 w WATERLINE 11 WILY OF -D 2-8" FxH R.S.G.V. (E&S ) 44' 3 STA. 18+23.36 8" P.V.C. C-900 CL 150 'v 7 r � 1-8" FxH ADAPTER(W) ? 1418.8 TOP 8" SEWER WATERLINE W'LY OF � 70 71 72 73 PAD=33 8 0 20, 1424.4 BOT. 18" PIPE 75 STA. 12+17.77 68 69 PAD=34.8 PAD=34.6 PAD=34.3 PAD 34.0 r _ 76 111 Qc, 6" FIRE HYDRANT ,Q 7 PAD=35.4 PAD=35.1 PAD-33.5 PAD=33.3 6" 78 PER STD. 8-362 PAD�35. i =52.02' L 42.06'_ `� L=50.044= L-3 �% / 3 PAD=33.2 ^max x 66 o c L=52_00' - - PAD=35. L- 8.57' co L=50.08' L=52.03" � �L=50.01= - - m s� 146 17+00 E PAD=33.2 m � -� 1s+oo � - � �� PAD=3 �a� ' oo N 4. -1 K L '` ` °4 13+0 14+00 C J � F itoo - 18�om � , � 147 64 �'�� A D rn oo N BRPM _ s _ _ -- _____ _ .� _ 8°, PAD=33.4 STA. 10+44.00 �� BRPM - - 50.02 L-25^�1 2" LANDSCAPE WATE L_161 �1 \ ,� ! 6" FIRE HYDRANT PAD=34.6 �o- kop B = _ _ - L=50.01 L �' 8 SEWER w PER STD. B-362 �ti L=38.78' , L=50.06' L=50.02' U! L=52.00 3 SERVICE PER B-344A � �\�s 0,11 �ti�� L-67 66 N (FUBUREF1�/2" MEW PER TER) 7 H \�s� 148 VARIES N'LY OF �� \ 0. 63 A- !�° W 81 80 N ~ 9°0 , QJ� PAD=33.6 �P�,1` PAD=33.6 ��`'� �. 86 85 84 83 82 PAD=33.9 z PAD=33.7 1422.7 TOP 8'7 WATER 9° ��' h 87 PAD-35cp. .3 PAD=35.0 PAD=34.7 PAD=34.4 PAD=34.2 STA. 17+43.0 1423.7 BOT. 30" PIPE 313 r? ��' 88 1425.7 BOT. 8� ATER V v PAD=35.3 D' 6 ��'` ° PAD=35.1 STA. 13+43.32 1418.5 TOP 8 S WER 68\ \�- p /Nb o, ��M.H. NO. 13 �8 SEWER STA. 18+11.60 149 \ 7 ' ��' STA. 11+90.26 6 E LY OF 6 E LY OF 1423.1 TOP 8 WATER PAD=33.9 ' / STA. 16+57.16 - G STA. 10+06.00 Z M.H. NO. 12 STA. 17+73.94 1424.1 BOT. 18 PIPE 1428.7 BOT. 8" WATER \ O�Q 6' E'LY F ��M�H. N0. 14 = STA. 12+82.32 79 QJ�' �o \l`� 6 E LY OF " ° x s STA. 21+11.57 o M \� q M.H. NO. 16 1415.E TOP 8" SEWER .�' � 6'' .: -� / ,o s gg 1-8 HxH 90 ELL STA. 18+16.69 PAD-33.3 � �\ o � �,M.H. N0. 15 ��s\ 6' N'LY OF � 11-11 18 1o4b �� PAD=34.6 6 W LY, of� �� 6''' N39 58 09 W R BACK \ l 150 PAD=36.5 8" SEWERBLU WAT R WA N27°10-57"W(R) AHEAD � °�h 1 - \ N 90 6' E'LY OF �. 8" P.V.C. C-9 CL 15 145 ��s =o� PAD-34.1 PAD 34.0 00 0 PAD=33.7 �� \ WATERLINE 11' S'LY OF � �� 'O s 17 FOR Al DATED 09/08/03 & ONWARD ONLY 1 \ STA. 9+89.00 PAD=36.3 HUNSAKER & ASSOCIATES '61 Q� 1 R V I N E I N C = STA. 12+13.53 \ STA. 10+06.00 , • PLANNING ENGINEERING SURVEYING 144 1-8" FL'GD TEE M H. N0.2.53 Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FX:(949)583-0759 CURVE DATA PAD=34.0 �O X 1-8" FxH ADAPTOR( (E) W) STA. 20+90.50 16 �� ti'�o � 6 ELY OF O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT 6" FIRE HYDRANT �,�� \ p.• PAD=36.0 \ `� cr / Z G,L PER STD. B-362 INT. 10+00.00 BLUE WATER WAY O ��! DOUGLAS SNYDER RCE 24068 ` DATE O 34014'49" 311.00' 185.89' 95.82' OH 34006'32" 500.00 297.66' 153.38' =STA. 12+24.53 LAKESHORE LANE 15 \ �� © 29013'58" 294.00' 150.00' 76.6 7' OI 17025'44" 900.00' 273.77' 137.95' PAD=35.8 v �P�� WATER / SEWER APPROVED BY: © 07011'35" 2489.00' 312.47' 156.44' O 12035'28" 1000.00' 219.76' 110.32' �1P� Underground Service Alert EASTERN, MU ICIPAL WATER DISTRICT 9 ! � O 07°11'35" 2506.00' 314.61' 157.51' O 07°11'34" 2500.00' 313.85' 157.13' OWNER / DEVELOPER: E OR Call: TOLL FREE CIVIL ENGINEER OF �BDIVISIONS AT E 20°37'32" 336.00' 120.96' 61.14' ° , SCALE: 1 = 40' SOUTHERN CALIFORNIA 1 -soo INITIAL DATE ° c © 35 36 48 325.00 202.01' 104.39 - ND MANAGEMENT, INC . 227-2600 PROJECT ENG. L S 4 O 18 14 43 500.00 159.22 80.2,I O 32 08 10 450.00 252.40 129.61 0 20' 40' 80' 120' 160' 11 INSPECTION G 32008,10" 439.00' 246.23' 126.45' N 15°01'38" 314.00' 82.35' 41.41' 3167E RAILROAD CANYON ROAD APPROVALS O TWO WORKING DAYS WTR. OPERATIONS CANYON LAKE, CA 92587 BEFORE YOU DIG (909) 246-1 100 * FAX: (909) 246-1 104 SWR. OPERATIONS 1.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 II- 020074 S.A. 33/4 ! WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/oN TRANSPORTATION DEPARTMENT q?,QFESS/0 W.O. 10-027 O q Nq 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �� ,O A. oTy l� ��OP�� A' Sc',l� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 C.O. 6537E 377 GRADING PERMIT HAS BEEN ISSUED. c�, APPROVED BY: �, „ „ s� 2 _' Ci 9y�' 909 785-51 22 * FAX 909 785-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m �' ¢ m ( ) ( ) SEWER AND WATER PLAN AND PROFILE COORD. 23-B-30 & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 � Z/�'/0 cR No. 25917 1984 ELEV.- 1425.301 SHEET 10 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * ` 1 Exp. 12/31/05 - FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 ML 8 03 REVISED PROPOSED F.S., W. LINE PROFILE & SEWER M.H. RIM ,�+ A. T AN DATE w PREPARED BY: R.C.E. N0. 25917 ��f.� /J RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE qJ CIVIC ��P qT CIVIC �Q EXP'. 12 31 05 BLUE WATER WAY - (J `T REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY FOF CA��F�� ECOMMEN D ATE ♦ FoF CAU�F�� E�TE: �-'/9-0¢ SCALE: 1"=40' V: 1"-4' FOR: W.O. COUNTY ' RICHARD A. SCIANNI - = SO. CAL LAND MANAGMENT, INC. FILE NO. 1 I A oag2 -7\ CCi,%AA (ZWT1 n .d..,n w � _ W w w W _ Q C.G. 8„ P.V.C. C-900 En CL 150 WATERLINE uj uj � w > ©�X � } o a J tAJ W .- Lu qpw z M O 05� o0a 3M w c� cn w 5 N oD ? - z a' m ao oa oD�C� �w % ate _ c"'c m �� PROPOSED FINISHED o Q C5 w o o z �". � . • n 1oc, o � c� �o ?m `td- z •xU c� oo + C Qoa �' SURFACE AT o _ �� N J 3w� �,� z • - .- U __, _,, _ ,.._e. ,, __ .. __. . _ c� i,2,._ _�._ ,,a_ _ _.. _. . _,. . _s� 1435 - _ OD CDLO UJI _ W r? + V + U + U NOS � tQ JAW Q �Y00 p0 LJ N 00 N N Qp Z+ + 0q 00 SQ (/� to CD� N D: _ + CV cD F-� '_CO t73 a h-U n cfl O N � � Fes- � N I I r c3j N II Di^ .= + ILO CO I--41 o + comer N o oD N V _ to Uf .- Cn �- M O O W p O f _+M u L41 c+•t 220.00 L.F. ,JOINT RESTRAINT LIMITS � o .. i - OPOSED FINISHED N`~ 1430 - _ L.F. 1430 1435 -1435 co • ,_ EXISTING GROUND • + _. 162.38_ SURFACE AT . N cr, cv_.. _. _ ►i - JOINT RESTRAINT LIMITS S=0.0048 -.- _. 52 Cn S-_O.0056____j 153.34 L.F. JOINT RESTRAINT LIMITS ExISnNG GROUND o� - 14?4.5 SOT. 142 _ 1 42 1430 ..� - 1430 C.G. $" P.V.C. C-900 s-- ---l.0000 s=1.0000 1427.E 80T T. _ 36' PIPE 24" PIPE CL 150 WATERLINE �42�•� 80>�S rS=0,002fl 142,3.8 18 STORM DRAIN PIPE 0 low 24 q Ir 5=0:0040 SEAR ____ r.__- _. _..._ 1420 Von SRO. ,�� p,�. ,`p_ S=0.0 04 Q - 1420 1425 - 1426.3 TOP 1425 > EXISTING GROUND 0 _ o > �, �- ,�L��.•PAR ^� ��. �� - N _ ' _ CL'G. 8 P.V.C. C-900 $" WATER N z W ,., cQ,` S=1.0000 150 WATERLINE 371.54' L.�. OF 8" SEWER 203.81' L.F. OF 8" SEWER _ 41 N _ 141 5 1420 _ 1 �420 z - � �w rn �Wf o o ~ CN o tj N (3 + U V _ _ N to ^Z Q N•� Q:N _ 1410 PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 10+00 11 +00 12+00 NOTE: TYPICAL FOR ALL TEES OUTSIDE =STA. 26+61.77 8" SEWER 8" P.V.C. C-900 CL 150 2" LANDSCAPE WATER OF MAIN-LINE JOINT RESTRAINT 1423.8 BOT. 36" PIPE 6' N'LY OF WATERLINE 26' W'LY OF � SERVICE PER B-344A 1422.2 TOP 8" SEWER W BACKFLOW PER B-597 LIMITS-IN ADDITION TO RESTRAINING STA. 21+11.57 „ EXIST. 36' WATER (FUTURE 1 1/2" METER) JOINTS ON BRANCH SIDE OF TEE, Z M.H. NO. 16 8 SEWER =STA. 25+65.19 N INT. 26+84.97 NORTHSHORE STREET PER D-15154 RESTRAIN BOTH RUN-SIDE JOINTS AND 6' N'LY OF � 6 N LY OF 1424.5 BOT. 24 PIPE STA. 10+31.50 LAKESHORE " + = STA. 10+00.00 BAY VIEW WAY = STA. 100+60.35 OLD NEWPORT LANE STA. 11+84.84 1421.8 TOP 8 SEWER Co STA. 10+48.00 105 = STA. 21+93.09 INSTALL A FULL 20' LENGTH OF PIPE STA. 24+84.38 °D HOT TAP EXISTING 36 CML&C PIPE WITH 36 x8 M " ON EACH SIDE OF TEE RUN (WHERE V T_ M.H. NO. 17 � STA. 26+88.19 " ROAD SEE SHEET 5 -STA. 9+96.78 TAPPED SADDLED CONNECTION WITH 8 FxF 6 FIRE HYDRANT I 1-8 FLG D TEE POSSIBLE). 6 N LY OF 315 .M.H. NO. 18 R.S.G.V. BY EMWD AT DEVELOPERS EXPENSE. EXIST. MANWAY TO REMAIN PER STD. B-362 I 1-8" FxH ADAPTOR (S) INSTALL 1 8 FxH ADAPTER N , 1 CORP. STOP i 1 1-8 FxH R.S.G.V. ( &E) a 151 1 PARK 6 N LY OF O PAD=34.5 152 159 PAD=33.5 n (CONTRACTOR TO VERIFY LOCATION AND ELEVATION I PAD=34.8 I PAD=34.5 153 154 157 158 PAD=33.5 OF EXISTING WATER LINE BEFORE CONSTRUCTION.) 3 STA. 11+45.50 . 155 156 `�! 44'�2' 231 \ I p N 6" SUPER FIRE HYDRANT Ixx PAD=34.5 PAD=34.2 PAD=33.5 PAD=33.5 , PAD=33.9 PAD=33.6 ��o \ I) L=56.001 PAD=33.9I ,9J� PER STD. B-517.�. �=52.24' t.-24.39 <�� \� B 117.46' 16" � INT. 11+96.00 PLEASENT VIEW LANE 56.00' o ' o =STA. 22+19.24 LAKESHORE LANE . rn 54.00 31.85(V �► L=56.00' L=56.00' L=56.00' L=35.8 18.13 _ �j I I`, o 312 2 "'ao iv N86'34'57"E _ °'- �`L , U. Q U) N rn rn N _ BRPM '��' 232 TOCBEORE-LOCATOED ;) Lo PO ~ A 22+00 ,- - 26+00 °'- y`�6'. u, BYVE M.W.D.SAEXPENSE I o°'o BRPIM N "' M BRPM Lwu d "' B 23+00 BRP 24+00 C 25 ry 6,1 5�, \ PAD=33.9 EXISTING BLOW-OFF TO BE I 1� 11+00 1� ' REMOVED AND BLIND Z 35 �� L=52�' _ 97.06' B s FLANGED BY E.M.W.D. AT �; f a? i� _ DEVELOPERS EXPENSE 48 L=52.49'w 1 o L=52.48 I I`� = a ' L=52.48' L=52.48' L=52.49' L=27.42' 25.30 cr 53.00 ''' STA. 26+58.74 �° j INT. 10+00.00 PLEASENT VIEW LANE V ;�, 6 FIRE HYDRANT =STA. 100+86.35 OLD NEWPORT ROAD r'' PER STD. B-362 \ �- 143 N 6 Q 142 ,�� P-i I I o ' PAD=34.4 PAD=34.s 141 140 139 135 314 EXIST. 8" CML&C E.M.W.D. ( ( �0 8.00' 117.47' 138 136 I PARK �� 1 WATERLINE PER D-1962 I I �0� PAD=34.6 137 STA. 21+98.14 PAD=34.4 PAD=34.1 PAD=33.8 PAD=33.5 PAD=33.5 J\�� I 1 1" A.V. & A.R. PAD=33.5 \ Gj� I I WATERLINE PER&D-9160 E.M.W.D. PER STD. B-598 _ I I STA. 26+79.08 Gj� STA. 10+31.51" I I N = STA. 10+05.90 1426.8 BOT. 18 PIPE 15' I ,� 114 STA. 23+53.64 _ " 1421.7 TOP 36 WATER 6" FIRE HYDRANT 1422.8 TOP 8" WATER 1-8 HxH 45' ELL I I' PAD 11+36 AN LANDSCAPE WATER PER STD. B-362 " SERVICE PER B-344A OLD NEWPORT =STA. 11+36.69 1423.8 BOT 24 PIPE =STA. TOP 8 09 W//BACKFLOW P R B-5 7 0 1427.3 BOT. 18 PIPE LA K ES H O R E 1-8" FxH R.S.G.V. (E)) „ 1422.1 TOP 8" WATER (FUTURE 1 1/2'� METER� ROAD J 1426.3 TOP 8 WATER LANE 1-8" FxH ADAPTER (1W) $ P.V.C. C-900 CL 150 1423.1 BOT. 36" PIPE WATERLINE 11' S'LY OF � SEE SHEET 5 Underground Service Alert BEFORE yoG o a� Call: TOLL FREE 1 -800 PL AS NT 227-2600 NORTHSHOR STR ET TWO WORKING DAYS CURVE DATA BEFORE YOU DIG WATER / SEWER APPROVED BY: EASTE N MUNI IPAL ATER DISTRICTVIWLAN O DELTA RADIUS LENGTH TANGENT OWNER / DEVELOPER: CIVIL ENGINE R OF SUBDIVISIONS GAT A 12'12'22" 1744.00' 371.54' 186.47' SOUTHERN CALIFORNIA INITIAL DATE SCALE: 1" = 40' © 12.12'22" 1750.00' 372.81' 187.12' LAND MANAGEMENT, INC . PROJECT ENG. 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION - © 12'12'22" 1761.00' 375.16' 188.29' CANYON LAKE, CA 92587 WTR. OPERATIONS 0 20' 40' 80, 120' 160' (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS I.D. 13 & U-1 MOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/p TRANSPORTATION DEPARTMENT QROFESS/p W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O p , o �ql kp o p. SN9� 1 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. `Z F.� T F P� �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 C.O. �k, G' APP D BY. '`�'�� 9y �' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � Y m m SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 ''00 No. 25917 1984 ELEV.= 1425.301 FOR SHEET 11 .OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 Exp. 12/31/05 PREPARED BY: R.C.E. N0. 25917 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE `r9 CIVIC �P A. H DATE � sq CIVI` �P EXP. 12 31 05 NORTHSHORE STREET & PLEASENT VIEW LANE D- RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND TF 0�� -40 03 PF �� SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA1�F OF CALF COMMENDED DATE RICHARD A. SCIANNI DATE: �9 D��¢- 3 H: 1"=40' V: 1"=4' $O. CAL. LAND MANAGEMENT, INC. FILE NO. 221'wzz JN571/571 SW1 1 .DWG/5-28-03/S:40 PROPOSED FINISHED - SURFACE AT C.G. 8" P.V.C. C-900 aZ CL 150 WATERLINE 3 Q J rW w C.G. 8" P.V.C. C-900 Nw`'' w 3 X Q CL 150 WATERLINE o r >- 3w = Z u)I� mw m ' C �Q 1-440 3 Q > °� cv iO J 1440 - w 3 �- Q w ¢ - o N `�co cV +,* U _ F' 3 m� m = � Z � 00 3 S 00 0 0 0 c� o 0 Z r 0 C3 m w ao o�' >-� �Z(j L - � PROPOSED FINISHED Z 0) �, w 00 = CO = � O - � J 0 + rM 00 ' C �} � M O I t rri Q cV Z °° off " + " �' SURFACE AT �, + " af N �N 1435 - m W -+ C � o Nw w - o ' 0 - 1435 �00 mw �N' ¢ N N w EXISTING GROUND C� w w a z+ + V) li � � � �± � - cV II m o: cn w -- ------ - - -- ------ ---- - --- - __. - I. - _----- 110.00 L.F. CD � ----- - JOINT RESTRAINT + ° LIMITS 1 �, _0 _ 4 00 L.F. --- od JOINT C ¢ 220 L.F. JOINT RESTRAINT LIMITS M :::::::j142;7.OBOT. - 1430 RESTRAINT R LIMITS 5-0.0144 S=-0.0024 N 18 PIPE 29 3 S=-0.0024 5-0,0081 8 - 1426.0 TOP 1424.2 TOP 18- PIPE Q FR 142 _ 8" SEWER @ 8" WATER 5=0,0120 �� 0 18 PIPE ,�. - 1425 S=0.0040 S=0.0040 1425.2 BOT. Sri z _ S=0.0040 18' PIPE c� - ;> ® 8" SEWER - � - � 142© � �, N z - 1420 > Z04 223.46' L.F. OF 8" SEWER 248.22' L.F. OF 8" SEWER 126.52' L.F. OF 8" SEWER 150.00' L.F. OF 8" SEWER PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 10+00 11 +00 12+00 13+ 00 14+ 00 15+ 00 16+00 17+00 18+ 00 19+00 STA. 15+94.98 $" SEWER NOTE: TYPICAL FOR ALL TEES OUTSIDE M.H. NO. 21 r a OF MAIN-LINE JOINT RESTRAINT 8" SEWER 6' E'LY OF 6 E'LY OF LIMITS-IN ADDITION TO RESTRAINING 8" SEWER 8" SEWER VARIES E'LY OF Z STA. 17+44.98 JOINTS ON BRANCH SIDE OF TEE, INT. 10+00.00 BAY VIEW WAY VARIES E'LY OF Z + M.H. N0. 22 RESTRAIN BOTH RUN-SIDE JOINTS AND 6 E LY OF N 6' =STA. 26+84.97 NORTHSHORE STREET E'LY OF INSTALL A FULL 20' LENGTH OF PIPE STA. 14+68.46 ON EACH SIDE OF TEE RUN (WHERE f + M.H. N0. 20 ___ 243 244 TERMINUS SB-58 POSSIBLE). o ry c,, 6 N'LY OF -- PAD=33.8 ci N - _ __ - � 241 PAD=33.6 PAD=34.1 245 � STA. 12+20.24 \� o �s PAD-33.3 - __w:nr PAD=34.3 3 Z M.H. NO. 19 -�� - - -_ N �� 240 Bw L=49.01' 246 q�rF 6 N LY OF r'o -- - "'' r _51.06' -- Lzz 06'Zn S s 237 ��. 235 238 PAD=33.3 �� c,4 PAD=34.5 O� ------- -- F ti PAD=33.7 PAD= :§. - PAD=33.5 �� s N �6 247 ti�F F STA. 9+96.78 231 232 233 �234 PAD=34. PAD-33.3 o STA. 18+68.55 =STA. 96.7819 D=33. PAD�1, J - __-- -4% „w ��° PAD=34.8 S =STA. 28+73.52 --- - 3.8 PAD=34.1 �, - -- -- _ 0 5�6 16+00 G H _ _ a�+o / 6 , M.H. N0. 27 L=52.03' NAB N 6 N LY OF �. M.H. N0. 18 _ Z5' L=52.29' L=27.67' L=25.18 L=52.28' S 3 6' E'LY OF o M, ° 24.66' Z -- - - - v p,R1E g 9 Q 4, c 5�' 315 U_3�� N 30.2 N L- ,'• �'c 9.4g -'2-----' "- A 1 1.90'BRP . 0 ' �=64.410018�00 /�ev�` / n 46 PARK _ '3+00 t ��g, 253 STA. 10+05.90 \; � N36�5a'13MW N +00 B C D E j 14+0 1 i 21.23 `n ^ eRp� �'� PAD=37.4 = SETA. 26+79.08 gRPM ___ ------- - -- :: : 6' 45 12 6 12 5 - _ 1-8 HxH 45 ELL _ _ _ .� 11+00 _ .< � < � - :_. - � ___----.___________-_-, o`�' � • <.: � q INT. 18+74.55 BAY VIEW WAY _ PAD=34.1 124 36 9' PAD-33.7 =STA. 28+67.52 LAKESHORE LANE 160 S3 „ �� 68, r L=32.7 .12' L=54.36' L=54.0 ---- -- _ �6 � 42 \ 2 PAD=33.2 _ _ -- 55 0 N 128 P�-�= 3.3 PAD=34.5 � PAD-37.1 �� `� 6 6� STA.91 22.56 m 132 131 1 29 PAD=33.3 -- -- STA. 15+69.22 S'T A.VA. ?& A.R. 123+95.16 1" A.V. & A.R. 133 _ 130 PAD=33.3 6 FIRE HYDRANT PER STD. B-598 _ STA. 18+85.55 PAD=33.8 PAA�3 .-5------- PER STD. B-362 PAD=34.8 = STA. 28+56.46 /� PER STD. B-598 134 PAD=34.1 �=�� " 8 FxH R.S.G.V. E / 1-8" FLG'D TEE / PAD-34.3 8 FxH ADAPTER (N) STA. 18+31.16 251 2-8 FxH R.S.G.V. (N,E) PAD=33.2 31 PER FIRE HYDRANT BDR 62T PAD=36.9 1-8" FxH ADAPTER (W) / PARK / STA. 18+68.�55 u/ _ o� : STA. 12+88.78 / \1429.3 BOT. 8' WATER NQ \ 6" FIRE HYDRANT =STA. 14+52.86 8 P.V.C. C-900� CL 150 1427.0 TOP 8" SEWER Z � PER STD. B-362 1424.2 2 TOP 8 SEWER WATERLINE 11 W LY OF � �!� SF'IST y 1_8" FxH R.S.G.V. (S) 1425.2 BOT. 18" PIPE S ��S`7 250 CURVE DATA Under round Service Alerf Si�rFFj�ORE` �� 1 8 FxH ADAPTOR (N) =STA. 14+52.86 FF SgN'F70RF PAD=36.6 E 9 o Fes. ' 8 P.V.C. C-900� CL 150 1427.0 BOT. 8" WATER �z4- - Q DELTA RADIUS LENGTH TANGENT �o Call: TOLL FREE 7 WATERLINE 11 W LY OF Z 1426.0 TOP 18" PIPE O S ° ,A 10 09 30' 1400.00 248.22' 124.43' 1 -800 B 11046'45" 500.00' 102.79' 51.58' 227-2600 11 046'45" 489.00' 100.53' 50.44' v TWO WORKING DAYS FOR 0 DATED 09/08/03 & ONWARD ONLY BEFORE YOU DIG WATER / SEWER APPROVED BY: A Y V1 W WAYH U N SAKE R &- ASSOCIATES 24003'27" 500.00' 209.94' 106.54' EAST E N MUN CIPAL WATER DISTRICT ; . I R V I N E , I N C 0 24003'27" 511.00' 214.56' 108.88' PLANNING ENGINEERING SURVEYING OWNER / DEVELOPER: CIVIL ENGINEER OF SUBDIVISIONS DAT O Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 O 28005'11" 306.00' 150.00' 76.54' SOUTHERN CALIFORNIA INITIAL DATE SCALE: 1" = 40' © 48055'32" 300.00' 256.17' 136.48' ND MANAGEMENT, INC . PROJECT ENG. (, 31676 RAILROAD CANYON ROAD APPROVALS + 48°55'32" 289.00' 246.78' 131.48' CANYON LAKE, CA 92587 s 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 sus D LA S DER RICE 24068 DATE I.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER � S� ENGINEERING , IN TRACT 29837 IP 020074 33/41 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QROFESS10 r W.O. 1 )-027 ENCROACHMENT PERMIT AND/OR A O p,. 0 -V 0 A. Nq 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION C - GRADING PERMIT HAS BEEN ISSUED. ,\ct`��`�� ''yam F� APPROVED BY: ��,��P``�� s�iylF� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY O F RIVERSIDE V E R I D E C.O. 65376/377 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y� �Z a z rn (909) 785-51 22 * FAX (909) 785-5 1 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD.23-B-30 & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 �7/ � No. 25917 1984 ELEV.- 1 425.301 SEWER AND WATER PLAN AND PROFILE SHEET 1 2 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * T// ` * Exp. 12/31/05 - FOR 1 ML 9/8/03 REVISED PROPOSED F.S., W. LINE PROFILE & SEWER M.H. RIM * PREPARED BY: R.C.E. N0. 25917 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �1J. CIVIV �Q. K A. A ATE J'J, �. EXP. 12 31 05 BAY VIEW WAY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFOF- Cp'\_ 0'� Q glFOF ICAO\F �\ � (i1. ATE: /9 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. FOR: W.O. COUNTY ENGINEER COUNTY RECOMMEN ED DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' SO. CAL. LAND MANAGMENT, INC. FILE NO. L:\29837\SS&W\SHT12.dwg PROPOSED FINISHED PROPOSED FINISHED SURFACE AT Q N Q (n SURFACE AT NN N r CD O O ca � � V) (n (n (n = C 7=(-� }w a 0 04 M N = < (�� Q CD CD U N Q N Or)c0 - O 3 Q O a. a o (n C� (n Ln � L) r Cq Z J ~ O d Op FO M N N i� Cal -Ad = s� C = U U' 0 U CD EL CL a. = 0 w LLJr ^ - 0 Q ¢ r N = j (V = co = _ = OO OO OO O W 0 (n Cn (n (V Lo M M Q O O K) Q O M N OM N 107 L0 O� N N W 3> CLLI r CD 0 CD 00 � v j (v m ,n r j �p � O C� a O O O M M M ? Ln a Y x O z N = _ _ , " r 0 O et a. a o O CD nj Ki H- ch rri ^ O O r _ r7 O O )- t 1 N< 2 pV _< + N N W) O O `i OO O PO Z od �_ � �' PO N Z 00 O C7 M 000 0O �� J 11 CL PO C� M 00 WOE M r O O O O O O + (V 0V O = � + U O o + U C> � + r Pei MM n po (pLd0;; C� j �� W r7 CL 3 O p) m Z Cfl ~ Z O 06 M r M N Co 0000 O cV v r CV 00 v C3j O O i v + + + N w 4� C 7 N;2 - Z N O 00 = (6 O _ O _ C5 to � m cD p M M � tt� M O O � W � + + Q � + re) W Q M 0) O N N N � ,w p N U �` In O C5 = M U' �_ r sF r r O O r O J IQ- M CO CO J I'- 00 (6 ^ ±M = r� oco . U o o �n j o ,� > N o►\S aopo N r (n r r + (n � + EXISTING N � (`!F¢- (-1 ao - rn GROUND ®� Q N r� 1 4 4 0 1 440 II r � � �� c> c� j + � o o J o w + + + r r F- PO +�ro � w � � 00 o w � 0o w EXISTING � "r' p W CD +tO of w QCIIIIi + + + + + GROUND d- o _ ¢N M + in r �' � `a 45.00 L.F JOINT RESTRAINT LIMITS 2 .00 L.F. JOINT + - d _ + - �. a G) N rn o +� A, . �.. _ � RE TRAINT LIMITS ¢ �� a c, „�• c� rn (1i Q ^') co - ��oJ Pg ,5��,QS S=0.0028 (' ��1 `� �o n° N 1435 + 1429.2 �� v N �� S=-0.0020 �'� � �4 11 STR L.F. TOP GAS �ti S=0.0048 °c ` tip` o o - 1435 AT 11+57.5 ��. Q �� =-0.0080 (n JOINT RESTRAINT LIMITS �� o I �¢ , S_0.0152 3? sr32 1430.1 P • 6 T� (9. A TOP 24 GAS 1 30.9 or 1430 AT WATER - 14 3 0 1426.1 v IT �� 16 HIGH PRESSURE GAS LINE �Q BOT. 30 GAS ° �. 24" HIGH PRESSURE GAS LINE 1428.7 TOP AT 11+25 '` 24 HIGH PRESSURE GAS LINE 30 HIGH PRESSURE GAS LINE 8" SEWER - 16" HIGH PRESSURE GAS LINE = 00 40 1428.7 142 . BOT. 24= GAS BO 0" GAS _ _ C.G. 8" P.V.C. C-900 1425 AT SEWER AT R _ 04 CL 150 WATERLINE - 1425 _ 0040 .0040 = . - > S=0.0040 000 > j C.G. 8" P.V.C. C-900 �' z z N ? ►� Z z_ Z CL 150 WATERLINE �, �, t C4 1420 � � N � � r 124.50 L.F. OF 8" SEWER 88.19 L.F. OF 8" SEWER r 343.73 L.F. OF 8" SEWER 293.30 L.F. OF 8" SEWER 207.08 L.F. OF 8" SEWER 1420 29.78 L.F. OF 8" SEWER PROFILE SCALE S HORIZ. 1 "=40' VERT. 1 "=4' 10+ 00 1 1 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16 + 00 17+ 00 18+ 00 19 + 00 20+ 00 21 + 00 SSA. 22+23.66 Q / NOTE: TYPICAL FOR ALL TEES OUTSIDE CURVE DATA =STA. 9+94.00 R/W � R W s'M.H.iv of 33 __- ___ _ c 0T DANGER 48' OF MAIN-LINE JOINT RESTRAINT S Q��'Q INT. 10+00.00 WHISPERWOOD WAY 40' LIMITS-IN ADDITION TO RESTRAINING DELTA RADIO LENGTH TANGENT /L/w =STA. 22+17.66 COTTONWOOD COVE DRIVE CONTRACTOR IS TO TAKE 4' 20' 20' 4' JOINTS ON BRANCH SIDE OF TEE, S PRECAUTIONARY MEASURES AS RESTRAIN BOTH RUN-SIDE JOINTS AND ® ' 7' 4.5'+ 8.5'+ 9.7 + 5.3'+ 5.0'+ �,� INSTALL A FULL 20 LENGTH OF PIPE ° , STA. 10+11.00 -287 tic�'Q/�Q� REQUIRED TO PROTECT THE _ - - - 37 3919 300.00 197.16 102.29 =STA. 22+04.66 �` (3) EXISTING GAS MAINS A.C. PAVEMENTI ON EACH SIDE OF TEE RUN (WHERE111100411111111111,11 1-8" FLG'D TEE " IN PLACE. CONTACT SO. POSSIBLE). . Q 37039'19" 313.00' 205.71' 106.72' 8 SEWER GAS COMPANY AT 800 858-5601 INT. 18+79.31 WHISPERWOOD WAY 2-8" FxH R.S.G.V. (E,S) ( ) N ` VARI Y OF =STA. 17+66.79 SALMON STREET DO 25045'30" 300.00' 134.87' 68.59' 1-8" FxH ADAPTOR (W) -- ._ /, „ A. 11+19.54 WATER 30" GAS 24" GAS „ z ® EO 25°45'30" 287.00' 129.03' 65.62' / 143 .2 BOT. 8 WATER ® 16" GAS 1431.3 BOT. 24 GAS 1429.8 BOT. 30 GAS 288 1424.2 TOP OF`8"`-SEWER M.H. NO. 38 SEWER 1427.5 TOP OF 8" SEWER 8 8 6' E'LY OF STA. 12+36.4 1428.6 TOP 4" SEWER o _ 2 01 0�' M.H. NO. 39 1429.7 BOT. 30" GAS GAS LINES LOCATION P.AD=38.0 „�� w 8" SEWER STA. 15+80.00 1427.4 TOP OF 8" SEWER SALMON + Z(� 8 SEWER 8 SEWECD o - X 1428.9 BOT. 30" GAS ,� (LOOKING NORTH) STREET �0000 1429.8 BOT. 30" GAS 6) ON M.H. NO. 40 NOT TO SCALE ON STA. 18+73.31 SEE SHEET 9 Q w Ln " VARIES E LY OF �>- I 1428.2 TOP 4 SEWER �. 1424.E TOP OF 8 SEWER =STA. 17+66.79 J m 6 ` 1428.5 BOT. 24" GAS � ON c�w 24" G / ,3� >> _ ---- 428.3 TOP 0 SEWER M.H. N0. 41 � '- AS 1424.E TOP OF 8" SEWER `��. N ON Z F 4" --- _ - - �- t.. STA. 12+14.36 w ° 2 02 ''�.M.H. NO. 45 o 2 6 3 m 2 6 2 EXTEND TS 0.020ERNV.51428T PAST P. E. PPD�38.4 ..0 3 d, 2 0 5 ATER 211 212 PAD=41 .0 PAD=40.6 PAD=39.8 61 SERVICE SPERP B W344A 204 206 207 208 209 210 Z ___ __.____ - - PAD=41 .2 PAD=41 .2 W/BACKFLOW PER B-597 29- V �x PAD=38. AD=39.6 F - - „ „ ao „ ` '&,, \ �_ PAD ,PAD=39.4 PAD=39.7 PAD=40.0 PAD=40.3 PAD=40.6 - - -PAD=40.9 ____ -c T� 24 cAs TUNE 30 �9 ��, ( UTURE 1 1/2 METER)2 _� _. t. 1 PROTECT IN PLACE --PROTECT tN-PLACE w_ _ �0 _..__ _.. ___ .___ _ 9 21+60. ' ''� 44.64' 55.0 '.. 55.00' 55.00' 55.00' 55.00' �n -Irl. �' %� 43 1.4 BOT. 8" WAT R --' ��- - -- ti- �� L�Q- --�-- -- --- - --- - - -- ------ - - - ---- -- -- 55 00' ---- - -------- -- --- -- 80.70'� _ �1 -- '-- -� Q --- = - ---- ------ - --- - - - ---- --- - - -=sa�._..._ -- - �- -- ---- -- - - - � _ -- ' --- ---- - _ - 6 4 -- ------ - --- -- 1428.7--P-� SEWER ----------- 55 00' � B 2 6 - _ PRIV-7 -- -----___-- +� BR P M ___..._ .___ _____....-_ -LATER _ , - --------- ___ ____ _ . __ . � __�._ _. ___ _ - -- _---____ ___.....- -__ -_ ___ ._- - .-- - __ _ - .- __ ._ o .....-... _ _ ____-- _ _....__ �-_ QQ 4 �� 13+00 6„ r cam, „ _ __.._�_._ WAY NN -- -- - - A.232+58.87NLAKES OR°EDLANE 14+00 u7 _15+00 18+00 1 F - F 20+00 \ BRPM� N N36°58'13" 16+00 BRPM ------------------ -� �, 19+00 _t7 1426.0 BOT. 30 .GAS 10+44.00 r42 8 T01r " SE ---- -- -- ---- -- ---�;� - - ---- ------- - -- ------- ------------ ------ -- --------------- - -- - - ---------------- STA, --------------- ----- - ------------------------- - _- --------------- - - - ---- --------- - -- --- -- -��Q --- ---- - - - --------- ---- ----------- I�� ., s.. 6 RE HYDRANT P A R K-- L=52.00' - _ - - - - - � �- - - - _ ..PER STD. B-36 C L=zQ.09' 33.67' 55.00' ��fl4' 55.00' 55.00' 55.00 w 55.00' 55.00' 55.00' 55.00' SE}}p' - _.__ 5 Op - 55.00 18.76' L=50.63' 1 0 _-_ - o_ m a - 1 r� w STA. 21+64.62 1427.9 BOT. 16" ,GAS 2,3 0 _ EXISTING 16' 1433.9 BOT 8" WATER 'n _ 1-9 60 6� =STA. 32+45.8 ° -- 'n GAS LINE 4' 1425.2 TOP OF 4 SEWER - 1427.8 TOP OF 8 SEWER eRP �, - INSTALL 8 HxH 90 ELL PAD=-38.3� 229 - ....�__ 227 �.._ _ 226 225 ..___- .____. . . . . _ PROTECT IN PLACE 215 E � "' EXTEND LATERAL 35 FEET _ 216 ........... 2 2 3 2 2 2 2 21 22f3 219 218217 PAST R/W AT S=0.020, PAD=38.6 -8 PAU=3� 4 PAD=39.7 224 PAD=40.6 PAD=40.3 260 I PAD=39.1 PAD=40.5 PAD=40.8 PAD=41 .1 ,`PAD=41 .1 PAD=41 .1 PAD=40.9 PAD=40.0 INV.=1425.0 _ 1432.5 BOT. 8" WATER - - STA, 13+59.64 PAD=40.2 """PAD=39.0 PAD=38:8 PAD=39.9 - STA. 16+34.64 / PAD=39.5 �, 143 T. 8" WATER T439 9 TOP 16" GAS 6 FIR 1y1Y9 NT 6 FIRE HYDRANT STA 17+44.64 -,. __ 8 P.V.C. C-9,00 CL 150 PER STD. B-362 1430.1 TOP 24" GAS 8 P.V.C. C-900 CL 150 PER STD. B-362 1 A.V. & A R WATERLINE 13 W LY OF ___ STA. 21+03.27 '� WATERLINE IS W'LY OF q 1432.2 BOT. 8" WATER 1-8 R.S.G.V. E STD. B-598 _ R, _ ° - 6" FIRE HYDRANT �X� 2 62� 259 FOR ZL DATED 09/08/03 & ONWARD ONLY PER STD. B-362 ---�, _ Q >>, PAD=38.8 1429.2 TOP 30" GAS / /C_ WATER / SEWER APPROVED BY: H U N SAKE R & ASSOCIATES EASTERN MUNICIPAL WATER DISTRICTWHISP RWOOD WAY � , I R V I N E I N C Underground Service Alert <,q PLANNING ENGINEERING SURVEYING ORE OWNER / DEVELOPER: � '� x�yoy Three Hughes • Irvine, CA 92618 ■ PH:(949)583-1010 • FX:(949)583-0759 F o Call: TOLL FREE s� �S �,s 2`5 8 SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DATE � + NOTE. DUE TO CONFL/Cr AlIrw rylPEE � � 1 -$00 C� S /I/FO,Q INITIAL DATE ` q PAS-38.6 (' INC . SCALE. 1 = 40 111G11 P�'ESS[/RE G,IS MA1AIS Tf1E 227-2600 FFT F SAND MANAGEMENT , C PROJECT ENG. l�/ATE,0MA/N QT• ,S.4LMO/VST ,Q/VQ / ¢ 7 a� N�� 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION s ,W1/1SPE. 'k/00� !�/AI/ Li S /!/OT' TWO WORKING DAYS CANYON LAKE, CA 92587 WTR. OPERATIONS 0 20' 40, 80' 120' 160' U S SN DER RICE 24068 DATE BEFORE YOU DIG (909) 246-1100 FAX: (909) 246-1104 SWR. OPERATIONS r/ED roacryE'Q• I.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 29837 0 P 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING , INC . SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT Q?tOFESS/o I� I� \ / I� I� W.0. 10-027 ENCROACHMENT PERMIT AND/OR A �� A. o ql �(p o A, sN�l 1 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF IFS I b E IFS S 0 D E C O �53?G/77 GRADING PERMIT HAS BEEN ISSUED. (�� 4.� Tti� t".L APP OVED BY: ��P� ci9 F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 SCHEDULE "A" sQ �2yy (909) 785-51 22 * FAX (909) 785-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c� r m ' z SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 "i ' ' m SHEET 1 3 O F 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL TNH 4/1/04 REVISED 2" WATER SERVICE ®LOT 316 * Exp. 6/30/O6 Z 710 Exp. 12/31/05 � 1 984 ELEV.= 1 425.301 FOR REVISED 8" SEWER ALIGNMENT, ADDED M.H. NO 45, EXTENDED END OF MAIN * p * PREPARED BY: R.C.E. N0. 25917 WHISPERWOOD WAY D Z5SL7 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ,r KH D A. AN D TE `P CIVIC �RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9l CIVI\- �`P -0 ql �� (EXP. 1� 31 05 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY el CAS\E�� Z7 FOF CA�v DATE: ¢" Z�� 1"=40' V: 1"=4' SO. CAL. LAND MANAGMENT, INC. FILE NO. RECOMMENDED DATE RICHARD A. SCIANNI H JN571/571 SW13.DWG/4-08-03/S:40 n PROPOSED FINISHED PROPOSED FINISHED SURFACE AT SURFACE AT N C ca CD cn Q¢ a d- O N Cn a ¢ a a cn O= Q Z a aa cn _ Q a• M O r7 _ Q d4 Q Q Q (MOON 3J N - N C9 N C3 C? C9 O C9 C9 O O aO O c W rn a C � `� � ca N a• a O Q a O eh O 'd O Z -f-GIG3 O J �dQ O Q M N ¢ m O � m m O NM. a d = Nffi"i W� _ 3 W C� C M _ M O O; ( a O M CL`�C x _ _ CCU O : a R O 00 O rh3 CO re) Z M : � cn �- J UQ ± N _ 04 M - " Z �p O C� � M ^ p U M �? N OOO 0 J Q© M O M O N eh N = DO M Z © O Q La. a a_ N En M U M M O" U M CV - 0 M a O,C) : ^ + + 1-- 2 N U O � + O d' ♦ ►MM rN M M rM m ^ O 0i N M Lj O Q Q ? _ 00 dM• N .� � (00 � a `� �- N 0Op `i C3� OQ � _ � `i`i LLJ � + ♦ + 4� CD Cn Z N C O G) 2 r� + r v r, 1 N O ¢ tf) °D � vim'' p0 r N p N to + E j OO _ © p O W + + + M W M O cOF F- O �! M H d- I+ J 00 +M Z�f? O CD = M C� eF 0 O W : c�0 c�0 to raj W O o .- c r, rn a ^ 0+0 `° EXISTING rn J N C 1 " $�ca + v o O o rn w + + co o+o rn GROUND O� W ¢~ rN7 - 14 i 440 g � �`cci j � o a o � � � cr + � �� d � � W EXISTING co O w N:0 rn ¢ rN ± + + �± GROUND O N o o M ,n J N ^ O 45.00 L F ct� H N CC JOINT RESTRAINT LIMITS O J 4e N M + N et d. LJ d m 24.00 L.F. JOIN T -- _ . -- + + � _ - °L 5 tee_- . . _ + Rl,�TRAINT LIMITS: Q �"� `D p G 0i 5 Q ,5'`pQ5 S=0.0028 ��1p � GQ� ± - ,1435 _ _ - 1435 1429.2 tit ,� �, 0020 �� Q 110,00 L.F. T 3G GAS ,�,�'� P5 S=0.0048 `pQ 4Q S=-0.0080 in JOINT RESTRAINT LIMITS' AT 11+57.5 ti S,0.0152tK 43299 1430.1 r AT NtATERAS 1430.9 � �51�^� •�� pQ �qs �� _ - 1430 1430 AT WA 16 HIGH PRESSURE GAS LINE lF� 1426.1 BOT. GAS r 24" HIGH PRESSURE GAS LINE 1428.7 TOP AT 11+25 '�`Q'� I I 24" HIGH PRESSURE GAS LINE 30" HIGH PRESSURE GAS LINE g" SEWER i l 16" HIGH PRESSURE GAS LINE 14 .7 1427. " S S=0.0040 C.G. 8" P.V.C. C-900 BQT. 24" GAS BOT. 30 GA AT SEWER AT SEWER _ CL 150 WATERLINE _ _ -1425 =0.0040 Go . . ' 'z_ C.G. 8" P.V.C. C-900 _ 6 z (6 z ,� z z � c� CL 150 WATERLINE N� c c� � - 124.50 L.F. OF 8 SEWER 150.00 L.F. -OF 8- SEWER 309.03 L.F. OF 8" _SEWER 293.30 L.F. OF 8 SEWER 170.40 L.F. OF 8 SEWER PROFILE SCALES HORIZ 1 »=40' - VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 STA. 22+23.66 NOTE: TYPICAL FOR ALL TEES OUTSIDE =STA. 9+94.00 � R/W RAW OF MAIN-LINE JOINT RESTRAINT CURVE DATA M.H. NO. 33 C 0� 48 LIMITS-IN ADDITION TO RESTRAINING 6' N'LY OF S 0��0 INT. 10+00.00 WHISPERWOOD WAY , 40DANGER ' , JOINTS ON BRANCH SIDE OF TEE, O DELTA RADIUS LENGTH TANGENT =STA. 22+17.66 COTTONWOOD COVE DRIVE CONTRACTOR IS TO TAKE 4' 20' 20' 4' ' RESTRAIN BOTH RUN-SIDE JOINTS AND 287 O PRECAUTIONARY MEASURES AS 7' 4.5'f 8.5't 9.7'f 5.3't 5.0't INSTALL A FULL 20' LENGTH OF PIPE OA 22'38'53" 300.00, 150.00' 76.60' STA. 10+11.00 �/ 0 REQUIRED TO PROTECT THE , ON EACH SIDE OF TEE RUN (WHERE L EXISTING GAS MAINS 37*39'19" 300.00' 197.16' 102.29' =STA. 22+04.66 F A.C. PAVEMEN I POSSIBLE). � J3) N PLACE. CONTACT SO. 1-8 FLG D TEE 8" SEWER GAS COMPANY AT (800) 858-5601 INT. 18+79.31 WHISPERWOOD WAY * NOTE: DUE TO CONFLICT WITH THREE © 37 39 19 313.00 205.71 106.72 2-8" FxH R.S.G.V. (E,S) =STA. 17+66.79 SALMON STREET HIGH PRESSURE GAS MAINS THE 1429.7 BOT. 30" GAS O 25'45'30" 300.00' 134.87' 68.59' VARIES E'LY OF � 30" GAS » 1-8" FxH ADAPTOR (W) 24 cAs WATERMAIN ® SALMON ST. AND » 8" SEWER WATER 16" GAS 1431.3 BOT. 24" GAS 1428.1 TOP 4 SEWER O 25'45'30" 287.00' 129.03' 65.62' / 1431:2� . 8 WATER » WHISPERWOOD WAY WAS NOT TIED 288 / _ 1424.2 TOP OF 8'-SEWER STA. 11+19.54 VARIES E LY OF SEWER 1427.5 TOP OF 8 SEWER TOGETHER. STA. 20+42.91 C7C7 / 201 �, M.H. NO. 38 1429.7 BOT. 30" GAS TERMINUS M.H. NO. 42 6' E'LY OF GAS LINES LOCATION " 1427.4 TOP OF 8" SEWER SALMON 6' E'LY OF � PAD=38.0 STA. 12+70.97 8 SEWER STA. 15+so.00 8 SEWER 8" SEWER SB-58 1429.7 BOT.^�• w (LOOKING NORTH) STREET M.H. NO. 39 M.H. N0. 40 STA. 18+73.31 ARIES E'LY OF 1428.4 TOP 4"OSEWER _ o x 1427.1 BOT. 30 GAS ^ ON NOT TO SCALE ON 289 '` -. 1425.1 TOP�OF 8" SEWER o ON ON =STA. 17+66.79 SEE SHEET 9 � M.H. N0. 41 1430.9 BOT. 24" GAS 6 �p>> 1428.7 BOT. 24" GAS N 4» S 8� 8• ,� " 262 1,425.0 TOP OF 8 SEWER „^� ON 1428.8 TOP OF EWER W _ - PAD=39.8 LATERAL AT S=0.020 �a 263 EXTEND LATERAL 22 FEET PAST R/W o m m AT S=0.020, INV.=1428.47 `90 � 0 �A 3Dy AD=38.4 `2�3 _ 211 212 PAD=40.6 o STA. 21+60.25 20 205 206 207 _208 209 210 PAD=41 .o Z co � 261 » � � >> . _ . _ PAD=41 .2 PAD=41 .2 ,.,i 1432.4 BOT. 8 WATER �. >>x PAD=36. _ I TING 24" EXISTING 30" 00 + AlPAD=39.6 1428.7 TOP 8 SEWER C / `°8,. A PAD=39.1 PAD=39.4 PAD=39.7 PAD=40.0 PAD=40.3 PAD=40.6 SAD=40.9 -- _ GAS UNE �9 INT. 21+53.62 WHISPERWOOD WAY \ - CL PROTECT IN PLACE PROTEST W PLACE > . `�% �. _ p, _ - 2 � -STA. 32+58.87 LAKESHORE LANE 44.64 m 55.06.. 55.00 55.00--- - - ---55.00---- --- 55.00-- - - ---55.00----- -- 55_00 ---- - ---55.00----- ---------80.70--- --- - w fs9:f39- 37.__ - _. -------------------------- SO �' --- = = ---- ---------- ��t� - --- -- - --- - --- -- -- - - -- - ----- - - ---- -- --- - - - - - --- - ---- --- ---- - - _ �6. -_ - --------- ------ ----- ��/V 6'8 2" LANDSCAPE WATER - D IV �� 2 31 6 VICE PFR R-_344,4 S O 0 TE W/BACKFLOW PER B-597 �'F'Q/��p 2 - - 13+00 6 14+00 - - o -1-�7 ) » 1 +00 N 18+00 20+0 FUTQFtE ER) 315 BRPM �� N N36'58'13"W 16+00 BRP - t7+ 19+0o ---------------- 1426.1 BOT. 30., AS �, _ OF LATERAL S- --t425-4T-4"-SWEf�---- -- - - ---- -- -----�,�� -- ---- ------ - ------ ----------- -- --------------- - -- - - ------ - -- ------------ ----- - ------------------------- - -- --------------- - - - ---- --------- -- -A - - -�� ------- - - --- - ---- ----------- STA. 10+44.00 L=52.00' - _ .. _ . .. : _ 6 FIRE HYDRANT PAR _ PER STD. B-362 C L=20.09 33.67 55.00 55:00- - 55.00 = 55.00 55.00 -rL 55:00 55.00 55.00 55.00 55 9E) --- - - 55:E38 55.00 18.76 L=50.63' Li hj r `.. 1 ►1 ZD 1427.9 BOT. 16" »GAS 2 0 _ q, GAS UNE EXISTING 16' 1433.9 BOT 8" WATER 'n D �'60 64 ¢ STA. 21+64.62 1425.7 TOP OF 4 SEWERCL 229 226 225 1427.8 TOP OF 8 SEWER eRP =STA. 32+45.87 / -- PROTECT IN PLACE E �,, M - » EXTEND LATERAL 32 FEET PAD=38:3_ `__, 227 _� _ _ __ - _ _- 217 16 215 214 223 222 221 21 9 21 8 INSTALL 8 HxH 90' ELL PAST R/W AT S=0.020, PAD=38.6 228 PAD=39.1 PAD=39.4 PAD=39.7 224 PA =40.6 PAD=40.3 PAD-40 9 PAD-40.0 260 INV.=1425.48 1432.5 BOT. 8" WATER STA. 13+59.64 _ PAD=40.2 PAD=40.5 PAD=40.8 PAD=41 .1 PAD=41 .1 PAD=41 .1 - - 213 PAD=38.8 PAD=39.9 STA. 16+34.64 / " PAD=39.5 1432.2 BOT. 8" WATER " T430.9 TOP 16" GAS PER IRE HSTD. B-R 62T - STA 17+44.64 WATERLINE 13'OW'LY F ,� ��, ;PAD=39.0 6 FIRE HYDRANT 1430.1 TOP 24" GAS 8 P.V.C. C-900 CL 150 I I I PER STD. B 362 1 A.V. & A.R. ��' i� WATERLINE 13' W'LY OF 1-8" R.S.G.V. (N) PER STD. B-598 6STA.FIRE 1H HYDRANT X�ti �`� 1432.2 BOT. 8 WATER PER STD. B-362 _ _ �8, 259 1429.2 TOP 30" GAS PAD=38.8 WATER / SEWER APPROVED BY: EASTERN MUN CIPAL WATER DISTRICT Underground Service Alert OWNER / DEVELOPER: V44 eEF°oE Y°G s 258 CIVIL ENGINEER OF SUBDIVISIONS DA `� DWAY �P�� a� Call: TOLL FREE S FS ��`� y SOUTHERN CALIFORNIA 1 -800 F Sq,�,Fo Q PAD-38.6 227-2600 yFFj. F INITIAL DATE SCALE. 1 - 40 S LAND MANAGEMENT, INC . PROJECT ENG. R,1 SeN/1N 46 Z3 03 Two WORKING DAYS 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION (D I ED I CANYON LAKE, CA 92587 WTR. OPERATIONS �' 0 20' 40' 80' 120' 160' BEFORE You DIG (909) 246-1 100 * FAX: (909) 246-1 104 SWR. OPERATIONS 4-Z 7 -0 7 1.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS PR N TRANSPORTATION DEPARTMENT eR o SHALL NOT COMMENCE UNTIL AN OFESS/p pFESS/ W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O A. p q� S�9� 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F R I V E R S I D E GRADING PERMIT HAS BEEN ISSUED. F,� Ty F PQ` �i F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 C.O. 2yZ APP D BY. 92) (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o Y m o m SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 m ' / /, No. 25317 r'' SHEET 13 OF 18 /r 1984 ELEV.= 1425.301 FOR Exp. 6/30/06 Exp. 12/31/05 PREPARED BY: R.C.E. NO. 25917 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * * � OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE BE 01 D .sNEET �Pv�-Ca a• N fN / 9 ny s K D AC10- . AN DATE s CIVIC �Q EXP. 12 31 05 WHISPERWOOD WAY D-a RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DA E REVISIONS A` R• DATE '9lF pF Cp`\��P ��V �TFOF CAL�F�� DATE: �_�¢_03 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY MMEN D DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' SO. CAL. LAND MANAGMENT, INC. FILE N0. q,3jjL X JN571/571 SW1 3.DWG/5-31 -03/S:40 N � Q ¢ � Q _. o Ckf � o ao-1 1440 — Zujo of o 0_a — 1440 PROPOSED GRADE Z . N w � Z U_NNU- N OVER PIPE m � 000 �� O a aW o ± �w:m + m0 � c_ 1435 + Uj — 1435 M cr- 1430 — I I — 1430 EXISTING GROUND OVER PIPE AL-- -- - - - _ 1425 — --� � 1425 ---- p A q,23•pNpNE !y �p�, 1422 7 BOT. { I 3" GAS I I 1420 — 1420 L"141�8�1BOT. 36 WATER 1415 — — 1415 - M > � > c-� _1. 410 „ — 1410 7.00 L.F. 242.25 L.F. OF 8 SEWER ® S=0.0044 PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 61 +00 62+00 63+00 64+00 q INT. STA. 10+00.00 LAKESHORE LANE 1418.1 BOT. 36" WATER ��, =STA. 10+00.00 WARMSANDS DRIVE 1413.3 TOP 8" SEWER QF� 1423.2 BOT. TELEPHONE �P / 1413.3 TOP 8" SEWER c4� 24 1422.7 BOT. 3" GAS 1413.2 TOP 8" SEWER o0� j o .9 op 3 61 STA. 10+04.95 LAKESHORE LANE 22 =STA. 10+04.95 WARMSANDS DRIVE=STA. 63+52.10 OFF-SITE SEWER y F = ---------------- -------- -------- L� M.H. N0. 1 6' N'LY OF F INT. 87+00.56 OLD NEWPORT ROAD &jo \ LOT 320 - 61 =10+00.00 LINDENBERGER ROAD t N41°3604E 63+ 0 / OPEN SPACE N =30.30' STA.63+30.61 a L t 87+11.77 NEWPORT ROAD 1430.1 BOT. 8 WATER 9 1414 8" S ______ .7 TOP EWER PROPOSED MANHOLE --- _ = ------ -r ----- PER OFFSITE SEWER PLANS _ 55 50' SEWER �� \ \so- FOR TRACT 29837 F O d' �63 J` EASEMENT \ G �q� t�1 ABANDONED WELL \ V PROPOSED 8" OFFSITE SEWER 0 1 TO BE REMOVED ti PER TRACT 29837 �� 11 PER HEALTH DEPT. 21 �``s \ Y 6 REQUIREMENTS 0 Ste. \ q� J �5 87+13.57 NEWPORT ROAD PROPOSED MANHOLE c \\ O PER OFFSITE SEWER PLANS s FOR TRACT 29837 Fsl ti� ',,aq s � 20 87+17.07 ON SEWER ��\ \�\ ��yl <�Ea '90�� `' \ � REMOVE TEMP. PLUG 'iyq\ pk AND JOIN PROPOSED 8 SEWER X�4pe\ \ �,, �� 'ss 19 PER OFFSITE SEWER PLANS FOR TRACT 29837 \ ` �9XO s X�'s� SEE SHEET 15 WATER / SEWER APPROVED BY: 2" LANDSCAPE WATER FOR 0 DATED 09/08/03 & ONWARD ONLYH U N SAKE R & ASSOCIATE S EAST RN M NICIPAL WATER DISTRICT Under round Service Alert SERVICE PER PER B- 9 WfBACKFLOW PER B-597 � � I R v I N E I N c OWNER / DEVELOPER: t I I 6 FORE o Call: TOLL FREE (FUTURE 1 1/2" METER) PLANNING ENGINEERING SURVEYING CIVIL ENGINEER OF SUBDIVISIONS ATE vr� o Gpc Three Hughes Irvine, CA 92618 • PH- 949)583-1010 • FX:(949)583-0759 SOUTHERN CALIFORNIA INITIAL DATE —800 A LAND MANAGEMENT, INC• PROJECT ENG. ,y/T,y , 227-2600 SCALE: = 40 31676 RAILROAD CANYON ROAD APPROVALS IN9PE&HEIN TWO WORKING DAYS ' CANYON LAKE, CA 92587 BEFORE YOU DIG (909) 246-1 100 * FAX: (909) 246-1 104 �e.ZaA,uet,�s 0 20' 40' 80' 120' 160' OUG S SNY R RCE 24068 DATE I.D. 13 & U-1 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CS ENGINEF'RING , ■ BENCHMARK: TRACT 29837 11 P 020074 S.A. _ 33/41 SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p INCA1� W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O A• or 9� �p a q SNq� 1 1 651 STERLING AVENUE, SUITE E RIV, CO, B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. k,� <" P� 0i c�` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" C.O. 65376/377 ��, � � � APPROVED BY: �, � 9 � � „ (909) 785-51 22 * FAX (909) 785-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A COORD. 23-8-30 & 3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' Y 2 m 3 ? SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 ��710 No. 25917 ELEV.= 1 425.1 52 SHEET 14 OF 1S IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL Exp. 6/30/06 Exp. 12/31/05 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ML 9 8 03 REVISED PROPOSED F.S. & SEWER M.H. RIM ,P� 'F A. AN DATE s * PREPARED BY: R.C.E. N0. 25917 STA. 6 +03.22 TO STA. 63+52. O 2✓V� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9T� CIVIC O��P 1-2& ql CIVIC ��P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY �F CAS\F �OF CAL�F�� L%(�l L ( DATE: 1�19'04 H: 1»=40' V: 1"=4� FOR: W.O. COUNTY �--� ECOMMENDED DATE RICHARD A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE NO. L:\2983/\Sc'&W\SHT14.dwq 1 440 _ 440 FACE CL MOPOSED SURFACE AT _ - _ �. • .. .. .. �. _ _... ._.,.,.m....,........_, :...�_.-. ...,_,... -... .._....,.;.,.. ._ _�.�,.., .,. ,,..-. ,..»..... <. ..:_, a ... ..,....:, Y . 143€� - EX1STt G �S tEa 1430 C _IL SURFACE A I I _.�. _- ____ _ - . - �.. r - Co re) i EX1S'nNG TIN E g _ u`ory o _ _ SURFACE AT G.C. #XtST. 38 - n ao C.G. EXIST. 36" cn _ + CML c C WATERLINE r CML dt G WATERLINE I '142 } .� 1420 a S=O. 14 Y : - ��. - 1} =. .�,.:,.....,...,..:.b„_:. ,.... ».-.F.,..., ,..,,,,.<w,._......................".. .,.F,.....,...-.. ».,R,,.:..,. ,...».,,r,.,.-..._ .,.�,.,,:_-,._..,.�e_.F,...,..,=,-,F,,....,_ ....._.«..:.�.,,..,.-�>...,�.._��.._,.r...;n.,a.e.....»,<, _— _ _ _.-.e..,.�..��..,«,�.,.,�> s - .. .._�,_..._._ ..._.. -._ ._..._n.,.,. ,. ._-_....., - _ .<..- ,.,., ._ ......_... ..,.. ...,. _..,. , .,. ,,. .,. ...... .. ...... ... ..._.. ,. ....., .. :„.... ...,. _ _.._.. .. _._..... ...... .. < _..... ...-.. _._., ,._ .._..- -. -....-... _.. ,_.- ,...._. ........-... ....,_..... .._.. _.,._...,.- _ ..._..,..._...»....._. ...�...-....- ._.»....:_...,,..,..,—. -_�: ._..,<._,�,......_. .e- ,.,.. _. � ..-..._.,_, �... ._, -.. ..,_ ... .._ .. 4 - : i a}) -_. .w.��. ""•�`�'"' ..ram+ .. PROFILE SCALES HORIZ. 1 =40 _ VERT. 1 —4 - 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 _ STA. 90+30.00 6" F.H. PER STD. B-362 HOT TAP EXISTING 36 CML & C PIPE WITH 36"x6" SADDLED TAPED CONNECTION WITH I 6" FxF R.S.G.V. BY EMWD AT DEVELOPERS LI N D E N B E R G E R 1 EXPENSE. CONTRACTOR SHALL VERIFY LOCATION / AND ELEVATION OF EXISTING WATER LINE ROAD 2 / PRIOR TO ANY INSTALLATION. € Ia EXIST 27" CML&C WATER LINE 33' W'LY OF RECORD � PER ` D-1325 CONSTRUCTION � 21 _ 320 20 19 18 17 16 15 14 13 RECORD �T ,,; I � t INT. 86+84.56 OLD NEWPORT ROAD # -i = CONSTRUCTION � - — t — I I ,, I - _ 4 -, 11 10+00.00 UNDENBERGER ROAD EXIST 36" CML & C WATER LINE R LOT 319 31.5' N'LY OF i PER D-15153 X. TELE LOT 319 �EX. TELE L ------�---------- ---T-----------_.— — �_ -- -- ------------ ———————————— -- — — ----------- ----r---- 6"GAS — - - - - - — -- - --fir- -------- ----�`r- -,=�- C & G -. �. _._._ �._ _ -_ ®-- 85+00 86+00 3 GAS 87+0 88+00 89+00 -' 90 00 91+00 3 GA g2+00 N - _ & C WATER LINE i _ _ _,�-- _ - ----- - - ----- _-- _ - .. - _----- EXIST 21 CML - --u- --- - -=-�_--_- _ - - _ =.-_-=- -- - - . _... L` ._ _ _ . 35' S'LY OF PER D- !! 1337 ----- - - =*-_ -- _ - XIt - - - - 35' S'LY OF PER D-1337 - W- -W- — - W_ — — — .� - _ — - - - — _* — - - -W- STA. 87+11.77 EXISTING R/W M.H. NO. 7 6' N'LY OF Ck STA. 86+55.74 PER OFFSITE I SEWER PLANS EXIST. F.H. PER D-1337 ,�'� S INT. 87+00.56 OLD NEWPORT ROAD =RECORD E LINDENEBERGER ROAD PROP. 8" OFFSITE SEWER STA. 87+13.57 PER TRACT 29837 M.H. NO. 7 PER OFFSITE SEWER PLANS WATER / SEWER APPROVED BY: EASTERN MUNI IPAL WATER DISTRICT Underground Service Alert G 2 03 FORE y OWNER / DEVELOPER: • . 0E o OGp Call: TOLL FREE SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DAT �P� �, p INITIAL DATE 1 —800 » , ND MANAGEMENT, INC. PROJECT ENG. t D3 227-2600 SCALE: 1 = 40 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION TWO WORKING DAYS CANYON LAKE, CA 92587 VTR. OPERATIONS BEFORE YOU DIG (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS 0 20' 40' 80' 120' 160' I<D. 13 & U-1 WORK CONTAINED WITHIN THESE PLANS SEAL-COU FTS COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 SHALL NOT COMMENCE UNTIL AN PRE S/�N9 TRANSPORTATION DEPARTMENT QROFESS/pN9 11651 STERLING AVENUE, " W.O. 10-027 ENCROACHMENT PERMIT AND/OR A �O A. o p A. SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. „�� T'S' 0- AP OVED BY: �� Pam° S��y Fy RIVERSIDE CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 C.O. z� y � by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" COORD. 23-B-30 & 31 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y 71 m SEWER AND WATER PLAN AND PROFILE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 -0 9 /�� Q 3 w No. 25917 1984 ELEV.= 1425.301 FOR SHEET 15 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * ( * Exp. 12/31/05 OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE s K D MAN DATE s PREPARED BY: R.C.E. NO. 25917 OLD NEWPORT ROAD D17 - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APPR. DATE 9�F CIV1\_ o��Q p� q�I CIVIC ��Q EXP. 12 31 05 SCALE: a 6 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA1-\F OF CA1-�F� S DATE: 6-1¢-D3 "- FOR: W.O. COUNTY - - Oh ENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 -4 $O. CAL. LAND MANAGEMENT, INC. FILE NO JN571/571 SW15.DWG/6-09+-03/` S:40 > ._. ..... �....... ...,:._.. __, ........ ......... ...-._. ....... ...._.__.> �__.. _ r....< .a-.-:.e>�_, ._., -...._,.tea ., ..-;.> ..-....._,. ...,.._. .. ... _... ,.._.,.. .-..,..__.� .._. .... _.....a. _._.. ..._. --... _ PROPOSED FINISH 1440 - SURFACE AT 1440 PROPOSED SURFACE AT _ e a.J 1435_. EXISTING FINISHED SURFACE AT EXISM FINISHED1430 �; SURFACES ATo9 —�- - ---�— —.—,-- o O _ PROFILE SCALES _ HORIZ. 1 "=40' VERT. 1 "=4' - 105+00 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 113+00 114+00 10+00 11 +00 12+00 106+33.56 OLD NEWPORT ROAD 6" H. PER STD. B-362 F. / HOT TAP EXISTING 36" CML & C PIPE WITH 36"x6" SADDLED TAPPED CONNECTION WITH I 6" FxF R.S.G.V. BY EMWD AT DEVELOPERS `\ EXPENSE. CONTRACTOR SHALL VERIFY LOCATION B R I G G S ROAD AND ELEVATION OF EXISTING WATER LINE PRIOR TO ANY INSTALLATION. o SEE SHEET 17 LA 107 106 250; 251 252 253 254 255 256 257 258 259 260 316 0 ,�4: 24 GAS 112+47.81, 2.00' LT. 3XISN'LY6oF� R RC WATER D 9 59 LINE R/lyr' EX. 6' GAS EX. TEL/CABLE LOT, 323 31!SN'LY60F PERCD 9 59 WATER LINE EX. 6"`GAS EX..TtL CABLE R/W _ " � ,. s � ,. . 30 S GA lop — — — iv GA 105 '." EX, " S 113+00 _w_ _ _ _ _ _ W y�_ r p F� 1 _ WACD IIWC -- - -- -- -- ------ _ ---- ._.-__ R' --_._.._ -4�`•, i_.. ..x.�,�j.. _ ..___-�-��_..._ -_. - -„CYO--n�xcrc-wr�c--- ., - 13' S'LY OF PER D-1962 - 13' Sal PER D-1962 : . __ INT. 113+20.73 OLD NEWPORT ROAD =STA. 10+00.00 BRIGGS ROAD D N WPORT ROAD 1 li W WATER / SEWER APPROVED BY: EAST RN MUNICIPAL WATER DISTRICT Underground Service Alert OWNER / DEVELOPER: ,u k 1• ( C �� avfORC YOGo Call: TOLL FREE SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS DAT �P� G, p INITIAL DATE � —v O O ND MANAGEMENT, INC . PROJECT ENG. L 51YIl7H 4 Z.3 03 227-2soo SCALE: �" = 40' 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION TWO WORKING DAYS CANYON LAKE, CA 92587 WTR. OPERATIONS BEFORE You DIG 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 SWR. OPERATIONS I i I.D. 13 & U-1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 P 020074 S.A. 33/41 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESSipN TRANSPORTATION DEPARTMENT QROFESS/p w.o. 10-027 ENCROACHMENT PERMIT AND/OR A �O P., 0 q� �p o A. SN9� 1 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE C.O. GRADING PERMIT HAS BEEN ISSUED. F,� Ty F PQ` ci F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » <v y VIED BY: <v 9 by IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m CD a- - m (909) 785-5122 * FAX (909) 785-5180 SEWER AND WATER PLAN AND PROFILE SHEET 216 OF & 31 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 � �/� Ld No. 25917 m 1984 ELEV.= 1425.301 FOR SHEET 16 OF 18 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL yk Exp. 6/30/06 * * Exp. 12/31/05 2 1ZLEDBY: R.C.E. NO. 25917OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s K A. AN D TE sSEWER CONNECTION TO NEWPORT ROAD MARK BY DATE APPR. DATE 9 CIVIL ��P q CIVIL �P EXP. 12 31 05 a g 0 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �� 0� Q CA`�FOc�� S' _/¢_� SCALE: FOR: W.O. COUNTY 9 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY pF CA1-\F RECOMMENDED DATE pF DATE' 4'V:1"=40' 1"= RICHARD A. SCIANNI H: SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 SW1 6.DWG/4-11 -03/S:40 _7 4 4 7, J- 4-45,-0- 4- - + - j ............ ...... ...... F------- + + ---------- -4 woo ... ... ..... A - --------------- Ir V, f + 7 Z 113i Two LF,4 1w ton, 1.2 .... ...... T PROFILE SCALES t H ORIZ. 1 40' VERT. 1 4'9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 OLD NEWPORT ROAD --R/W 11 4 so EXISTING R/*----' Or_ w m *C-4 s I STA. 112+56.84 OLD NEWPORT ROAD STA. 112+46.81 =STA. 9+90.14 BRIGGS ROAD c-> / 6- FIRE HYDRANT pRop. STONj DRAIN Cn 1-41 HOT TAP EXISTING 36o CML & C PIPE WITH PER STD. B-362 >cw STA. 14+50.00 36ffix'125 TAPPED SADDLED CONNIECTION WITH + 12' FxH R.S.G.V. BY OW AT DEYELOPERS 6" FIRE HYDRANT EXP9M. CONTRACTOR SHALL AWY LOCATION EXISTING GAS VALWG STATION PER STD. B-362 >.e >< TO BE RELOCATED AND ELEVATION OF ENSTING WATER LK LU PRIOR TO MY rSTALLATION. >i 1 316 26 267 69 loe 262 65 200 2 o INT. 1 +00.00 RM ROAD 112+47.81 ECR 45' 77- 0 =STA. 1 3+20.74 OLD NEW"m ROAD V1 I I -I- �e' --- 211.14' 89.58' 116.22' 87.50' 59.19' 50.65' 6 LANDSCAPE LOT-� b LMDSCAPE LOT::f� EXISTING R/W EX. Mm 0& C WATER oe 00 A PER D-9159 .1 .1 T ---------- 9._12d_W_ATEFF7- ------- LLJ ae \'V 24 2K + + -------- EX. 30 GAS PROP. STORM Ld W JRALT MWARY ACT BOLK-'"" Z W V) DIRT 16' GAS 1.00 BRIGGS ROAD 31 PT. (1) 12n Hx4r 12+81.37 STA. 10+23.0406._C040' 435.9 BOT R.C. BOX EXISTINIG R/W (_ / 1435.6 130T.- LQ 1434.9 TOP 12' WATER \-,A 1429.7 TOP 12m WATE� STA. 10+93.32 STA. 12+49.82 1435.2 BOT. 12" WATER 1436.3 BOT 30" PIPE 1434.3 TOP 24w GAS 1434.9 TOP 12 WATER STA. 10+79.34 120 P.V.C. C-900 CL 150 12w P.V.C. C-900 CL 150 Underground Service Alertq� 1435.1 BOT. 12* WATER WATERIJW 31' WLY OF V_ WATERUNE 31 WLY OF It- 1431.1 TOP 30" GAS FOR Call: TOLL FREE STA. 10+55.18 1 -800 1433.6 BOT. 16" GAS 1431.6 TOP 12' WATER TWO WORKING DAYS BEFORE YOU DIG D BY: BRIGGS ROAD EAST N IMUNICI WATER DISTRICT OMER / DMILOPER: j* 13= &11#63 SOUTHERN CALIFORNIA CIVIL ENGINEER OF SUBDIVISIONS 150t SCALE: 1 40' INITIAL DATE LAND MANAGEMENT, INC. �At 4/4,15;el 31676 RAILROAD CANYON ROAD WSPECTIMI CANYON LAKE, CA 92587 WrIt. OPERATI(M dW-o* 0 20' 40' 80' 120' 1100, (909) 246-1100 * FAX: (909) 246-1104 SWIR. OPEMTKM I.D. 13 & U-1 NOTE, SEAL-COUNTY C"TY OF RKRM SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT 29837 IP 020074 S.A. 33/41 FES 'jo - W.O. 10-027 SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEP 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A COUNTY OF RIVERSIDE C.O. GRADING PERMT HAS BEEN ISSUED. BY: < RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LOWNBERGER RD. A 'Im (909) 785-5122 FAX (909) 785-5180 PON PIPE TAG MARKED COUNTY IN CAP KLL MON. SCHEEK)LE "A" COORD. 23-B-30 & 31 TW PRIVATE B*MM MW TWSE PLMS IS RE"SOLE FOR ASSM 11f ACCURACY NO ACCEPTANJTY OF 11f DEM HXON. 33950 rn No. 25917 1964 ELEV.- 1425.301 SEWER AND WATER PLAN AND PROFILE SHEET 17 OF 18 M 1W MT OF DISAWAlffS NOW AFIUt CIOUIIITY NIPROVAL Exp. 6/30/06 Exp. 12/31/05 FOR PREPAM fff- R.C.F_ NO. 2�21 Z Olt WRIING CONSMXTM, THE f"VAIE ENGIINEER SHALL BE k D A� QATE BRIGGS ROAD It RESPONSOLE FOR DE7EMN" AN ACCEPTABLE SMUTM AND MARK BY DATE APPIR. DATE C vl%_ (EW. 12/31 M) SCALE: "M TIC PLNS FOR APPRWA_ BY Tw C01mTY - - I REMSIONS rk Y-dm OF CA DAV_ a-1404 7 H: 1 =40' Im=4' FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI SO. CAL LW MA*AQKNT, W IFILE NO. 931w rz JN571/571 SW1 7.DWG/5-28-03/S:40 STA. 23+21.89 ' 1453.49 C.G. 90' ELL INSTALL 1" A.Y. & A.R. - - - WATER T1QN 1 END CONSTRtlC2'' , 1 460 OMSEO FINISHED s i e i SURFACE AT LJ m_ _ o " EXISTING GROUNDfO it N _C> T-RESTRAINT:-I IMT$ U — _ "FACE AT � _ paq O� • pry �+, • ,. --" W _ Q _ pp C� ' L'3 0 �j _: tp h. ~ ^QY�� . —. 1 450 - _ 450 r _ p: CD co Cn _ !h _ p a •�c to _ F T T _Y-- 156.00 L, . JOINT RESTRAINT UM1TS 1 JOINT RESTRAINT Ltl�i1TS r,�fi,EiO L � ,. _ 3 .. _ C.G. 12 P�V.C. 90 - _ CL 150 WATERLINE c+� So- 2 ; _ x _ - � 440 _ . 150 WA R: NE _ CL Lrl - .,,__ ,. .. -comb _ x : j ` FI SCALES PROFILE I _ y _ HORIZ. 1 -40 : x = - VERT. 1 =4 _ .. . ____, ._ _.....e..._ . ,"_,.:_:__. �w ,. __:.- . ..k_ ,_,_ ... _. __ _ ,.._n , _.....-____ . _ ..®._ ,.._ _..-.a._.._._:..._..-.._.,..._ _a._._ ._.... .., ..,_.._.-......w_ -_w __w.._..__ . ,.._.u._-.._. _.... w.... .,.__..:...m w. ...w...,..__.... , _.. ... ,...__....... _.... 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 " LANDSCAPE WATER SERVICE PER B-344A /BACKFLOW PAR B-5 7 / f FUTURE 1 1/2 METER % / STA. 18+56.73 6° FIRE HYDRANT ANGLER j R STD. B-362 �" AVEN E ' `' --'� 27T,- SEE SHEET 3 r �` ,f�r �° ,- ` _ � STA. 23+ .77 ,- i PADS .0 / INST TEMP. B.Q, (B-568) /"L7v /` " V."& A.R ALVE (B-598) 7 / , ' , 27 ' / �� 1 12x6 90' REDUCING ELL PAD 42 PAD=4 .0 1-1 2 H R.S.G. . ;' 273 274 PAD=41 .0 ` 270 ;4 ,'` PAD=41-1 PAD41 .0 0 PAD=42.3 PAD=42.3 B °✓ r ' ` 0 �, r r i � -- - , 3 N = 2 _— f— MM ; 00 Z liJ PROP. STORM DRAIN 18+00 19+00 20+00 BC.�`L0+12.73 + LEI J , � i N ,STA. 18+99.73 _ 1-12"x12"x8" _ D TEE _ -__ ..^. _ _ __ , " _ ____-_ e _ �__ �..___. __, '.___-_ H _ Q _ FxH ADAPTER W) �` r r' ,` INT. 19+25.73 BRIGGS ROAD =STA. 12+22.20 ANGLER AVENUE 12" P.V.C. C-900 CL 150 WATERLINE 31' W'LY OF 12" P.V.C. C-900 CL 150 WATERLINE 31' W'LY OF � Underground Service Alert BRIGGS ROAD eEFORE Y0 0o Call: TOLL FREE 1 —800 227-2600 TWO WORKING DAYS BEFORE YOU DIG WATER / SEWER APPROVED BY: EASTERN MUNICIPA WATER DISTRICT OWNER / DEVELOPER: " ) /21..- -- uamk!� CIVIL ENGINEER OF SUBDIVISIONS DA SOUTHERN CALIFORNIA INITIAL DATE SCALE: 1" = 40' CURVE DATA LAND MANAGEMENT, INC PROJECT ENG. 31676 RAILROAD CANYON ROAD APPROVALS INSPECTION —� __ -CANYON LAKE, CA 92587 Vm. OPERATIONS �-- 0 20' 40' 80, 120' 160' DELTA RADIUS LENGTH TANGENT (909) 246-1100 * FAX: (909) 246-1104 Sw .. oPERAT10P11S �. •�..� A 09'20'58" 1869.00' 304.98' 152.83' I.D. 13 & U-1 COUNTY OF RIVERSIDE CSL ENGINEERING, INC. TRACT 29837 IP 020074 S.A. 33/41 .dQ� SEAL—COUNTY SEAL—ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS W.O. 10-027 SHALL NOT COMMENND� UNTIL AN ggGFESS/p OFESS/p ENCROACHMENT PERMIT-AND/OR A �O A o � TRANSPORTATION DEPARTMENT PR N� SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F R I V E R S I D E 7 O A. q 11651 STERLING AVENUE GRADING PERMIT HAS BEAN ISSUED. �,o r F � ��° s IT c^ RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. do LINDENBERGER RD. A 1" C.O. Cl) z �y ROVED �• �? ? (909) 785-5122 * FAX (909) 785-5180 COORD. 23—B-30 do 31 ' '� s c� IRON PIPE TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W Y m w z m FOR SHEET 18 OF t!! Asslc ACCURACY AND ACCEPTABILITY of THE DESIGN HEREON. 33950 �N/O SEWER AND WATER PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 � * Exp�12/31/05 1984 ELEY.= 1425.301 OR DURING CONSTRUCTION, THE PRIVATE ENGMIEER SHALL BE s * K d MAN DATE s * PARED BY: R.C.E. N0. 17 BRIGGS ROAD - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE :SOLUTION AND MARK BY DATE APPR. DATE 9�. CIVI\. ��\P - �/�� 9j� CIVIC- ��\P (EXP. 12 31 05 SCALE: REVISIONS OF CA1-�F° 'V C OF CAl�E4 Q -S DATE: `-�4 03 F S0. CAL. LAND �IANAGIrIENT, INC. W.O. COUNTY REVISING THE PAWS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1"=40' 1"=4' FILE NO. JN571/571 SW17.DWG/6-05-03/S:40