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945-AA -28206-F 9/30/2007 Sewer and Water Improvement Ballare Dr,Vivere Ct,Amare Ct,Spiaggia D EMWD WATER NOTES : 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE 2003 THOMAS BROS. PG 868, F-5 WITH EMWD STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING NEWPDRT RD. WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. T ACT NO . 8 06mF 3. ALL SERVICE CONNECTIONS SHALL BE 1 " SERVICES X i" METERS, UNLESS LA PIEDRA RD OTHERWISE NOTED; AND SHALL BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, TYPE "B". ADJOINING HOLLAND RD, LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. w A U � � 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. -Juj } w B-598 TYPE B . d o W c w 3 J o FA x e 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF '� z a ��,, PIPE. a = H CRAI AVE. 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 7. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. I �al*1w - PROJECT DWGS. B-362, COLOR CODED GREEN. ALL BARRELS ARE TO BE CHROME YELLOW. - �- - - - - - - ** - -�- - - 41111110 - C;1LQ�I�dC I�� GARBAN RD <PRIMAR ACCESS SITE 8. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH BW BW 8" SEWER F.H. Bt362) V Nj STD. DWG. B-568. I 29 I v _? =3- 4 5 s 6 = 20' EMWD gtWE� BW M.H. No. 1 1 I FN. P N 9. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT NT IWHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. M.H. No. 3 S`H E ET F.H. (B-3 ) M.H. No. 2 8" ATER M.H. No. 1 7 r �aE H 2 J 28 d _1 -1 I I 26 1 10. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL I 30 T, BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS, AND SHALL BE I 1 �Q�'QR CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND _ _ F. B 2 -4 - - �e C VICINITY MAP SPECIFICATIONS. •H _ __._._ 2 _ _ Qvr 27 WATER 'PER L&C 11 . ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE M. . No. 1 F.H.1 (B-362) 31 D-21333 NOT TO SCALE -- - --- SPIAGGIA DRIVE- 8� BW F.H. (B-362) SECTION 11 , T6S, R3W TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. 8 WTR P R R. 28206-1 ,�,� I I BW ` 8 WATER F.H. (B-362 54 w ( 53 BW » _ r._-_ _ ___ CUT I� TEE 24"X24"X8" WATER LEGEND 12. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS 8 EWER `` TEE F GD' 24" FXF RSGV ��� RESILIENT SEAT GATE VALVE FxF ® I BW 8" SEWER BW 24 WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF 8" SWL PER TR. 28206-1 8" S ER 23 H. N 15 MAIN LINE, PER EMWD STD. DWG. B-663. (N) 8 FXH RSGV (W) 2 0 SERVICE CONNECTION WITH METER I- - _ ._ _ _ CORDI ATE WITH EMWD F.H. (B- 62) i 9 BW EMWD SEWER NOTES : I = 55 I 52 I I 21 M.H. No. 12 - - - - J I-- COMBINATION A.V. & A.R. s2 I BW O 1 BW I I O M.H. No. 1 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH U O BW 1 9 EX. 24" CML&C STANDARD F.H. (A.C.P. / D.I.P. / P.V.C. PIPE EMWD'S STANDARDS AND SPECIFICATIONS. W ( BW 20 I I 32 WATER PER 6" x ONE 2-1/2" x ONE 4" OUTLET (B-362 , 8" WATER BW 8 WATER BW 8 WATER I D-29531 WET BARREL 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW (CONDUIT INVERT). TRACT 26206-1 ( w 1 O 1 11 1 2 8" SEWER �P BW I I > 5 6 1 151 13 Ii.1# 0 FH - BLOW OFF 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT 61 1 I M.H. N 5 M.H. No. 7 �1 33 _ ------ EXISTING OR PROPOSED WATERLINE (BY OTHERS) WHERE SPECIFICALLY DESIGNATED ON PLANS PER EMWD STANDARDS AND I r BW LL' SPECIFICATIONS. 14 1 WATERLINE 1 5 ' F.H. (B-36 BW O -...- 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS 60 1 57 0 1 �j ff FxH ADAPTOR M.H. No. 8 SB-53, SB-56, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID _ . Z I 1 3'4 THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. M.H. No. 1 _ 15 0 1 E . � 8" WATER 16 w I W; PR PRESSURE REGULATOR 5. ALL LATERALS SMALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH 1 1 1 j F.H. -362) 8" SEWER '� 1 7 - STANDARDS DRAWING SB-52. I 49 Fri 44 sQ M.H. No.1 9 0 I 1 35 Z;I SEWER LEGEND M.H. No. 13 LLAI 6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED 59 1 I �F H. (8-362 �; 1 IN ACCORDANCE WITH STANDARD DRAWING SB-52. I 58 1 43 1 ( Q ------ EXISTING OR PROPOSED SEWER LINE (BY OTHERS) 42 - - - SEWER LINE 7. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER 1 F.H. (B-362) 148 AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING :4 45 - - 1 36 Q" MANHOLE AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE -� I I 1 III -1--�- SEWER LINE WITH LATERALS MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED I M.H. N°' 6 M.H. No. 10 J O BY EMWD. I ,--. �. MANHOLE 1 I BW 39 Byy 38 / / ROP Q EXISTING MANHOLE 8. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL 461 1 BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE 1 147 I 1 37 -- BACKWATER VALVE MANHOLE CENTERLINE. S" WTR ER TR206-3 TR SWL - R ' R _ r - 9. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177. { LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO 5' MIN, BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. ALL - 8" WTR PER " R/W SPER -NZA �RI LATERALS ARE TO BE 4" IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. - I TR. 28206-3 10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE J _ _ _ _ WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR W 8" SWL PE TR. 28206 WATER "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. Z g 1 TH C 1T 28206-3 11 . WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR U -- SEWER 10 MAX. z. •. ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. _ 12.PLUMBING CODE.VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM INDEX MAP FIRE CERTIFICATION SCALE: 1 "=80' "c"'r ml TYPICAL L O T 13. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD IMPLEMENTING FACILITIES (WATER) I CERTIFY THAT THE DESIGN OF THE WATER N.T.S. DRAWING SB-157, SB-158 AND SB-159. PROP. CURB SYSTEM IS IN NORTH/EAST REQUIREMENTS ACCORDANCE WITH THE PRESCRIBED BY THE RIVERSIDE TIME LIMITATIONS 14. WHERE EXISTING GRADE GOES CUT TO FILL USE SHORT JOINTS, 2.5' MAX, 10' TRACT 28206-1 WATER IMPROVEMENTS SOUTH/WEST PROP. CURB CL & GUTTER R/W COUNTY FIRE DEPARTMENT SIDE FOR VCP OR FLEX COUPLING FOR PVC ` R W & GUTTER QUANTITIES THE TIME LIMIT ON DRAWL S) APPROVAL SHALL BE SIX (6) MONTHS. IMPLEMENTING FACILITIES (SEWER) 2� FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT SEWER CERTIFICATION _ _ W TER COMMENCED WITHIN STATED TIME, EMWD REOUIR'ES DRAWING(S) TO BE I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 28206 IS IN TRACT 28206-1 SEWER IMPROVEMENTS 8 PVC C-900, CL-150 3,409 LF REVIEWED BY THE DEVELOPER/DESIGN ENG04EER AND RESUBMITTED TO SIDEWALK SIDEWALK BY: EMWD FOR POSS�LE CHANCES IN MASTER PLANED SIZING AND CHANGES. ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PROP. WATER LINE MANUEL DE JESUS GONZ S ATE 8" PVC C-900, CL-200 41 LF IN SPECIFICATIONS AND STANDARDS. PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM 6' PROP. SEWER LINE 6" FIRE HYDRANT ASSY'S PER B-362 13 EA THE PROPOSED TRACT. WATER CERTIFICATION » J" 1 SERVICE WITH METER PER B-590 63 EA NOTIFICATIONS EASTERN MUNICIPAL WATER DISTRICT CAUTION: HIGH PRESSURE WILL TYPICAL UTILITY SECTION 8" RSGV 10 EA ENGINEER SHALL INCLUDE THE FOLLOWING NOTES: OCCUR ON ALL LOTS, CUSTOMER NOT TO SCALE 1" A.V. & A.R. PER B-598 5 EA BY: - D PRESSURE REGULATORS REQUIRED I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 28206-F IS IN BLUE RETROFLECTIVE PAVEMENT MARKERS 17 EA AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, VIL ENGINEER OF SUBDIVISIONS DATE ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN (SEE TYPICAL DETAIL ON SHEET 4) CONTRACTOR SHALL NOTIFY: MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND 24" FrXP I.�coW1Zc>NTAL. W_S6n V 1 EA. SEAL-COUNTY APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT: t DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS SEWER 1. EASTERN MUNICIPAL WATER DISTRICT, COUNTY OF RIVERSIDE CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO 8" SEWER LINE 2,932 LF FIELD ENGINEERING DEPARTMENT, (951)928-3777, EXT.4830 SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE D' TTRANSPORTATION DEPARTMENT BY � ..�.. DATES i7-off 48" SEWER MANHOLE 11 EA Q A, PROTECTION OR ANY OTHER PURPOSE. 2. PERMIT AGENCY: T_1KA Y,5 p (Z 7-A-rID N A.Ao�Na O�3 APPROVED BY: 48 SEWER TERMINUS MANHOLE 5 EA a DIIAL wo G Y'r HEAL DEPARTMENT APPROVAL EASTERN MUNICIPAL WATER DISTRICT 4" SEWER LATERAL 1,924 LF a) RIVERSIDE COUNTY BEFORE D�A'1'S BEFO<it£ � No. 33950 ,� �' /�.0 (r OUNTY DE TMENT OF HEALTH � ON-SITE RESIDENTIAL CLEANOUT 63 EA (951) 955-6885 YOU DIG YOU o't ALE D OT A ♦NG DATE Expo 6-� ! R.C.E 3950 6-30 ® � BACKWATER VALVE 24 EA (USA) TOLL FREE - -��- DATE 3. UNDERGROUND SERVICE ALERT USA CIVIC- ` ` BY: GJ� L 1 (800) 227-2600 A �, -3� � NOTE: PUMI SHALL CONE TO C, IF0RNh4 DEPA#2TkiENT OF I#�LTHPRESSURE ZONE 1698 I P 0 5 015 3 UNDERGROUND SEWACE ALM RECOMMENDED C L NGIN R OF SU ISIONS DATE— DATE NOTE:�. WATER AND SEWER APPROVED BY: SEAL __ COUNTY OF RIVERSIDE I.D. 13 / U-1 (0 WORK CONTAINED WITHIN THESE PLANS EASTERN MUNICIPAL WATER DISTRICT DEVELOPMENT & ENGINEERING, INC. MINT , ED Z31, 193A. POSTED ET IN O OF CONCR 'S.A. 41 / 33 N .. USGS MONUMENT Z311: BENCHMARK DISK SET IN SHALL NOT COMMENCE UNTIL AN PLANNING AND CIVIL ENGINEERING FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRA14SFER TRACT 28206-F 0 � ro PROJECT BENCHna�RK. W.O. 1 1 -344 ' ENCROACHMENT PERMIT AND/OR A t S 3 0 c 3536 CONCOURS STREET, SUITE 220 ONTAMO, CA 91764 GRADING PERMIT HAS BEEN ISSUED. IV E INEEROFSUBDIVISIONS DATE (909) 581-7212 PHONE (909) 581-7217 FAX PR(IJECT BENCHMARK SEWER AND WATER IMPROVEMENT PLANS C.O. c No. 65195 1 1" IRON PIPE WITH TAG RCE 14232 FLUSH AT CENTERLINE THE PRIVATE ENG04MR SIGNING THESE PLANS IS RESPONSIBLE FOR P INITIAL DATE * * 21838, PMBE R1D46/1-2S.AD AND p ELLEVATION PER PAt.53 F'E NGVD 29 TITLE COOOD. 23/ D / 4 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. PROJECT ENGINEER $ O IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPROVALS Expo 9-30-07 , DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE APPR. DATE Y1 u/-QG SCALE: FOR: W.O. SHT. 1 OF 5 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS . H: AS SHOWN V: AS SHOWN GRANITE HOMES WO-05-005 CC FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZALES, CE 651 (EXP. 9-30-07) DATE D -3 V13 - ­ ----- --- -- . - --- I d I � � I � ! . -- - �- -, -- ----T . 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I i� i , PAD=1 487.3 PAD-1 488.0 1 1 : 1-1 1.25* HxH BEND ... 1 . � SEE SHEET 3 8)l PVC, C-900, CL- 150 . TRAC 1 1 it �', i� I I - (s) (s) (W ,- 9+87;00, Mjw6n DR.= 1 13' S/CL. PER SEPARATE PLANS PAD=1 479.7 1 -I .�� 11 .-T ,� )� 10+13.00 SPIAGGIA DR. BALLARE DRIVE DR* 8 PVC, C-900, CL- 150 1 -9(r HxH BEND SPIAGGIA 13 0 S/CL. VIVERE COURT LINE TABLE . . - I I I I I I LINE -BEARING LENGTH NO-%, ­ A L 0 1 SEAL-COUNTY COLWTY OF RIVERSIDE Ll N89*07'1 3"W 544.98 - , I TRANSPORTATION DEPARTMENT L2 N89*07'1 3"W 187.50 i GRAPHIC SCALE LINE TABLE D11 n"... L3 N89*07'1 3"W 1 288.58 . A m A A I-, lop I A6 APPR(WED BY: 40 0 20 40 80 160 LINE BEARING LENGTH Di& Mo womm I I -11 �i � 7 =I I .1 I- CAUTION: HIGH PRESSURE WILL L4 _ 14,69*07"I 311w 388.62 . � � � joi, imili I . -1 BWORE . ma so, "a, 399M .I I -1 ­1 I I ---o - �4��; 1, .� �. �.,W__�,� 33 1.50 -"' � zw vw m I � -�l 1,4��l .% I I- - , ,� /V­&� I /-*/o (p I w A w Al �l � . I 19 �- ;;� .j� - �� L5 N8Q*O I . , YOU DOG K 11 �l 1. - -1 , �"­ OCCUR ON ALL LOTS, CUSTOMER - ,bT . OT ' '.E. DATE IN - " TOLL FWff 1-480-297-2ftO 1 11 R.C.- 3950 zCzr --30-Oro 1 inch = 40 ft. A P%WAJC 300M Or ­ - -5 ,-j-" b t MatomouND Somm ALM - I RECOMMENDED DATE IP05Ql ,5,3 I - I I - I'll ' ' I ' ll - NOTE: - I - I I WATER AM SEWER APPRO%*D BY: SEAL I---- - - MAFAX DATLAC COUNTY OF RIVERSIDE I.D. . I � ", ­11 I I� t= MOWJMW ni I.- 800>#*W MW SU 94 TW OF 0 �o WOW CONTA04ED WITHM THESE PLANS -- - . EASTERN MUNICtPAL WATER DiSTRICT .11 I ,� - 11 DEVELOPMENT & ENGINEERING. 114C. I z"I'l 13mXJ** S.A. 41 / 33 C-4 I I �, - llwma='my TAQww 00 SHALL NOT MWENICE LWTIL AN I I I PLAWNG AND CI'VIL ENGIMEERING v= r=moff =- - .0 TRACT 28206-F . TO PROJWT 8940"mw- N ENCROACHMEW PEMff AND/DR A I I......... �- "- I a- -1ru ,J1.4 1$13/12(i - .IN. k� 3536 CONOMM STOW, SURE 220 WARID, CA 91M4 Knumm W.O. 11-344 GRADMG PERWT HAS BEEN MSUED. E940#0ER OF SUBOMSIONS bATE I (NO) 581-7212 PHOW (ON) 501-7217 FAX SEWER AND WATER IMPROVEMENT PLANS C.O. j!j 6 i � w:-k in- ,I . , ­, , - --- ' � t - I - I -, - qw I I ". " jai �l -i I * 1� � _ - I , I _ _ ! H f _ � 1� , I __ ­� t 4 _ , I , i:i i- , , I - � I I t- L - �� ","-� i IN 0 �� - I � - I - . - � - - 1. - , - , - - � - V� I I i - * I I- I i I t , I I - - - , I I I I (m . C No. 65195 1 i �* �� IA*a ��FUNA,�AT I 0%.lK SAA I "TIAL DATE 4 . OF� w-06prWomAW _ a "I z TK POMTE 04MM SOHM TWX KNA IS == ;; I PROJECT ENGINEER z I . 2T638, PUB 146/1-26. REVAMN OF 1436-53 FEET, )HIM BALLARE DR. & VIVERE CT. comp. AssumG Tw Acoalcy AND AccpTmRm oF rAE oEsm mamom. - 1.kip 15/03/(740 1 Emp 9-"Q*--V , - 11 ­ - I - �- DUFMIG TK CONSPWTM TK PRWTE OMMM SNAU BE REMMME 13Y I MARK APPR. 031�VALS ' I I v 4-14-0<0 SCALE: FOR: W.O. SHT. OF _5 0 IN TK EVW OF DOCREPAMM AMW WM COWY APP"OWL OR DATE ZA��404 -'.e* ... 2 -< FM DETERMMG AN AOCEPTWE SOUAM AM NEWSM THE PMW . I APPROAL BY TK COUWY. 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I I I - : __ - - '__ . - -- � 11--l-1.- __ - I __- - - � ---L I -1 _Nl� ___ ___' -' I �' I-_ ­­­ .- .- - -- I- I � L 117 w I , i I I -I -I I I I 11 I— � I - I - _11 �. � 11 . I_ .. --- . ---'-- - � - - - I 11-1 -� I - � -- � - I - -- -_ - - I I __ I -­- __ - I 11 __ - � I � - -� - I ­­­_ � ; . I I � I --.-. � ­- I - _' I I w - "Ir 1-t- � , I . . i - I- - I � i , � - , - - I . .I I � _ . � I . - � - I -� : I � -Q � I � - I I I � � I � . ; ; L � . i I I I r 11 ' I I - . � I - _� ; I ! � I I I: � I I I . I � : � I -- :, I m k. --, .- _ _w I-;T-- � - ," -. I *9 P_�, ; I ....�� - .11- �'_ I I I I ; , i I : i i , � -1 - - - I - � - I - ­ I � I . I - .I I . I � . 11 I ''I . i I I - - . - .t 1. I I I I� I I I . - . �' - I . . . -1 . - ___ � - � I 11__ -1 I '1'__,_l I - I ­ . .. . � I I I- 1. � - ­ 4 - � - I � ____ "I I � , i I I : �.4i _ - . ­ - -1 7- �, I ; .. _n , ' ---! - ____ - - i, .;�- I I ! 3 1 1 1 "- . goo, It. I � I -EX- 1 GP,A" AT -I- . � � I I I i I � . 11 I - � . I � � � I � � I I f I I I I I I I ; 11 I I I z e � . I : . I . i I I I ' I - I I . . - I � I L ; I I I I I I T ,� - -_:5� � - I � i I ��_I -� . � I � I I I I I I 1� :9 9 �� - iii-iiiiiiiiiiiiiii,� I I : I �- - I - �' � -_ - -n-- - � _w . + 1 i -- -1 l__' e�_:_._�- I 11 - - I s SN� � I-, -_­_ I r"p - - - 1-1 - , � - I � I CL., -OF STREET, . . - - - - � � I ­ - - "I - � � ''I � 11 ,� ,-_'_' -, I I - - - 1 I I 11 - - I __ ..1- I ___ ­­ ­ -.- .1 __ - _­ ­­­ i-� - _­ - ­- � I � -1- . � zb- I - __ . ­ I I I I I __ - - I 11 " -1 ­ - I --- --- - - ''I . - I--� - -- . - - - - , " : I I i -- � . � � I ". C 3 Cl .:�� * * - I . I I I I . I ; I � I .. m: f�I,** I I � � I . I I . 1 7 . I i I � i_'_­­�_ , - , - - -,�__---o tm- j i I I � I .1 . . I : I I i i � I ' I -- . i I z i � � � - + , .'A' �iiiiiiiiiiiiiiiiiii�iiiiiiii�1Z - I . 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N '_'_' --,, PAD=1 497.3 �­ 1 PVC-4� CL- 1 50 � - � u , I. I 1 3' W/CL. T I—' ,21t I I , ;' 4 I I I � ' ' - � I - ':frl nl'�n' I I I "" -___l '__ __ 6' E/CL It- I":lf'-LA'-�D,:: � . �"\ __, . SEE SHEET 2 2- � R`t�'­ N. (KE,) � ::", �___�'_ (s) I 1 3' N/CL. � - I - ------_-,:: -_ 26 -j WERE CT. 1-a- F*H ADAPTOR (S) - I -____'�__ 14+35.03 AMME CT,= B'ALLARE DR. 53 12+71.42 SEL&" , =0000 I I ! ��I., I I T I I � - __ PAD=1 501.6 , ! i 6 . ___V� 1 I� 10 _____ " � PAD=1 488.0 1 0+00.00 VfViERE CT. � : W­ 8" SEWER I 1 I� _^ - :'� -- ____��� ­_ 1 1 +37.89 GIARD4NO DR. -1 4+5 4.Q,3 / [ I � PER TR. 28206-1 � , __ xfm r-NJ k, i I- I j i ____l______� ____ "i 1 -8" FLG'D CROSS _ /' 10+13.00 � I il,� � - I � I I � - ��Z� I - __ G -NO DR. r..A..;, , AJG VE f . : 1 63 - - 05 IARDI AVEN / r 11 i I I -, 2-8" FxH R.S.G.V. (S,W,E) 11 '' . , �QR - I i ! 54 � I I ! I D I� : 11., � ; 1,4+QJ,.7'8,, i , . � - I . � � I PAD=1 4-92-- r`CL!X C. . \ ____Z�l __ -----"� t*l* \ N x -I 1503.02 BOT W.L. I 1 8 , � , x"ING ? . \ \ A� C) � _�� 1 -8" FxH ADAPTOR (N) '�� 1500.22 TOP SWR. 1480.18 BOT W.L. PAD-1 482.7 ; - -�__-_ 'A I ; i , � i . - v\ \ I � I / � v\ -, ____ ' ' , I 1 � I I �� PAD=1 487.6 , I ! -1 4 7 7.05 TOP P. 1 1 � . SW ! _ � __�_ 1 � I � 31 1 � I I Z+ 4 & ­ I I i i \11 ­ ­­- _. ___ ___. _________ _ - " 27 1; I ! i I � U+17.0 1 i i � ­ - - I .- I ___ . -----�_ __�Z� - --�' � ; I � r.H. (B-3 i - _'_ . N V� � � PAD=1510.6 - - - _­1 -------- I �:�_ I PAD=1 510.8 1 . I I � CUT IN TEE s ET 5 - - _. -i--I- - �__-1 �- _ :� -- - I � � - - __" to � I I I I I - I t____- - � ___'___ �__ I I i i I i � 11 (5 , ­1 - - 12+U.79 r-� 2 � r ! I i z 11 � I � ..l. I--11 ­­ '­­ I ----- � � I i 15+8 Q'K � 1,24"X24"X8" TEE FLG'D I / __­ ­1 - I I I - 11--1 - - ­.. '' - - 1 r 79��+Z .1�7 � QT.= r- � � i - -9 � � _- __________ _______ -_ ­ .-.- ..- --, .-I-1- ---- ­­­ ­ j __ _ ___ - N_- _ - ____­_ __- __ - ___- �-I __ ___�... I � 4- FXF RSGV (N)Hoi%A� I \ I __ I F.H. (B- I) i I i r.H. (v_ � ,I _0 ^ - i '(01 __ - - - n 1) � � �' � C4 L3 - - � / 11 -__ __ 362 1 ltt2 I I �� 2- FXH RSGV (S) '/ - . "� - -_ -1- - - -_ R 9 . I __A-,� 11+78.77 SWR. ESMT. ___��__ __ - + ljv/_ /) � � 1, - (�� __ - �k/1"-\ \' _4.Q3 y 8 % ­1 I 11 lliiiiiiiii� I - - 11 � 4,3 'r _­ M.H NO. 1 4 __�____� I I - -___ - - / ,,, : _ _ ", � I 11 aiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�00 -q:------ A 4 � ___ _ ­­111- - I F.H. (B-362 . CORD4NATE WITH ___ --�� - - - I i - 0- �_ � � . io - � I --�) I \ z � - - - - - --- 9 -) '7, (�� _'�__ _�_ _________ ___________�1/ I ­1 --,----__ I - - � �� , MW, D _____� 0 0 t� f � 3 24 &_%.O (N) 12+31 .94 � , , - ( ----�_ - -�.�-�j-� :-- �-, �u I �' 9t94.00 SELAGGIA DR.- I � w - Ll C-4, n , :� / I r I I- __-,-- __� PAD=1 493.7 ,.- - - ­­-- , - . _4Z__ ILE _ :�. "� �... � I .. __ -4-+-.4-----i-1--4------�--.----.------�---/-----.--r----- __ PAD=1 494.8 M.H NO. 1 --I'- I � . 1 10+06.00 SOLE DR. - _­_ ------- ___ ---------- I—--­-­­­--4--- 11 LA ."I / - � - - _" �� M.H NO. 1 , � -------- 0 / I + 22 -, / __l Z==:: -_ -_ == 1:5=- _= =1 ''I - I I - / I iiit- - �_ :1 . _____ - PAD=1 498.4 + - ___ . - =' �= ju:: _=zj- - - ----,------ - __L__j__j -1 I * (s) I- - I M_q_'Az__� 1 7 -_:----_��_ / 0 ! I __ li (b - 1, ;j I ,,A 1++01.78 1 _'__' 11 "I '� PAD=1 486.6 1 Z+6&42 nR.= I ,±.24.31 ' I �� 1- ol 0 l" -_ 10+46.99 , CT. 'M.H NO. 3 tni - � REMOVE A.V, A.R, 21 1 ­_ -, IN, 1 10+06.00 � __ �- I - , , I � 11, k 10+00.00 SPIAGGIA DR.= '13.00 F.H. (9-562) r1r), B.0, AN'D JOIN PRO-P. 8" P.V.0 __ a __ , ­ __ I- I I - I I - ­ �­-.1�I . 1-1- ­­ - I .. - _ I'll , , "I 10+ M.H NO. 2 1 1 , PAD=1 501 .2 .... _______ I ­ __L_i:A_________ , ; ". �� 10+00.00 SOLE DR. IT HXH 1 (A�) 4 WATER PER CURVE TABLE - -9( C141 2 .----...---.-- ___------__\ 1 5 ,a � , 1 20 ----------\ I -� - I [ ", �, 4 - +15ii , - - - I I -1 , , + TR. 28206-1 _. _ v,__r ___'___.­___N\ 1. ; ., h . ±300,03 6MM,E QT.= -1484.2 - � PAD-1 479.7 ,, ,- *__l , 1 - X'#4G " - CURVE DELTA . RADI'US I LENGTH TANGENT PAD=1 503.7 13+77.52 /" : \1 I w , 6 PAD=1 485.3 PAD 2 C3 27*48'1 4" 306.00 148.49 75.74 1 14+54.0 OM, E QT.= 9+09.29 CRAIG AVENUE 1474.59 BOT W.L. v-- 11 3+39;,35 � I I . , C4 2 ,36'30- 592.45 254.46 129.22 (�� M.H NO. 1 6 � I i 11 +56.8,9 GIARDINO DR- \\ ,, i . ;4- QM'L&- PAD=1 4,85.9 (s) 1471.19 TOP S". PAD=1 481.2 F.H. (8- _ � � , C5 22*1 2'23" 611.45 236.98 120.00 14+35.03 � I M.H NO. 1 2 1 '�� ! PER D-21334 3 . I I I 1 9 X'ING I I 1 32 h PAD-1 482.7 HoTt- mi, rivoK Tppe-"rs Am � I �' I t C6 1 27-48"I 4" 1 287.DO 13,9.27 71.04 1 � PAD,=1,51 1 .0 I ' . I � . PAD=1511.1 1502.60 BOT W.L. I I . I I tt 006411>Ill T" Coto 1 1498.69 TOP SWR. I 1 8 PVC, C-900, CL- 150 : � I � I .....I." � L I a ;. 1 14+48,03 AMAK' QT.= I I 1, ,,, A il �, L_ V?4'rff-Y. , )I GIARDINO f)p 1 1+50.89 GiARDWO I . "". CR AVE 1 3' W/CL. ' ,j? r.A . . 8 SEWER - SEE SHEET 5 SPIAGGIA DRIVE CAUTION: HIGH PRESSURE WILL . P A L " SEAL-COUNTY COUNTY Of RIVERSIDE 6' E/CL __ I OCCUR ON ALL LOTS, CUSTOMER I I PWSSURE REGOLATORS REWRED D I ki JtRT �A. � TR LINE TABL I E GRAPHIC SCALE LINE TABLE I �' ? *, � APPROVED BY- DLAL m woomm " -1 - LINE, - BEARRi I. LENGTH 4�e­-?-1�'��.'­� ­."�.��_�" 40 "'� 0 80 160 LINE BEARING LENGTH -1, I , ,,, - I CURVE TABLE - BEKWE am Norm No. T. - L6" , ., ", 76;5,-1, 1 ­ 1 I I I I Ll SOO*52'47"W 311.31 1 . - � a.^4t1) I , ,Illortw - 'ImAll" " 11 � CURVE DELTA RADIUS I LENGTH ITA4GENT ' YOU DIG ym m ^lk IKHALEVA. 0TpA' AlVP.E. 5 �§ � - §Kgg'28"W 239.51 1 �m 11 L2 S06*1 1'50"E 75.93 1 11 I DATE I , 1,111, I - mmm� - " -OW-W E NWP - %,C 50 (XP'-06-30-4W- - � I L3 58-89 Cl - 21slm� 287-00 12.57 1 6.29 - TML FM I -2M 6 I ( .i39 � ( IN FEET ) NW52'47"'E I C2 , 14!%'17" 313-00 77-33 1 .IA-M , I - ' . I L4 i 271.42 A FINIM 384ME BY � 1: .r 4��� --.%e- '-T-'.L.b 16 . 1 inch = 40 ft. I SOa52'47-W I _ SOMM AUXr I - RECOMMEMM) DATE I I I I . - I p Q 55,0 1,5 3 I ' ll I I I - � � I ' ll I � I I I I NOTE: I WATER AND SE14VER APPROVED BY: SEAL MAW aaLat . COUNTY Of RIVERSI-DE � I.D. I I . I* I I a ,,,, � WORK COWAiNIED WITHIN THESE PLANS EASTERN MUNICIPAL WATER DISTRICT � � I I � . A, DEVELOPMENT & ENG04EER04G, INC. u= momimW Z311: OBIOMM MW Siff *4 TOP OF MON.""""; I i I - I $Tmvo Z311 "m powa GZ#MN OF 1�34 � S,A C14 1 SHALL NOT COMMENCE UNTIL AN � T PLANNING AND CIV`tL ENGtHEERIOG ==ln� MMOW MOM fOR WS RANWIM TRACT 282-06-F � 00 - '\ I r, ,� � To PNDJWT 9EM0410M. W.O. 11-344 " ENCROACHMENT PERMIT AND/OR A I I �� a I-vt 4'�L 5�i-op& ��. _w*wi "--' Jr.,471 � W6 CONWM SW9, SUITE 220 OWMV, CA 9 1 764 BENCHMAM: GRADING PERMIT HAS BEEN ISSUED. Cf�!)EWAftER OF:80_�� DATE I � 1 (909) 5111-7212 ROC (909) 581-7217 FAX .1 I- j6p%jM TWAN �A�FLW W RM.M SEWER AND WATER IMPROVEMENT PLANS C.O. -CAA 6 1 C %a ,M ) , $ 1 1 1 1 65M 1 � (w Mai mo 'i � � "lw I DATE I I � � 216M, ft* 146/1-26. MXWMM Of 1436.53 FWr, ONOGIM rlooRn 93 ' r. / 4 7w = rasponaviE MR " I � AMARE CT. & SPIAGGIA DR. � I I I mu=lLBm_mC9y Mo ==81sF IW 010M HVIM. - - PROJECT ENGMEER _ -5�,i 7� � ew *-n-a ( oel. I il�_ w Tim ema OF DOMIN"OD AM" WM 00UWY A~*V- OR DATE BY MARK APPR. DATE APPROVALS - ( t 11 SCALE: FOR: W.O. SHT. ,3 OF -5 C) "M 7K CONSTRUCTM 7W PINATE DM*Mt $40i BE *ESPOINME I -1 I .0" e!�������� - 4 -Zk-ob AS SHOWN AS SHOWN GRAMTE HOMES 900-05-005 1 D - -cc G M A0001i SMMM* AM REAM TW PUL"M MROMOUNW I-__- = pr - H: - V: - m FM !!t� P1 T"E M=_ REVISIONS COUNTY - .3 , I I I I I . � I , E NG*4EE R ES 19-5196_;�EXP. 9-30-07) DATE Y/V/ 1�_ I I - - - - - - � - - � - , - � - , , I - I I I � __ ; 7 : I � f I A, C3 W. w - I - r- iR I - 1 7777�7 __ U I Z7, 9 ' m ' ��_�_' � -r.z- t.� c" I I ' ' f,-iuo I I I I I . I . � 11 _____ ; i I I � I ____ � ____ I - I I ''I 1 1 11 11_____ ,__ I I I � , I � - � f , :1 I I ______ I I - i I � I I I I I i � ; I I . I I : I I i I : � : � I I � I i . . . . I I . � I I I . j ! � , ! ; I I I � I I i � ; � I ! � I I I I � I . I I r z ; � I i I . : I � � 11 4 ; I I I I - I I I i I i . I . p t I I L I � f I � I i � . I I � � I � i I : I I � I � I p � I L I I � � ; I � . : I , ; I I I � I I � � I I / I � I I r ; I i . 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I - w PAD=1 4-95.7 - mow6l�� I r I , I ­ ',� i I ,�, I ', 1 I : � \ I 1 9+87.00 S"L DR.= [ : - - (��) -Alwoft- , ,, 1, 1 2+75.58 BAI I E DR. i 1; .11 "\-�,_ - _ ___ _ _ - 13 � \ . 1 -8" FLG'D TEE � 11­___________ ___ 0 TF_ __ . .....�� PAD=1 498.5 TW LAK WTEM " r ___ - I � I I _____ 1 7' __� 1 1-_. ­ ­ - -_ - 77-_ - - - I � _____- __ .- .- .­ 12+9, I . STIKET -�- -FtRE HYDRANT 2-8" FXH R.S.G.V. (N,W) � . I . ; I __ I ___� �_� I IL � F.H. 1 -8" FxH ADAPTOR (E) I : L3 - - . --- �j a =BLUE PAVEMENT 14ARKER . I -_ - - I - . � ______ __ : . 50 � 10 - - 1,11 I I - -_ � 8 PVC, C-900, CL- .�__ i 11 I - --_�- I I ) t � i _ p I - . I -_ . I - RANT PAD=1 491.3 � � � - -,- PAD=1 501.6 13 W/ CL. Iyp!iw_1 I I . I L2 - - 12 1 , __ - 14 1 - 1 1 1 . � - , I 0+00QQ 50 I . -, �, I I " DR.= I � I ! � I __ ______ _ _______. ____ ,_ _ _ _ ____l__ T ---. -- ___________ __ __-__- - I '-< (s) 11.1 I Ql_ RDINO .. R. MARK .R LOCATION , 12+88.58 13ALLARE DR. I � � -_ " -,, T I w . -0-+- I 1, I/---- _____ ''---- "I I i i 34 0 + I ­ __ - - _­___ 11 I ,�,, : i I -t- / - �__ - . 1� i i -_ - i I - 7,3 , I " 15 PAD=1 51 2.4 ! � ., I I I i -81 ! � I I . IZ I PAD-1 5,06.1 1 ! � � ho . 1 lQ+06_.Q 5919 QR - -_ __�___ ­ I ll� I i 1 1 +�2JW __ ----_, �l I ; 49 1 1 � M " I ' ,Q .- . -, - - I I 1, I � I ____t-si PAD=1492.0 I I 12+94.58 RALLARE DR. M.H NO. 7 ____ I 1 16 17 . I ; -_ I I : I M.H NO. 5 1 1 ,',, "", 00 i i i � PAD=1 510.3 rl) I � I� " PAD=1 511.7 ; I I ; 1 43 1 3+ .t. 3 ,�, �, 11, N Q i I � I . PAD=1 495.7 M.H NO. 8 �,'I, 1__�, i I 35 1 1 � -1 L " to M i I li 1 i 1 i 1 44 + i PAD=1 51 2.8 CURVE TABLE 11 PAD=1 492.0 (s) ul d : I I TAMENT '.1 I � 42 1 'I-, ­ ,_.,_,­, i 16+59. W" DR.= CURVE DELTA RADIUS, , oliqT- K , I I � ,__ - ; p : I '' I�E� BALLARE DR. , I I.g � _�_ - �; 4 I 1 14+52.70 04AND"40 DR. Cl 191" , �13.0 L� o 10 1 5 . PAD=1 500.9 1 1 . , ' , . 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I I OCCUR ON ALL LOTS, M M.H NO. 9 I I I � 36 - LINE TABLE . - ____..____.___,__.____. ......---------.--- LINE BEARIM LENGTH I -,---::L ___________'7 , --- - --- - -_ - -_ - --- - - -_ ------, � 1 PAD=1 512.8 . RR I 40 - _______ -, __ - 1,I I I I I . I p , I . Ll _ g,qN'2011E 1,01.00 I � PAD=1506-0 - 15+Z9M il I ! I 16+7g.38 SOLE M= , - .� ,39, INUS \ .: i: 14+65.70 GIARDINO, CIR- - L2 _ NO(752'47"E 146.57 (@) PAD-1 508.6 M.H NO. 1 0 1 17 I I I I L3 - NW52,'47"E - 1�5=__97 . - SOLE DRIVE (9) 38 // It: I . . , p" S'EAL-COUNTY COUNTY Of' RIVERSHX I : i I PAD=1 51 1.0 . . I G L I . 111110' .1111 , TRANSPORTATION DEPARTMENT GRAPHIC SCALE / I� 1: . . 1 A 4, 1 37 1 D I . I / . 14AAAA %ov 11 ar . APPROVED BY: 40 0 20 40 . 80 160 . . / . PAD=1 51 1.1 I I I I I I I ­ --- I ­ I � - � _ ­I ...-­- 1. � ­� � DIAL rao W ml ­ , , ­ I I I 1 . I - ---___� �4__- lil k"-1 I A KFORE I I No. 33M ,o,P-il.4-A.4 19 111104 1 � � � �11" I_mmllll� - 0. 00 t. r I . I i I _ Y(XJ DIG 'bit fl(HAL�;KA. OT)%k4vp.E-"6,% - 1�1 - I ll� _�, t.0 __ o1WaW,()6_3,0_ _ DATE ( IN FEET ) 0 . I I TOL Fm 1-400-227- ,� E 6 11 ...�,5395 . JM 1 inch = 40 ft Dip. . � I I - . A PUBW 29NOW W I <nmp%h.--- -.%,-, .-J-41oc- b I I MDEPWROUND SEN41M ALOtt I � � --- I I REC6ii��D -_ DATE I I I � . IP05015,3 � I I - I .1 I I � � � . I . . I � NOTE: I I � MAW DATUM: I.D. w � WATER AND SEWER APPROVED BY: SEAL i ­ �­­ COUNTY OF MVERSJOE I A W-ORK CONTAWD WITHN THESE PLANS I EASTERN MLJNtCIPAL WATER DISTRICT I :Aw"""w" , -,I_.:11 DEVELOPMENT & ENGMEERING, INW44C. W 1:"BENCHkVAK OW SET IN TOP OF M44.- I 1. -_ I 0 "I _ I -1 =v"%w9 al i Im. pwo GROAM OF 1 S.A: 41 / 33 04 %iALL NOT COMMME UNTIL AN i I PLANNING AND CIVHL ENGWREERMG FW wm m mmmlw urkm mR vs wmam Tm%Voawft& TRACT 28206-F ' 00 ENCROACHMENT PERNT AND/OR A I * ct 0 1/14 A 4�L 5/-*/o (, I ­ 1 3536 CONCOURS STAM, SWE 220 OMM, CA 917U To I Poomm mmemom. : I I � I W.O. 11-344 N , GRANNG PERMT HAS BEEN ISSUED. lZhk E*G#*EFR OF SUDONMONS DATE I I I (SM) 581-7212 PMW (9%) 581-7217 FAX 1 4$WfU&k STVI.M ATER IUMVEMENT P,LANS C.O. qqsm 6 i" I I I I 11 411� rw. 6" 0. 0FmN6p%oZw%oTmk'X . ".. = .. THM: ft" fs mmmmma MR - "T14 DATE 0 0 - 218M, PM8 146/1-26. ELEVATiON OF 14M, .53 FM, MM SOLE DRIVE I . COORD. .d-1 _ ` - I AS"NO rKE ACMNV= AND AMMOUTY OF TW DMIlk NOWIN I I PROJECT BiGNEER _ , :�� 529471i 'LL 9-30-W - I I I ­ � . r I I I 11 �_ I , IN TW e#W Of 000ROMM AM= NM COUWY ftMOML M - I -1 SHT. 4 OF 0 "M TK CONSMICUM TW PWAX 8*=M *VU K NESMMU DATE 13Y MARK I APPR.1 DAT]EAPPROVALS 11 I , "' I _4e5�_�_-_ ___ - -- 4-74-0 if- SCALE:AS SHOWN, I AS SHOWN FOR: W.O.900-05-005 � - -5 -cc MR DEM&O" M A0Cffwn%Kt SOLVIM MO IMOGM TW PUM CoUt4� 11 � - ��v Ty FW !!=M W ,T,K� I EWANEER REVfSJ0NS � -_ i ! I 11 11 WANUEL DE JES 7 1-iRFRCE #19� (EXP. 9-30-07) DATE H: I V: GftAWTE HOMES I D - 3 f'/ y?. w ,M=_ - - 11 I � I I � �_ I , - I . - - . - . . - , � - - - I__ -1 - *E! * *�to � _!_ I - - , - I I i - I a- I I I I I ; .­ i . I . I t . , - ­ -­­ z 4 i i- I / I . I . - � I . � I . . I � I I � � - I I .1 7 � : � I I I I I I . I . I ____------ -_ I I I . i I! ,I I I ql ,I --------r--7 ----_____ . I - I . I I f I � : . � . . o � I � z c f I I ; � � p t ! 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A+65.7a - .00 SIPPOW OR'= /9+75.17 AMARE CT. , I, 5 / M.H NO. 1 1 1503.1 0 TOP W.L. I � ! I 1 49'9.8 1 TOP SWR. M.14 W. 1 3 = PAD=1 485.9 10+06.00 BAILLARE DR. M.H NO. 14 - - - - r . I 1,N_ - . - I - 7W - - - tl() PAD 1485.3 M.H NO. 1 1 ___/ ­_ --lial -�, -r-_F-------L - - -a I I, __ . - " I I � I-, I I I [ _.,r - I I I 'A I I I , _____�_ ,� ____ _­1---�_- ___.__-____ _-1-1.- __ - . ­ � - - I - o. - - _____ - ___.-__-­ . - .- __-___-[- -1 �-- __�-1- __ _.____.___ - ___ I I r -1 I - 'rrr ____ � - 4) r I- - I ____ - __ 7 f I / - No,t L2 . I �j ; r i I : 12 14- (I I I ... . �.1-i L-1 - ,,,,low -I 14 1 1 1 -- 11- ____�I--1" II-_ I :1 -�______--- "I, / ; . po ,, I! PAD=1 486.6 -__ I I......, I // AN ---�:� - f .. ; I �,__�__ r"l I 1 15 PL LAJ -, . - - - �i:,=���� -:: I � � I 11 � I ___I---- I - (b . + - - -1 __ - +- __ - - - ' - _�_ I ROP. SEWER t 1A r------- 11 -1- �- __�� � . j__ ____ __ w It, An �� - u I 6'. ____ 71-- I I Ir : t L3 01".." , PER TR. 28206-3 11 IL_ LIJ �7_�l. I i I- \: ; - - __ _. �[ m w - ,A_/.r,/&`­­­` 1 1 1 11 I ! w I- � . � I r _____ -1 ­ �-- e I '.7- -- - - - __7 ,r 1 7 � X - ,.-'I-,--- � ­1 : - -11 r­­ ­_____ __ ____--- - ______I_ --- __ I- - __---__-- - ____- __ --- -----,-----__ _____-__ - �_/ , ,,, '"r 10 I - � ,­ - - I __ ______ - ///" - - - I " ! I I __ . . I I ____ I � - ­1 . -_L4 - b . - - I 11 I �_ - - I I - -4-- I .1 - ______ll ,I", -/I'- (un) - I \ , - - i 'It No". -� � �%. x _­ I I _L I - - - - PROP. WATER � -7 r 1-1 --,__ I I � �. 11 �% I .r," ____ \ ! I I 1 � __T DR.= 14+1 0 \ I , __ ___ - __ " PER TR. 28206-3 \ I 1� I I \ u) I � G��w \ I ------------ . I -1 � ....... \ I I , ___ , 'I, __ '.�l - : , 14+54. AMAPE CT. F.H. ( - r 2 � I� � , I Lwj -1- I I � � f.-: I \\11, ,I �) / It \ \ I � I I I L i 1 11 +56.89 1 1 1 1 M.H NO. 12 � i ^A , I I I 0,a i 9 \ , �, - X'ING I 1*+39.7 � I r w \\ � 3: V� \ - . - ­­ ­­ __­.r­__ __� ! . i 1- A.V. & A.R. I r i I 38 0 1 : ' 25 LW .9 .1 w I i 1 1+50-89 GJARD1W) 9!1.= 18 . I - 1502.60 DOT W.L. 1 ; / ; I 1: 'I- ___� i ; / W- L&j r I � I i � 1 14+48.03 AMARE 'T. (8-598) r i I PAD-1 51 1.0 8 __­_ 1498.69 TOP SWR. i i ; . I t ;1: 06 1 omtmo ; ; ! PAD=1 5 1 1.8 � 1 WTE: A44. "* T19AC,TS MW i ! � I . A I �o ff! PAD=1 4,515.6 0 . I , i , 14+§,5.70 qj� � I I � x, I : . , I r 23 28 10+000-00 - 1 19 DIR-= I . I 1�+61.,82 Wf Tft $04-ft 0�ml Y� y. � / 24 i : 53 � . PAD=1 51 1.1 z / : i 16+72.38 SOLE . REMOVE A.V, A.R, 8.0, I I I i I � I PAD=1 493.7 . I 11 I PAD=1 51 1.1 1 � ! PAD-1 494.8 1 / � I ! I & JOIN, -80.0 I I z ! - 1 -1 A.V.&A.R. (B 598) �: , � 17 1 PAD-14 1 - I F.H..(B-362) - i 11 - I L_ 1; j � I 1 1 q I � i I � I -1 I I I / I � PAD=1 51 1.7 1 A I 1 J� I 11 1: 27 AMARE CT. I fammmol- i if. I PAD=1 51 0.8 SOLE DR. BALLARE DR . 8 11 aE�LEF I - )I 240 MT. 8 Pvc, C-900, CL- 44W� CL. OF ES I --- GIARDINO DRIVE SE E - 1 3' S/CL. W W LINE TABLE LINE BEARING LENGTH I ­ - - Ll _ SW29'32"E 308.81 SEW r) "m SEAA--COUNTY COUNTY OF RIVERSIDE L2 SW-29'32"E 156.89 " ­ , , D A L n 'l' I . .I I I TRANSPORTATION DEPARTMENT I L3 _...__Na9-29.',32"w 465.70 GRAPHIC SCALE CAUTION: HIGH PRESSURE WILL LNE TABLE .A.AA A 0, - ''I�� . A I APPROVED BY: 1 4 i 0 0 20 40 80 I 1 160 OCCUR ON ALL LOTS, CUSTOMER LINE I BEARING I LENGTH DIAL 7n "Imilm -0 I � CURVE TABLE m lei immili �w UfRED L4 I SOO',52'4-7"W 1 178.77 BEFORE sm somm Nm 33M I CURVE I DELTA I RADIUS I LENGTH ITANGENT I -m w �� I � mm# YOU DOG � I M.-I&I on I 64 I KHALIED A. OTHMAN, P.E. 6% DATE Cl 1 20"16'04" 1 287.00 1 101.52 1 51.30 ( IN FEET ) ___ - __ I Tau Rm 'qq=0Pr' I-000-W-2M KINP . - R.C.E. 33950 EXP. 06-30-JW 1 inch = 40 ft. . � I � � A PUNX SBRIDE BY -, . - - I ---M-,-- -5 e 4's-L& 4a J� UNDEPONOUND 30"m AUNT ­11 -- . RECOMMENDED I - - DATE - I - IP050153 I � -1 I I- I - � 11.1 . 1. I - � I I -_ I ­-, I'll, NOTE: WATER AND SENER APPROVW BY: SEAL I M60K I)Allwk COUNTY OF RIVERSIDE I.D. 13 // U-1 (o I � Oft- A usm mom*W Z31 1: BENCHWAK DOW SEr IN TOP OF I I I m y WORK CONTAINED WffHtN TMESE PLANS EASTERN MUNtCtPAL WATER MSTRICT l- - DEVELOPMENT & ENGINEERIMv INC. 11 � %-oor I - ." MewimEw, STAMPO Z311 ISW PUM BXW*M CIF 133&34 S.A. 1 IL=� far Nam a.. momuseff uwzw m* G" ELAW"m "wal"m p -00 SHALL NOT COMMENCE UNTIL AN I . I G, T llffillllr�mw mm PLANNING AND CIVIIL EN004EERING m Pmum soc"mow. TRACT 28206-F W.O. 11-344 V114 ENCROACHMENT PERWT AND/OR A \_&.k" (a. _ukjc� J14 i 3536 ODKOWS SWW, SUNE 220 ONUM, CA 9-17M - I . I no §913104- 1. I suiumm: GRAD04G PERWT HAS BEEN W". = OF SLODN00046 DATE � (NO) 561-72t2 PMW W 591-7217 FAX I ji I Wl 2ftFL41W WINE SEWER AND WATER IMPROVEMENT PLANS c.o. 9 q5M ,; W Q Cka% , I "TiAL DATE It ft 65M 'OF' 1406ppoLl mW AM .d- I T14E POWATE IENGINIMIR = = KAM is REIPONSWE FOR I I I I 214M, MR! 146/1-26. ELEVATION OF 143&53 FREEUT, PN40WMVD GJARDINO M. & SEVVER ESMT. I COM- 23/ D / -1 ASSUMING T14E AWUMACY AND ACC8n)WUW OF 7NE DEWW MOON. PROJMT ENG04EER :�57 - ri" 9-3047 IN TK MW OF MOREPAHM ARIONG Al'IM COUNTY PfqqWWL OR DATE 13Y MAW APPR., DATE APPROVALS - I I � .1 , 4_aw_l* SCALE: FOR: W.O. 1 5 OF -5 10 DURING T"E CONSTRUCTION. 1WE M40E SNOWER SHM.k K RMON11ME . I I I I I .,��!�_ . " < r * I I - _� - ftAm , % I AS SHOWN V: AS SHOWN GPANITE HOMES 900-05-005 m ENGINEER REVISIONS COUNTY , MANUEL DE JESUS GONZAd F 1. 9-30-07) DATE H: - -I - � - - - - - _i - - � I , . � * _. *' I . . - 1�4, -1 / ); I - - t- !�ii* -I It I - 4z ii_� ' df. __* I I , im� ;_ I 0 49 1 . MR DMIRIMMING AN ACCOWBMU SMUFM NO IWWAING 7W' , . _r �7'r, .. /�". I "I I [ D�- � FOR ,S-PROVAL W M 90§� I . - �_ I i__ I I I 1 y1f.3 ... I`-_ � CO N OF IVE SIDE 2003 THOMAS BROS. PG 868, F-5 NEWPORT RD. T ACT NO 8 06 GRADING NOTES ' LA PTEDRA RD 1. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, CHAPTER 33, HOLLAND RD,OUGH G ADING N H AS AMENDED BY ORDINANCE 457. � � � A 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OF FILL IS 'L r. _._ ....._ _. .....,. - .� ...�- - a a a B IY z %� aka a LESS THAN 10', 2% IF CUT OF FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL � � � �� � J BE A MINIMUM OF .02' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP """" `"- """' -"' "-" '"" cs OF CUT OR FILL SLOPES. Y 53 z a .� ... �.. .... �. ..� ... ... ... �. �. a x 3. MAXIMUM -CUT AND FILL SLOPE =2:1. CRAI AVE.37 LA ' ' 5 6 7 8 9 110 11 12 13 14 DE tENTI N 15 16 17 18 19 20 21 22 DETENTiO 4. PROVE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 4 N BA 33 36 OVER 5' HIGH. � \ PROJECT 1 � DETENTION 3 � 23 34, 3$ � I GARBAN RD 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS x _ �! _ _ I � 35 CPRIMAR ACCESS ENGINEER WHO SHALL CERTIFY TAHT ALL FILL HAS DEEN PROPERLY PLACE WHO 39 SITE Ty SHALL SUBMIT A FINAL COMP ACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 1 t 23 114 113 24 134 133 13 131 130 129 128 127 126 125 124 25 27 - oc 21# 1 v� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT \ 212 25 28 WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE 12x 1151 112 1 29 32 44 i APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION 213 30 , VICINITY MAP SHALL BE TO THE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 214 210 136 137 138 139 140 141 142 143 121 115 111 82 81 8Q _ _ (NOT TO SCALE) 135 144 79 31 41 fi SECTION 11, T6S, R3W 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP � 2oa 209 CUT OF SLOPE. 215 120 1� 117 110 78 1 42 _ SHEET 145 77 INDEX 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I 217 208 �>! � `' 75 75 202 9. ALL GRADING SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY '`�� � 216 218 207 ,� 255 146 109 83 43 n TITLE SHEET 1 -- 74 DETAILS AND CROSS SECTIONS 2 > 254 ._... _..... _.._ --- �"1'g "- 73 �. ROUGH GRADING PLANS 3-11 SOILS INVESTIGATION BY LGC INLAND, INC. DATED MARCH 1, 2005. TWO SETS OF THE � 201 I FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY 1 - �, DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND -�- -- P 147 219 253 11w i 71 CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 1 86 70 69DESCRIPTION RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 223 2os 25 t 48 149 150 1 gx 107� 85 LEGAL 252 45 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT ' 199 222 221 22o I 87 g8 A PORTION OF THE EAST 1/2 OF THE S.W. 1/4 OF SECTION 11, T6S, R3W, SAN LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE I 224 204 WOMI _� BERNARDINO BASE AND MERIDIAN i 1 258 - - 4s INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT - 67 FINAL INSPECTION FOR EACH LOT. ! ' 198 251 11. CUT AND FILL SLOPES EQUAL TO AND GREATER THAN 3' I V ! 250 93 92 91 90 89 APN #357-150-007 N E 169 1s8 �° 88 66 DEVELOPER: VERTICAL HEIGHT SHALL BE wi GRANITE HOMES PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FORM EROSION AND #97 1 225 242 OW ACr t70 167 1 so LEGEND: 2 PARK PLAZA SUITE 700 INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL 'OF 232 z33 23a 235 FINAL INSPECTION. I 19g { 249 �$ 65 4 f, a� TP TOP OF PAVEMENT IRVINE, CA 92614 1 ` ag a Fg FINISH SURFACE TEL: (949) 250-9229 166 04 47 GB GRADE BREAK FAX: 949 250•-9231 ( I 226 241 171 48 ) 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN � 64 51 � �,r HP HIGH POINT 231 236 248 97 CF CURB FACE CONTACT: DORIAN JOHNSON CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. i ( 19s -•-- 1Q3 - FL FLOW UNE i 172 165 - --- TC TOP OF CURB 13. 1F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 2 230 237 2 24 'o --�e'3 52 55 56 FG FINISHED GROUND CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT 194 CL CENTERLINE ENGINEER: PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO f '�5 '"� •"- 173 54 -9� � 54 ~� TB TOP OF BERM PLACEMENT OF FILL MATERIAL, i 228 229 238 239 241 102 101 62 53 AC ASPHALTIC CONCRETE TGA DEVELOPMENT & ENGINEERING, INC. ' PE PAD ELEVATION 1181 CALIFORNIA AVE, { 193 174 163 EP EDGE OF PAVEMENT SUITE 101 B 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT � ( - ____� pL PROPERTY LINE {{ CA 92881 DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO - - - - - - ALLEGRO- - 1 � � R/W RIGHT OF WAY CORONA, 371-0264 PREVENT PONDING WATER AND DAMAGE: TO ADJACENT PROPERTIES DURING GRADING y TF TOP OF FOOTING ) OPERATIONS. 175 192 1 162 1 f /� Tw TOP OF WALL FAX: (951) 371--1365 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD 191 190 189 188 187 186 185 1 18 18 1�1 180 179 178 177 161 160 it r5a 157 156 155 154 153 61 60 59 58 57 / (36.00) EXIST. ELEVATION CONTACT: RENE GUERRERO, P.E. S• 176 35.00 PROPOSED ELEVATION I EXIST. CONTOUR 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUCTION 1 '�- PROPOSED CONTOUR PROPOSED BLOCK WALL SOILS ENGINEER ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY � ___.. � ___._ `�`� _____ � "`"" -`" """ "� �""" �� �"" •�'"` �"` `"" `-"` ____ -`-" "-- -` ____ �- ---� f .»T. EXISTING BLOCK WALL DRA!NAG "�-.•.--_"" �+` �. � � .�. 2:1 SLOPE s LGC INLAND, INC. E PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING I "�"" - - - -- - ---' - - -�- -�-- - -- - -- - - • - •- - -� • • \ Is CRANING OPERATIONS. � I � � PALOMAR ROAD L I PALOMAR ROAD \ _ {uNL . 11I�iCAS .,,QT EfRW E) 40935 COUNTY CENTER DRIVE SUITE A 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5 1 --- -- - -- --- --- •-- �oaesr-bn• J ; .; TEMECULA, CA 92591 ( ) SHALL 1 1 # ',f , _A - a TEL: (951) 719-1076 BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES- OVER 30' IN VERTICAL HEIGHT. INDEX MAP } I FAX: (951) 719-1077 I I I " ' m CONTACT: MARK BERGMANN SCALE: 1 -150 ,_; , , ,�� . 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT «, j t , ,.. �_;�..' CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE R/W R/W R/W REQUIRED, THE ELEVATION (WITH RESPECT OT MEAN SEA LEVEL) SHALL BE GIVEN. IF I + � �� R/W so' 50' EARTHWORK QUANTITIES N ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL -- DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 15' �' S' CL 5' I I CUT=344,000 CY FILL=254,300 CY i. 20 Is i ! CL 20' 1 10' SUBSIDENCE LOSS 10,700 CY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT #Q' 20' _ OVEREXCAVATIOY LOSS 47,200 CY s a g 9 , 1 i FILL SHRINKAGE 31,800 CY 12" ON CENTERS OR ANOTHER GROUND COVER. SLOPED OVER 15' IN VERTICAL HEIGHT, 2, PROP. CURB > PROP. CURB., 6 4 j IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS I 4' 6' 1 PROP. CURB,_ OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' 2X I f &12 UTTER 2% i 2� & GUTTER 2• \-y-,j j-�?- r 2 %� `2•� " 2• ! ..� (NET= 0 CY AFTER ADJUSTMENTS) ` X 2 � f & GUTTER _�... �. ON CENTER; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT �,•' / \/ ; ' ______ .__ 2X_ OIL __. .._...__�., q . / \ �,q ' _2%' 12" Z9e 12» ...�... \ SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER ,: / / /\ \ tw- ; 2�6.__ ., , ' ` �,�� , u.P.C., CHAPTER 1 a. _._--_---..___ � --- - �.: -- ���~�/ ��-. GRADED AREA = 3,477,000 SF (79.8 AC) .' SIDEWALK /// �` /\ //� . /i/� /i./i/✓��/.C�f/\�/� 1�\>�\�/�/.. //��/.\f / / / __-SIDEWALK ...: .y" 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT \�\ �'\\ \ / NOT LESS THAN ` ROUGH GRAD Lf� ' /� 1 \� //\ /� /�/\\�//�//. /�//�/�//�~/ j �/j\ ,�/� `//�//./( jam/% / / Y�\f. S'DEWALK THE ABOVE QUANTITIES REFLECT SHRINKAGE, OVER EXCAVATION, AND SUBSIDENCE 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. `l=` SIDEWALK �� \�. CURB �/\ , �\��\��i\\i\�%\y \j/\/\ ' AS SPECIFIED IN THE PRELIMINARY SOILS REPORT BUT ARE FOR REFERENCE AND PROP. A.C-- TYp I CA L _STREET S ECT!O N ROUGH GRADE I I \ ' FEE PURPOSE ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD .-�r & GUTTER �s\'� OR MEANS USED BY THE CONTRACTOR DURING THE GRADING THE ENGINEER 21 NO OBS T R°1CTION OF FL OOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOT TO SCALE �� , �� } r TYPICAL STREET SECTION ���� - `"� C ; . PROP. A.G � _ ASSUMES NO RESPONSIBIE.ITY FOR FINAL EARTHWORK QUANTITIES. THE ---.---.---._.._..._...___�.._.__ _....._._---._._..__.�__....___ .. ��� c� CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK �o NOT TO SCALE QUANTITIES FOR BIDDING, CONTRACT AND CONSTRUCTION PURPOSES. IF IT :�2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO R/W R/W � NO �yg95 �, COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 66' cs 07 `� APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE En;9-33 I CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE 23. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING �ar�iy ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE. * � I r , -- �:s: CONST. DATES. FG SITE ADDRE � - ��� AT 1--800-�-� 27-2600. 11' ` CL r ! 4'r CI�lt1- �i� 22 22' 1'I' CF C!► ��� � _ PE 28300 GARBANI ROAD � Igy: 24. PRIOR TO GRADING BETWEEN MARCH 15TH AND AUGUST 1ST, THE DEVELOPER SHALL S' g' i �a.p�P ��i�� t- ,I�'� �,, :., BEGIN: NOV. 2005 PROP. CURB +�„ s' 5' 1 MENiFEE, CA t���« r, r_:.; _,,:�,t �,�,,.�t, END: MAR. 2006 THE ENGINEER WHO PREPARED AND SIGNED THESE GRADING PLANS HASCL PROVIDE CERTIFICATION FROM A QUALIFIED GEOLOGIST VERIFYING CESSATION OF RAPTOR , --_ _ " & GUTTER PROP. CURB, ;.,�,� ; ,;. �� i s° �� VERIFIED THAT ALL INFORMATION ON THE DRAWINGS IS CONSISTENT WITH THE NESTING ACTIVITIES ON THE SITE. IF ANY ACTIVE NEST ARE PRESENT AFTER AUGUST }.._;' & GUTTER `�--! �/ f;r ' C� 1ST, GRADING AND TREE REMOVAL SHALLL BE DELAYED UNTIL NESTING ACTIVITY IS .ki _. 290' ' ; t2" 2X 12» 12 STORM DRAIN PLANS APPROVED BY THE RIVERSIDE COUNTY FLOOD CONTROL Z 2 RA COMPLETED AND VERIFIED BY THE BIOLOGIST. % / ".,. . . ...' _ � x 2 ._-- �_._.__ �. DISTRICT (1 37-0-3-8118 & 137--0--3-8119); THE STREET PLAIDS APPROVED E \\ \ \ �q` SOURCE O F T 0 P 0 2 4-- HOUR EMERGENCY CONTACT BY THE TRANSPORTATION DEPARTMENT {IP050145, 050146, 050152 & QM ?:• SIDEWALK /i�!�\\��\ .(� / /i/,/�/� .� . /i/%!/,\ !�/jam. /; i./ /i/ \//i/ � / \,\/\ \ S'� EWALK �1' 050153) AND APPROVED TRACT MAP, INCLUDING CONDITIONS OF APPROVAL. � W D I D : 8 3 3 J 3 0 0 6 3 4 ; ROUGH GRA L / THE TOPOGRAPHY IS BASED ON AERIAL GRANITE HOMES PROP. A.0 ---� PHOTOGRAMMETRY BY TKC, JANUARY 2003 DORIAN JOHNSON I P 0 5 0 1 459 I P 0 5 01 46 , TY _ICAL_ STREETSE�TlON.. TEL: (949) 394-1258 DGRO5087 IP060152, IP050153 0 NOT TO SCALE � NOTE. SEAL SHEET NO. WORK CONTAINED WITHIN BENCH MARK DATUM: COUNTY OF RIVERSIDE � H N THESE PLANS SHALL NOT COMMENCE UNTIL AN Uscs MONUMENT z311: BENCHMARK DISK SET IN TOP OF CON 'T��l` 28206 MONUMENT, STAMPER Z311 1938. POSTED EI£VAl10N OF 1335.34 CV ENCROACHMENT PERMIT AND/OR AT DEVELOPMENT E L.OP M E NT & ENGINEERING, INC. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER � 00 `�$�' PLANNING ENGINEERING CONSULTING TO PROJECT BENCMARK. N DAL TWO WORKM ROUGH GRADING PLANS - .. I PROJECT BENCHMARK: o BEFORE GRADING PERMIT HAS BEEN ISSUED. a 1181 CAUFORNtA AVE SUITE 101E CORONA, CA 92881 1 1' IRON PIPE WITH TAG RCE 14232 FLUSH AT CENTERLINE YOU DIG YOU Ow THE PRNATE ENGINEER SIGNING THESE PLANS Is RESPONSIBLE FOR � NO, ���� (951} 379-0264 PHONE {951} 371-13fi5 FAX OF MENIFEE ROAD AND ALBION LANE PER PARCEL MAP * LOTS 1 -258 OF 11 SHEETS Z � 21838, PMB 14fi/t-26. ELEVATION OF 1438.53 FEET. NGVD 29 � TOLL FREE 1-8(10-Z27-2S00 BORING THE ACCURACY AND ACCFPTARLITy OF THE DESIGN HEREON. Eft 9- � FOR: W.O. COUNTY F- IN THE EVENT OF DISCREPANCIES ARISING NG*4 COUNTY APPROVAL OR J P- O SCALE: FILE NO. 9�s A A A PU8liC SERVICE BY DURING THE CONSTRUCZtOAf, THE PRIMATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE IVI�- Q UMMMO OLM �RVICE ALERT FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS C DATE H• AS SHOWN V: AS SHOWN GRANITE HOMES LL FOR APPROAL BY THE ��• ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZALE , RCE 195 (EXP. 9-30--W07 }- R/W 6' MAX. HEIGHT PERIMETER WALL R/W R/W PL PER SEPARATE PLAN R/W 6' MAX. HEIGHT AND PERMIT PERIMETER WALL 20' COMMUNITY TRAIL PER SEPARATE PLAN 10' 10' 6PERIMETER WALL EASEMENT PER SEPARATE PLAN AND PERMIT PROP. PARKWAY PROP. PARKWAY 10' PROP. PARKWAY 91AND PERMIT I 12' 10, 10' BLOCK WALL 2" MIN 2" MIN 2" MIN COMMUNITY TRAIL 2" MIN 2' PAD 6' 6' BENC 2' y 50 \ 4:1 / BOTTOM OF BASIN BENCH 12 19G_ /./ /\ i \ 2:1 CURB & GUTTER MAX. .::._ .. 2:1 2 .•.•-• t. . :.�_ _ MIN. PAD � '`.•.,..4, � . ��� _, OPEN SPACE MAX.� ,. '.� � t ,.. � 4" (MIN.) COMPACTED ' PROP. 6" / CONC. SIDEWALK DECOMPOSED GRANITE \ CURB & GUTTER CURB &PGUTTER PROP. 6" COMPACTED SUBGRADE CURB & GUTTER DRY UTILITY TRENCH s s s s �s s� GAS, TEL., CABLE AND ELEC. SECTION " A-Al" SECTION B - B NOT TO SCALE NOT TO SCALE SECTION " C-C " SECTION " D - D 99 NOT TO SCALE NOT TO SCALE PL 6' MAX. HEIGHT PL R/W PL PL PERIMETER WALL 6' MAX. HEIGHT EASEMENT ON a AND PERMIT PL R/W SEPARATE PLAN 20' COMMUNITY TRAIL 20' COMMUNITY TRAIL BLOCK WALL 6' MAX. HEIGHT � PERIMETER WALL PER SEPARATE PLAN WALL BLOCK WALL PER SEPARATE PLAN 2" MIN AND PERMIT 12' lot 10 12 t lotAND PERMIT 2' BENCH 2" MIN COMMUNITY PAD COMMUNITY 2' BENCH 2" MIN NATURAL GRADE TRAIL z" MIN TRAM. 2"6 MIN 2' BENCH NATURAL GRADE PAD 6' 6' F� ' 6' NATURAL GRADE 2:1 vl 2:1 / ax. CURB & GUTTER--., \,�\ \� , v, MAX. 2:1 \/ / / \ PAD \ \ \�\ CURB & GUTTER -.+-- PAD MAX. /� \R"' \ \ ACCESS ROAD \ \ 4" (MIN. COMPACTED " / ' DECO(MIN.) GIB .\ SECTION " I-I - H " \• T• �• CONC. SIDEWALK DECOMPOSED GRANITE CONC. SIDEWALK A � � \ DRY UTILITY TRENTRENCHTEL. COMPACTED SU93ME DRY UnUTY TRENCH COMPACTED SU�RADE / / / / / 41 NOT TO SCALE " " � GAS, , CABLE AND ELEC. GAS. TE!„ ss AND ELEC. !SECTION G—G r\/�s BOTTOM OF BASIN SECTION J -• J NOT TO SCALE NOT TO SCALE SECTION " E-- E" SECTION " F'-- F`" NOT TO SCALE NOT TO SCALE t ✓ `�i'Y� 16' PL PL PL TRACT .� �� BOUNDARY PL '( X =` PERIMETER WALL PERIMETER WALL HEIGHT �� PER SEPARATE PLAN PER SEPARATE PLAN AND PERMIT PAD AND PERMIT INCH ACCESS ROAD 1' BENCH PAD 2' BENCH 2 ! NOT TO SCALE PAD 2:1 2" MIN 2;1 / PAD 2;1 s MAX. MAX. / /h /� / \ MAX. NATURAL GRADE 2' \ ,� \ 3'1 N HEW HT 2 2.1 MAX. . \�\\/ /�\��\ \�\�\ OPEN SPACE \ BOTTOM OF BASIN PER SEPARATE PLAN \ \ / AND PERMIT \ /HOA MAINTAINED PAD MAX' \ \ PAD \ NATURAL GRADE R \ 01N SECTION " I -- I " �} i� SECTION " Ll -- L1 " SECTION " M - M ': SECTION L—' L NOT TO SCALE NOT TO SCALE NOT TO SCALE SECTION " K— W9 NOT TO SCALE NOT TO SCALE R/W 6' MAX. H iff PL W I N FEW ti' MAX. HEIGHT PER SEPARATE PLAN S P I LLWA'Y PERIMETER WALL L EPA i'_ '" r. AND PERMIT {} r NOT TO SCALE PER SEPARATE PLAN AND PERMITL;y� j ; �t t ilKLa4f{�ii L'f✓�} PL PAD oFESS/ 2 CT M�OU� PL QA ON9 D 1 ��& 6 8S Jt a,3��t L I t `Q 13OU PL O J us�i c� 2' BENCH ors =� r, PARK ' t ��,� °p �� t'? ti,1''.� �'it t7 ,_.:� �,rf j•: a PERIMETERWALL q No.65195 m m PAD PER SEPARATE PLAN PERIMETER WALL 3, MAX• 5 MAX. HEIGHT Ezp:8-30.07 ti n AND PERMIT PER SEPARATE PLAN PAD �� PERIMETER WALL `r, NING WALL MAX. / / 2" MIN 2:1AND PERMIT 2 PER RETAISEPARATE PLAN PER SEPERMPARATE PLAN * `�* MAX. OPEN SPACE., \ RETAINING WALL ----�- AND PERMIT " `�� CfYI� \ 3 H KLIAff4M WALL 4.33' PER SEPARATE PLAN ' T 2 MMN �CA�F ACCESS ROAD ; /�` /� Z PER AND PERMIT 3 tTO WALL \ . AND SPERMITTE PLAN PER SEPARATE PLAN PER SEPARATE PLAN PAD \ ' / AND PERMIT AND PERMIT PROP. 6" f 4:1 � CURB & GUTTER f\ \ Z NATURAL GRADE 2:1 NATURAL GRADE 2:1 NATURAL GRAB \ \�W\ ,\ BOTTOM OF BON � MEOW\ AIMAX. / �\ SECTION " R - R " HOA MAINTAINED HOA MAINTAINED / / / NOT TO SCRL�'SECTION N - I�" � .\�. .. \�.\ / SECTION 0�-Q NOT TO SCALES ss 's 9s s� �� SECTION P-- P SECTION Q-- Q IP0501459 IP0501469 NOT TO SCALE NOT TO SCALE NOT TO SCALE IP0501529I P 0 5 015 3 a N T - BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. to WORK CONTAINED WITHIN THESE PLANS SF—AL USGS MONUMENT Z311. BENCHMARK DISK SET IN TOP OF CONCR t:) D1 t .R SHALL NOT COMMENCE UNTIL. AN MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1=.34 TRACT 28206 ar ENCROACHMENT PERMIT AND/OR A T ADEVELOPMENT & ENGINEERING, INC. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER ` ■ PLANNING ENGINEERING CONSULTING FO PROJECT �lCMARK. 2 04 BEFORE a" sum°�L PROJECT BENCHMARK: ROUGH GRADING PLANS GRADING PERMIT HAS BEEN ISSUED. 1181 CALIFORNIA AVE. SUITE 1018 CORONA, CA 92881 1 - IRp�,� PIPE WITH TAG RCE 14232 FLUSH AT CENTERLINE C7' C No. 6M95 (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE ROAD AND ANION LANE PER FWCEL MAP NO, T Q z YOU DIG ym DIG THE PRIMATE F3V6MIEER SK;iViNG THESE PLANS I5 FOR 21835, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29 LOTS S `25(, 10F 4 .1 SHEETS t-wl ASSMNG THE ACCURACY AND ACCEPTABILTIY OF THE DESIGN HEREON. R�` 30-a�� ' �� �� —�—' IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR SCALE: FOR: W.O. COUNTY ca DATE BY MARK APPR. DATE '� IY1.�- _/ —�' FlLE N0. 945 AA A Ptl811G 8E7tVK 13Y DURING THE CONSTRUCTION, THE PL6VATE arm Swot BE I�ESPONSILSLE H; AS SHOWN V; AS SHOWN GRANITE HOMES UNDEUNQ SERVI�f ALERT FOR pET�ltNNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROWAL 8Y THE COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30—OC)07 DATE � tw .,, ... . ,.K r N0'50'361E 'a 633.s4' Mr LID- \ggm CD If .! x t? �R` 1465.o1 V _ �, \ - , LAJ LJ Cb uj 4 4 _ _.., - GRADE BREAK (TYP} ' / 'P c `1 ._ r J 5 �" t �Q , , �'{ttt [' �, _0 ti.. qiL r a + f \ ` 1� r D r \ . = po i+ ! q .r '�S i 00 -7 1 OD OD i 1• , t r F . i ( ''\`,. t `` �•\� ,,,, 4 .. `.:, +•,, 9 . ' �? 9 �': ;., . i - ao / 5. ! w / ' . V D E T E/RT10 N �8 \ : ^, , y y8. BAS I N# 1, INTAINED BY�,HOA CI ca PAD UNE (TYP) ?Ef ;' .. , � 1 , 0.82' �G s5.00' {i5.00' �Fv 65.00' Fv 5.00' i •. Go CD P= ,, \\ �. ' SPIAGGIA DRIVE , % Pi SH 1466.6 , , f - 70.00 71. 59 72 69 50 �;L 00 , L }I h .�p1p C 56. � °S i,14n . 14 f .\\ r q. 13 132 131 3 3. u s , \ \ � �5.5 21 1 ` 6 pp t ; I t 1• j, \ +.aJ r_ ��' \ _ \` , f�` / L..:'• V � \�V'K • � /f i: j o e Ik a # if z.s5 14♦62.9 ��� ;''' '`/ 21 2`n �, �� •s L1 r SEE SECTION L1 14s3.7tm� r \> . i/ _. ON SHEET 2 �} Tc- ° co i {{ 2. JCS. roc T J \ r v'. ,� .�, Aj ,`�• .� stj� 20 1#46 80 1 /W, r J C J e c 2�, e c '. 1 -� 146 ) / n, .1 ` 1 T i .. FG G ;s ~ G 71. '' v 69.50 F 71.00 3. 2 T u C. 1464.9 j._ ,` 0 70.00 `s Fv > uj ' `; 7sr 85.07, ti I ���1/ � ' '� '/ •� �O T r 3j e ,enjs. i f, � � to �s � fi.9 o, 6 ...-...... I - 0 f s p 210 \-PAD LINE (IYP) V ' 137 . , 1464136 r ti� r' FS-GB 1466. 1tI,. °` 151.26' W 13 5 F � 3• � _ ; � .2 FG TC-BIB ' 14C203 •64 t _ , • t• �7 ` .2 _ �-_ `` _��.___ __.. - �, ' - ', _ �� � PAD LNVE ('[YP} 1 , , m cclo � 209 �_....__. �jg,� , � , 7 ,, moo• � � 71 . •,� a o► �8 1=1.4.1'2+ 116.25't 7' ` f _ : O� S fG j •Gb. �.1& •3 � �-: � ., - 1 '` ,� t�-�-�o' s.� ': -_, 7.3 Rio '� •..�._�" �1a ���` . `'3�• � � �, � � F. t� I �`' 1� ,,� ^ •4\ �Jl �• '' �`•<Q!_ (`ls 44 _,y' I v 2t •� 3 �¢ �F \ 08 2,17 • w ,,_• _. •� �. , > 69.7 '. Q� - ,\p�` i� ��S �'3i.a� C`sIN=� t�i `�c- ••.1 , .� Gh . �0 1M39 C� _I,7 7.8 '+� \ > � f G g �ry 123.23' �`ti36 �1�� ` A7 i S, j 1' n1 '� V ' Q• `C L ,g ,� , rt p.�•L o o 1 t J t 1 + 4 i �•a i i 7 ' � 's � \ `+4 �., �� 1, _.. ....-.. .. ��r111:..,S7C1��� /tl�6rl�pa �+ ,F AN i ` 9 2 1 8 "i�%9�1h,f �,lJ, f „ ' f , , l , Set Ix 69 .9 4 1 106.68' 3.62 y04 1} 3 t.,. l f' A f !1� /� \ \\ _-_._L ', ••T , :t • ' /Y` 5 4 ...... ! i •� ` Q U G ,� ti I S E 'S ECT N E 1 < I;ess r a G y FG _ .. Ro ,� t 2 SCALE F ET 1 z `,r ►, / �' "qcc¢'� rk��°� r- •9 0 3a 1 ( € \ ON, S�;H E ET 2 •' -y ��/, o- �, 10� "'` �G I► z _ ,� Ito, 7Q G' 1 �C �� _... No.65{ y f ' t 0' � s o 7 C? 5 bom 0-0 R� :L a i CtV11. '� C ♦3j G 9 /- - I P050145, I P0501460 SEE SHEET 4 IP050152, IP050153 NOTE: BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. ua S�� USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCR WORK CONTAINED WITHIN THESE PLANS MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34D1 T TRACT 28206 SHALL NOT COMMENCE UNTIL AN DEVELOPMENT & ENGINEERING, INC. FEET NOW 29. MO"EN'T UTILIZED FOR GPS ELEVATION TRANSFER00 DAIL ENCROACHMENT PERMIT AND/OR A 'h TGA P LAN N I NG ENGINEERING CONSULTING TO PROJECT BENCMARK. 3 N PROJECT BENCHMARK: ROUGH GRADING PLANS BEFORE DAYS BUMM GRADING PERMIT HAS BEEN ISSUED. 1181 CAUFoRNIA AVE. 5UITE lolB CORONA, CA 92881 , i» IRON PIP WITH TAG RCE 14232� FLUSH T �NTF�UNE O YOU DIG You DIe THE PRIVATE ENGINEER SIGNOW THESE PUm IS RESPOND FOR d �' 65i98 (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE ROAD AND ALMON LANE PER PArtC1°L LOTS 1 -258 OF 11 SHEErs z �• � 2183$, PMB 146/1-2&. ELEVATION OF 1436.53 FEET, NGVD 29 � TOLL FREE 4-80C-227-2600 ASSURINC THE OF DISCR AND S ARISING A OF THE DESIGN HEREON. * Ew 9-30. �. FOR: W.O. CQ111V7Y V IN THE EHE OF DIC THE PRIVATE AFTER OOIINTY APPROVAL OR DATE BY MARK //-© SCALE: FILE COUNTY Q Q A I=uBuc By DURING THE CONSTRUCTION, 7HE PRIVATE SHALL aE APPR. DATE '9 �-'IVI H. AS SHOWN y; AS SHOWN GRANITE HOMES { LY uN�o>:xgR o SERVICE ALERT FOR DETERMI VG AN ACCEPT SOLUTION AND REVIs"THE PLANS ENGINEER COUNTY MANUEL DE JESUS GON�AL S, RCE 65195 (EXP. 9-3D-98) FOR APPROVAL BY THE; COUNTY REVISIONS , 7 DATE • SEE SHEET 3 tOs•ss 3 ... 254 t , < i a Z•j \^. i �y i... 1 �� •� j• �� �a:3? '� `•., - , ' ,yam• ,4r� L\ i 4 ! .D%'' ,r - f_�t►� $� O,`D ,O� .... .._-._. V r ' h r , , 20 t tc TO Y 5 �• V 1' ' •3 ,� , �G ? •� f 132ac f 2,0 2 5 6 el , < . , i 106.25 l _ ----, — / r+ 1 �% _.. > �ct 4 ' ., J � = , �_�_; � � ,� `., F FALL: COT, f�d ,._ ;, 1 „ g '� r�, ........ , 253 , 1� , t - , , 89.50 < 147216 , s 65.E 118.00 .,. t F �; _ f `e i /' _ : �1058 �<< � € C %' r° r 4 y 252 7 .8 € SEtA SECTION j Eapt 5 } - F / i \ > 2 9 r ►fit , j '` ii: l _ t SHEET` 9 I iO4.50 .. ( f( L �0 I4�(f 2 69 .7 7 2 I 3. aRI f 1 i f $ 22'i.' ' cn Esc sra t 1 -251 05,45' , ....., �._ PAD U t473:50 ter _.. . y 1 , i t g. ,� � rn' 7 !k3 C l.3 y 7 3d• i / i ', ` `. .. '.. ... ..r.• .... w ,' ter.. "ram a' r- { , sr ,7 8 65. illy _ �$• 65 00 .gyp • \rtl,to Cl , �c > : tt.. u7 1 1=713r !� o ,, c� k , , , L DR : ateZ• R - o°c .' - ,' f '� � •``hV oA 100' VC ti C DEC.! .. f 1 n U I '. , f '`. 1474. 5 t- <.,.. ; s (� , •rr.rw..n,n,. .. .. . .�, s. .•.•. .,.1 pp/� M Q p M r 7 VO.W' -_ W' Z77V . V' r/t. 7472 142\49 ! 1 Q ;:,. i �V / r, �w� ..warw� .�� �� �..� _ 14 ,y r 9, `'` t` ' PAD LINE TYP 225 , I, 33 _ 235 4• _ _ , : , _ s . � - 2 3,� 2 •�`�4 , , , .., c, ` a u i� :j 4• 1475.1 4j 1oa.6 LINE ( } °� Q 2.2 2.9 _.....s 7 4.2 Fc .��, Tc Fc �4� 2 4 9 . �" CJ np ! 7 t , 7 , ` SEA SECTION F E ON ,' HET 2196 103 ti )v , 71 .8 t 1 • r rtl s 2 �k W 152- 136.83' f r C i s �ts1 ' ,7��0• ��Q• > W) g5 241 i 1I?4.31' WVO) \Z t > 2(� , I f 24s i , ' 50 ?10 10' 2 236 7 30' i a> r I � - v f 38' 1 _ 1 ' 20 20"' lot L 5 78..7 30' 3Q , � 77.9 Q i y 195 I �c `,5�� 50' vc �' 'l-u . , {{ � 1 AN j J {. 2 4�, �' � •�°c 107.11'` 1476.33 7¢ c , !` '>oa'1 .n > 110.25' II rC 7 C 3 180.04 -1 ,1 110.00' INNER >1, ��° 8a Z �i ' '�.t1 >. l '� sOc CMG r/ tlEt i r °t: Ga • SEE SHEET 5 � �r S � Z No.65195 �o �ITr Exp.9.30.07 � SCALE IN FEET r ;a * * 0 30 60 90 120 CfVtl. �t 1 P0501 459 I P050146 � I P050152 9 I P050153 c NOTE: SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. to WORK CONTAINED WITHIN THESE PLANS USGSM°�';'"'sT %3 BENCHMARK o°sou SFtEv'ATwN TOP OFF�a3s3a �` �" $�Q� C14 Do'. E--------T SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A TGDEVELOPMENT & ENGINEERING, INC. MEET NGVD 29. MONUMENT LmuzED FOR GPS ELEVATION TRANSFER pp DAL Teo `av PLANNING ENGINEERING CONSULTING TO PROJECT SENCMARK. 4 N GRADING PERMIT HAS BEEN ISSUED. , PROJECT BENCHMARK: ROUGH GRADING PLANS BEFORE DAYS t �n YOU DIG YOU DIG �' 1181 CALIFORNIA AVE. SUITE 101 B CORONA, CA 92681 1 4" IRON PIPE WITH TAG RCE 12 FLUSFI AT CE RRUNE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �• (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE ROAD AND ALBION LANE }3ER PARCEL MA NQ. Z * � 21838, PME 14fi/1-26. ELEVATION OF 1436.53 FEET, NGVD 2J LOTS 1 -258 OF 1 � SHEETS � TOIL. FREE 1_ _�— M ASSURING THE ACCURACY AND ACCEPTAB A OF THE DY Ap HEREON. Expo 9— FOR: W.O. COUNTY U IN THE of rANTHE PRIVATE AFTER COUNTY SHALL APPES � DATE BY MARK � o�_!�_� SCALE: Q A PUBLIC SERVICE BY DURING THE a�oN, THE PRVATE EN(IINEER SIfALL APPR. DATE 9 rIV11- H: AS SHOWN v; AS SHOWN GRANITE HOMES FILE N0. S/ga >� UMIDERGRQUMQ SERVICE ALERT FOR DETERMINING AN ACCEPTABLE SOLtM NI MID REVISING 7Ht PLANS FOR APPROVAL THE COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZALE , RCE 55195 {EXP. 9-30 } 07 DATE I— SEE SHEET 4 ' ' '501 , 38, 30 - - 3 30 1Vf9 � 20 2 e 7 ✓8 1 � 1 u , f20 CA F Ma 03.001 v 3 r¢� AA 14 107.11' .33 110.25' 0 & p . ' r A ­70.01 Aw 227 103.92� /" { :�/ `"' 230 237 240 t 247 ro, 78.3 15 10 78. CL. N 194 m \k\ j' i IA 9J6 I I f1 J1 PAD UNE (IYP) - Z 73.2 1 110.667 91 . LJ 110.00' 11/0'00' 107.35' Irv,115.43' uj 0 pJF ,: SEE SECTION > 246 0 N SHEET 2 1 -9 A 41 228 229 239 C> N 8 0 1 238 tit �*2 01 -4, 1 - - I co Al E SECTION 30# 1 011 Ar 20' 10 0 77 Lij SHEET---2 1471.81 s F VO 193 L I -8c 100.43' 5A 70.00 -w Z 9 101.29' m 87-W IF ev X6 - IF -7 RIr/ t tv Cc k Z 0 C r. 1.03% //BELLEZA COURT 2, 03% 1.03% uj 4ir F 14121 $1 cf) j *f-1 ,zra*,� 30.77' --j4 65.00 1�.00�.., , 65.00'65.00' 65. 65.00' 65W 65.00' 65.00 65.00' - LZ42. OwQV PAD UNE (TYP) ............. "t-92' C) t Ix/ 18 r4t. 181 182 1 4 183 189 186 185 f0b- 1 8.T 188 191 190 1.0% (�.D4 !10 79 .8 9. 1 c Ei -E GWE BREW (TV)TV) 77.8 74.4 75. 1 FI: 75.8 A Z: Ep 4� -4 IN, x /IX .4'0 ®r x > sr � )-e 65.00' 4 A #G 1483.2FG 1472.2FG I QQ.OFG j .......... -14 4 t FG ------------- 1.20% ------ 0.68% 05�00 0.68% " I .& - ; V� ,0 I_ , 1, - -1.1,� 70� ---0.48% . 48% -AN 0.52% '""m 0.54% 64% 0. 0,60% 3 1478 Ll 471 OON 1482.12 Ll 4ki 1482.63 1482.99 O' - Ll 479 Ll 481.4. EP -E-P EP EP EP EP EP EP A beywi.,1A nn, EP EP N=1477.&' N 1482.351 \114 \L -2,6U7 \L191,04 \L1 4 714778 ��689 (1481.631. J-4-7-8.3a \&14�8136 AC AP AC AC,,; AC AC AC AC AC AC AC .56 AC AC AC .............. .... ...... . .. ............. ....... ------- -A ........ ......... ........... ....... LOM v .................. z......---------------------------- ------- . ..... ..................... .......... ...... ................ ........... ------- .............. < ................ Ej AQ�pPP a- FESS/i Ri-ViOl"iEC.BY `KYUNG-Y-­-.;-E`- 0 p J, No.6 19 W m Exp*9-3W may- SCALE IN FEET CINV 0 310 6.0 9 k 0 120 c IP0501 45, IP0501469 L M IP0501 529 IP050153 0 NOTE- SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. to USCS MONUMENT' Z311: BENCHMARK DISK SET IN TOP OF CONCR RT WORK CONTAINED WITHIN THESE PLANS MONUMENT' STAMPED Z311 1935. POSTED ELEVATION OF 11335-54 TRACT 28206 CI-4 SHALL NOT COMMENCE UNTIL AN DEVELOPMENT & ENGINEERING, INC. FEEr NGVD 29. MONME14T UTIUZED FOR GPS ELEVATION TRANSFER To PROJECT DENCMARK. C*4 ENCROACHMENT PERMIT AND/OR A TGA PLANNING ENGINEERING CONSULTING 5 DAIL Tm w0jacm GRADING PERMIT HAS BEEN ISSUED. PROJECT BENCHMARK: ROUGH GRADING PLANS BEFORE 1181 MFORNA AVE SUITE 101B CORONA, CA 92881 1 " IRON pIpE WITH AND c; ALM 1423 FLUSH CENTERLINE YOU DIG YOU No. M95 - LANE'P N0?NE :z (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE ROAD AN THE PRWE ENG&REER SIGNM THESE Pt is RespoNsax FoR 21838, PMB 146/1-26. ELEVATION OF 14.36.53 FEEL NGVD 2.9 LOTS 1 -258 F -1-1 SHEETS TOLL FREE 1-800-227-2800 AMRING THE ACCURACY AND ACCSwPmff OF THE DESIGN HEREON. ;p 9- 0 A PUIXX SOM 13Y IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Em SCALE: FOR- W.O. NTY q5m 0 APPR. DATE cou < UNDERGROUND SERWOE ALERr FOR DETU64NW AN ACCEPTABLE SOLUTION AND REVISING THE PLANS - H. AS SHOWN V: AS SHOWN GRANITE HOMES FILE NO. m DURING THE CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK v FOR APPROVAL fff W COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZAIE§: RCE 6-5195 (EXP. 9-30-05)6,7 DATE 14A541V 1476-6(OMMN 0 1473,Z4' 1470.14TW 1469.20r- 1 V j"" 1469.41TF Now 'qmlm�' (1470.6EG) 1470.1 FG (147(�G V, RET. WALL 587E1469. 1 (1 71. 330 65 00' 1.11 " . 476-604 7W- 511- 1475.26TF -v Ik- 1474.5FG 1476. 1474.597 y V 1476.6FG 1 j_V -1,47 ti_ 16ke 147i6FG 1476.wu 147 1477.6ft 0' WX W&L REr. WALL CY C-4 13 kyCN - - 2 N 0 0 18 10 12 17 DE 'l 5 Lu 6. 16 �q LLJ Ld 82.7 w Ld ui 6- _" w - 717 Q17 6.6 co V) K. N ig Z�5 W 7 6 78.7 LLJ TAIN it B! GXF 11 1 o cn . 21 W 2- '_11 2: LEI 0 (D (4) X/ ` FENCE - ------- PROPOSE f. Cl-WNUNK�Fp>C AREA DRAINS PROPOSED ENCY PAD UNE (TYP) ON THIS Ldt, ev .9 Af 73.00' -5 L=15.69' 7. 73.00 od A 4a 477 4 65.00'_ 65.00' U- cs 6-95�11� 6.5.001 65 00' >/4 65*00' ol 4 T I 2 Ir Rl_ CA 1 uul ---------------- lk� 1.57% �K C/F LEW SPIAGGIA DRIVE Z uc )�3\r,,3 10, F 92.42' C:L C14 �A Z_ ....... I T�-------------- 00' 71.00' 70.00! A& -61.07' 7.Z_ 70.00' 69.00' 69.00, 72. 14 .8 y k =7 F • I % X "J 11/ Nip. 82.8Cri 131 32 130 129 128 12-7 126 'OK 12' - 124 atv/ L ).D5 77.0 ( 77.5 a. 77. 1 76.8 107.42' N Lu Fc 0 103.00' uj LLJ (Typ") LLJ PAD UNE Ld to cn 115 Li zi cn :7 9 122 > ......eg 0 j x I I - - f - :1 69.00' 69 69 77.00' 71.00' > 70.OW 001, 70.00' 69.OV ul 72.00' 8 3�49_ 71.00' fllj� 74.73.00' 1\7 67.000 N > .._ I ol 17 107.42' ...... GRADE"BREAK Oot 103. ............... tt of 7JAIE"(190) 138 X/ "D30' ui 139 140 141 142 1``43 116 w i0s 20t 20' 10 w 6 77.4 U) 144 84.9 ti t P9 UNE (TYP) boll .7 Nhw 107,42' C4 00 INN, 67.03' Na 4.89'y,, 22.12! 46.89 71.00' 9D 50.701 60.1 V1> 475- c- -7 1 '= - k A > oo� "44 8 ST. WIDTH flWWON17 -4 1----50* V.C.v -1,�rG' ov lop120 c:l x .0p Gd io� - OD N - 8 N A 14 5,�', ( 86.0 ) A. . 1.46% AR4 1.12% DRIVE LUCCIOLA 010 148451 99.52' 94.45' C, Tc AIP P R,0 V E 167.0 RF�4 101.26' i �kj -4 to be- a fo,'.&-vi-4,r)pnov�-r;ii�,y \kl 8 ien 0z' f c'-v 0 s")f 255 146 • < ---------- ............. 119 118 0 1 0 wo z Lu a SCALE IN FEET Exp:9-M-07 • L= 71' y :1 74?7 Z11 �'/ I\ 0 30 90 0 Ix I No.66196 0 60 12 V) LLJ Ld BC 50# VC CL 2f 2Y 0 140.21, '_"l 47 0/1 133.00, PARK 2 5 IP0501452 IP050146o 1 .5 4GR 33# _7_5.4 ��SEE/ tHEET -14,-:r n_ .-IbAl 33' IP0501529 IP05ID153 v NOTE: SEMI BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. usGs MONUMENT Z31 1: BENCHMARK DISK SET IN TOP OF CONCR WORK CONTAINED WITHIN THESE PLANS z3ll 1935. POSTED ELEvATION OF 1335.M ]L4E -.R SHALL NOT COMMENCE UNTIL AN MONUMENT, STAMPED R OPS ELEVATION TRANSFER TRACT 28206 00 DEVELOPMENT & ENGINEERING, INC. FEET NGVD 29, MONUMENT unLIZED FO ENCROACHMENT PERMIT AND/OR A A To PROJECT BEXCMARK. N DAIL m wordam T PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: ROUGH GRADING PLANS 6 BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. 1181 CWFORNIA AVE. SUITE 101E CORONA, CA 92881 1 1" IRON PIPE WITH TAG RCE 14232 F CAT CENTERLINE c; YOU DIG YOU DIG a No. 65195 (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE ROAD AND ALBION LANE PERUPAW EL MAP NO. Z: 7K PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Folt 21&38, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGMVD 29 LOTS 1 -258 OF 11 SHEETS TOLL FREE 1-800-227'-2600 ASSURING THE ACCURACY AM ACCEPTABNAY OF THE DESIGN HEMON. 6el IN THE EYW OF DISCREPANCIES ARISING AFTER 0OUMy APPROVAL OR EW 9�-3"0-01V lool FOR: W.O. COUNTY 0 A PUBLIC SERVICE BY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL 9E REspoksoz DATE BY MARK APPR. DATE r I SCALE* FILE NO. UNDEROWUMD SERVICE ALERT MR DETERMINING AN ACCEPTAME SOLUTION Am ftmsw, THE pLqS H: AS SHOWN V: AS SHOWN GRANITE HOMES FM APPROVAL SY THE COUNTY. ENGINEER REVISIONS MANUEL DE JESUS GONZALES, VCE 6 DATE COUNTY 5195 (EXP. 9 jr /(174692 !16 r (14 71 1 DT� 4 . 47 3EI 7G) 7100 0776 7 7, IA 26.37' 7, 77 1 Ic 111 1 vqlt SEE SHEET 6 . i 7 33- T12- 50' VC 4 ( 10 22' 2V 7" 17 ol is,�o 25&- PARK ...... .......... �6 140.2l,"" 3 1 1 1 147 > 'r V 7 133.00' 7 .4 1 .5 ACRES z 'l 14 - I';133 33' 22'1 l'i 22 0d fit 100.00' Magill 0111410 z pol.g 4�sx 131 45$ .45 .......... 111.12' 18. 1474.2 152 166t 150 151 Q 0 33'! 331 82.8 22# 11 8: 48 x 75.8 f4?4 PAD LINE (TYP), 474-Z dA3v Im A 97.12s 67.42' r.67.W 67. 73.00 G _0 3 rdl czt FG 2 5 ,,'rf�t r, .3.5% Nan 7 v V; rG ve 4,00% Z A D R I V'E` Ile' 100, ve 6' 0.60% SPERAN 100, vc, C31 C6 /4. C) 14?8 14 ........... ------r- Ci ---- ------- FG d 04, . . ..............6. 100.31° 97.00' 76.00' 7, 1479.55 da OZ uj L IL SECTION 16� N 106 cn CL i b 1% 169 UN SHEET 2 168 'r cs - CD L) C) U) )�\Sr, ap LLJ .50 93 , 6 r Lul LL- 7 N X- ui • 41, 79' w PAD 'qNE (TYP).-..e oe, MIA J 167 SPACE '.. 170 A91 0 P 6 rov ��8�. 6 LIJ 2.0,z.,,AC 37 -Aw co 249 ca 77.3 14 .7 Z- 148 1.86 4K % 71. 1.07 14814 1485.0 166 FG 84.0 1482.24 .0 CAL -5s V 12.46 is Ll% 80.04' 19 1:79 103 Ic t-EC T0.01, 172 Ap Q; e 1 .63 247 GRADE BREAK ------- 21NE PW) .................... 81.94! 71 :z x6rx APPRCAT'n CL K, UNiC' Jesus SEE SHEET 8Ltf = i ''F No.651 5 (o fn EXP the:W-07 SCALE IN FEET c 0 30 60 90 120 IP0501 459 IP050146s IP0501 529 IPO50153 o NOTE: magemoom SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO, co WORK CONTAINED WITHIN THESE PLANS U= MONUMENT Z31 1: BENCHMARK DISX SET IN TOP Of CONCIR D T mowmENT, STAMM Z311 ISM. POSTED ELEVATION OF 1335-34 TRACT 28206 04 0 ---- ---- SHALL NOT COMMENCE UNTIL AN DEVELOPMENT & ENGINEERING, INC* FEET Nm 29. MONUMENT UPUZED FOR GPS EMATION TRANSFER 00 DAIL m womcm ENCROACHMENT PERMIT AND/OR A TGA PLANNING ENGINEERING CONSULTING M PROJECT BEN1CMARK. 7 BEFORE DAYS BIT= GRADING PERMIT HAS BEEN ISSUED. 1181 CAUFORNLA AVE. SUITE 101B CORONA. CA 9 PROJECT BENCHMARK: ROUGH GRADING PLANS • I�`MEIR&EPIMZIT H L,442 NJWS PACAT �MR YOU DIG YOU DIG 65195 EL O�INE 0 THE PRIVATE.ENGINEER SONIM THESE pLMS IS RESPONSIBLE FOR d (951) 371-0264 PHONE (951) 371-1,365 FAX 0 AND Z: TOLL FREE 1-800-227-26W ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 21836, PMB 146/1-26. ELEVATION OF 1436,53 FEET, NGVD 29 LOTS 1 -258 OF SHEETS IN THE EVENT OF DISCREPANCIES AROW AFTER COUNTY APPROVAL OR I A PUBLIC SOME BY DURING THE WNSIRUCIION. THE PRWATE ENGINEER SHALL BE RESPONSIBLE DATE MARK SCALE: FOR; W.O. cou UNDERGROUND SERNM ALERT FOR DETERMINING AN ACCEPTABLE SOLLMON AND REVISING THE pi*a APPR. DATE -01,''i I�I I Z=nlz� ;;:2� < L�- - H AS SHOWN AS SHOWN FILE Ty w MR APPROVAL BY THE OOUNft ENGINEER REVISIONS COUNTYMANUEL DE JESUS GONZA4 RCE 65195 (EXP. 9-30-0),97 DATE v GRANrrE HOMES COUNTY Q��AA � SEE SHEET 7 j 80 h, N 88 �.I r FG e 3p 2Ct C _ � A""-' s• f .63 F � kv GRADE BREAK < LINE ) 108. y � r 3 164 l I -- �� ..� 0 2 2� t . 244 r 0 _ . - _._ t _. 83.3a -� -,_,-._- . .. �, ` 86.4 82 6 f' '�' ? 1' •c c 87.9 f. 1 ;�i 1 1483. ' . f •f IG�G � 116 C77 �. .�..� ." "` '"'"" > �' •. ` `..,. ��G .� �FGro -dj�.. ....... 70.00' c y Ll• i ' I 3' 5 ��p• `' - 58.13' '� -3 � 8 ='�. ab��,, _ PAD LINE (TYP} I483.5 cv <76.00' -- �. _ r : , $ 163 FG sc3.44 _ : -- 3-- -- , lick o \ �_��• PEN SPACE 74 1� y\ G Q 1 .6 ACRES , � �. � ._.._ ,.__ __. _ °'� ' � _ _.. R^�+� 6 3W r M�w ; •6� 1� �� ~� `` t•,i ? ' DC `i 1 7G/b 1 ' <O f i ......`.. r if ` ��V G i Q•,.�NL Lt w -' - ' _;too' vC - , i � 4 `, � �= �' - N C > ESA•�' ti� BEll.. COU�T ,2 � ,. -~_, I 11 , ' �1 V 1/ , y '` 65.00' r..... 64 7' (! ` + /" 0 , .� E=2 •?p _ ;, cc ' F s3 1 =17.87 .15 '>l 66:00 cd. �p e'c i` .�. *: .�41 91 t 6D' `� ✓ 7 J` i ` G �G .+. 41447, v.r � 87 ,�.: L.L� - M L v SECT10,N J _ l 1 : r C _ . r , �\ SEE SECT�O > 0 T�Aes 2 t` '�� '� GRADEEAIc ,� ON SHEET j 1 H E T' 2 ,(trP85.3 ' .r i� 114.86 7 _ 1 5.9 s . s. rr uNE �• 177 N R (4 R •(w� 1s - h 'r , .: `'� '` ECG •\ ��' r i l f . t R`El .. `i • i EFFF i i ,1 A�r.\ f - - •, _ f � .ice , _ ; . &�I.4 � .. , r „ - Iry ,,' fir- F � 65 00 G . t ;; • '• ,`,-� _. � � �S � i.,,, '', �* 's� �F'��_.��,- ;L' !, _ 4 • 6'6.00' -_ • 69.00 , .� _ G , .•, • -.'^- a<- s` 'Y : :: f ...., � 'f•�... i ..._.__,..__._ ._._-•. ...-u._._.-„-""'"-.._,.,._. r'>-�_."'c�•-„ .,•._y\ f; � t _ '�-.___...._ �.n W�wil..71•b.,"�wrw. �wn Q� . �.,� Qaa 4 .:_..�+-.tea^«a._ >z 1483.2FG _- 483.SFG 1484.OFG 1' 1 4:4F r. ''...�,. 1�#84. 6 _ ... -__.w_.._ _..._. ._._ M1488. - .11 , 0.6896 0.58X j t.< _ :.,.•�'..... ..._._ .._. _•__.__ 1-•- -F -'-----' =- G . �_., ��.-_. _- 4 9 8, 1`I 0.58% - 12.63 �1 2.99 c �� .3 c 1486t `� 1483.91 ` `� _ { 2�I �' c^ 1 13 1485.38 1 75 14�.0 - 1486.39 `c• 1486.79 0 1487.Q9 c• 1487.33 c i 487.68 ` ° B s 484.5 1484,9 f l/ .� EP w EP , EP EP EP - _ EP AC �j gp� ....',f s, 6' ' 1486.3 �' i JO j 986.97 � 1 7� t �� 107.56' 1487.9Q L �.�L! 1 4i 3.5 i c 1 AC AC AC AC i.., %' 's •� AC AC AC AC AC A�' 1 TC .J AC : � n n PALOMAR ROAD . ....-- _ _. _......__._..__, _....,......... 1. ...:._._�__..,_.._._..._._ ._...,., ..._._..__ --_-_...,....__-......._,.__., -_. _._..-w._-.__...._..._.- _...___._-_-- __.__.._ .._..__..... _ .. _ ' s , i i; : , n 1 f 3 , 1 .n.;ul IS J`<.+ C,;7.Y.J a.' - �pQ fiestas�,y�CFs 1�7 '- WO,65185 -' V t`Ft i7i'i 1:39� f -t it1Y tit i. ._• L.ir * SCALE IN FEET cr4 ! 0 30 60 90 120 c �• IP0501459 IP0501469 IP0501529 IP050153 NOTE: SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE a SHEET No. USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF coNc TRACT 28206 WORK CONTAINED WITHIN THESE PLANS DEVELOPMENT & ENGINEERI'NG, INC. MONUMENT, STAMPED 7311 1035' POSTED ELEVATION OF 1=.34 FEET NGVD 29. MONUMENT U11uzED FOR GPS ELEVATION TRANSFER D R T SHALL NOT COMMENCE UNTIL AN TGA PLANNING ENGINEERING CONSULTING TO PROJECT MCMARK• g N 00 ENCROACHMENT PERMIT AND/OR A ,� PROJECT BENCHMARK: ROUGH GRADING PLANS oAIL DAYS BOVE GRADING PERMIT HAS BEEN ISSUED. 1181 CAUFORMA AVE. SUITE 1018 CORONA, CA 92881 1 1" l N PIPE � TAG RCE i4232 FLUSHCA7- NOUNE O BEFORE 1 z a No. 65195 (881) 371-0264 PHONE (951) 371-1365 FAX 218m. IPµs 14466/1�2s.E�NATIONN OFF 1436.53 FEET, NGVD 29 LOTS 1 �"2�$ of S SHEETS YOU I� � = � � THE PRNATE ENGINEER SIGNING THESE PLANS IS RESPONSNRE FOR * V POLL FREE 1--A00-•27J-2800 ASSURING;NTHEE THE ACCURACY AND ALA ARISING Y OF THE y Ap HEREON. �_�1, CJ L SCALE: FOR: W.O. COUNTY Q A PUBW SERVICE BY � THE CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPOpRovAL NSIBLE APPR. DATE ExP 1/I � DATE BY MARK C UNDERGROUND SERVICE A EKt wR OETERFtNiING AN ACCEPTAt?�E sOI.u17ON AND REIASIFiG THE PLANS C H; AS SHOWN y; AS SHOWN GRANITE HOMES FILE NO 9y� �� LL FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS GONZAL S, RCE 65195 (EXP. 9-30-06)6)7 DATE 0 ------------ --------------- ------------- 1488.IZ[W1 i1§07,T4,TW; 1487.50TF i. ,1506.40T 483.5FG 1506.91M�.,. D I K ARK I 488,85TW 1487.75TW 485.80 A 8's k­ 1500 507 1 G 507F'-- OTF1 007F f4w. RET. "Ulm 1487.8FG Y\ '1491.7FG 2.633,64! 1,01 I.0 U, CUI -Arr -I'\"- %/ � i., 1.OFG' F WALL 5.30TF _-a 11 484,40TF 1489.007 A -9 A" A S W50-xi '-JD 77 38' f*ul z )k 71 69.59' ? iC 1488XG 151"1.2" 37 TG z 22 V) uj 11 EMERGENCY N SPILLWAY bi 91-6f 54­ 1.0% PROPOSED- Lid 1,j I H CHWM (V/) PROPOSED 0 j� CI`"LIW FENCE Ld FENCE ------ uj 40 124.12, i Sell if 33 3\6 K A 41 23 _9 .15 OIN H >tl SEE AM . 38 , vs­��MX VL-1 7' lop, GATE A C!lb ...... 87' ti V 122.00' G9 loos '35 I CQ .41' i4M.9WI 14 39 FG $ ��G 9. �' ` i �g1�C $ r�. Al 24 64� 201 to 7 113 It t.D6 C:L 4k eh N ' � w 39 PAD LINE:' w 26 mp) 110.77' 93.7 27 104.00' ?00 k b% VC • 94.8 8 25 u to _C P 30' fG INI; 98.4 112 88 1 30' AT 2 10' 20' of 811 mw/ -N ---------- 89. 1 < 65.W 75.82) 8 Lo 0 43.18 , 3,2 0 1 4b Ar "a oy I bo, �X 3-G > u 15 11­' 81 00 82 -41 93.9I. V3 LLJ 80 cj c; 92.8 IV g0" ........... PAD LINE L -j 0 79 A z gym �01 98. 104,00' jC 1 r ro 1 ir. � O � r ,� � � ( �.: I � , to 1K 4t.58 e ' f 40,60f f C/F 78 110 cni R I i I 3.50% 0 1 Ab 4 -7 200 0) h I vv U SOLE DRIVE 42 cj %0/01 Ct : 77 % 30' 1_30, 1 :=77 104.00' (IN"ell"I Z_D 10' 20' 10' -C co �w 9IX 43721" 75, 76 2 J' j A ba 1\ 122 71 .7 109 83 :z 43 Af 8 let, b 12 73 5,-a, z SF Is 9,30-M AF?�r 9, 141% 104.00r SCALE IN FEET 1 122 0 30 60 910 xt 4pi, 120 v 4 1-;-v 17 �6 biO Ot c111)W1't'11'!R,1)V�, �, :_,,s1.N_.,1 1po 501415`-�.��ijF`0501 469 IP050152, IP050153 SEE SHEET 10 1 IX NOTE: SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. cola WORK CONTAINED WITHIN THESE PLANS USGS MONUMENT Z31 I: BENCHMARK DISK SET IN TOP Of CONCR c:) D" RT SHALL NOT COMMENCE UNTIL AN MONUMENT, STAMPED Z311 1935. POST® ELEVATION OF 13M.34 TRACT 28206 CN I DEVELOPMENT & ENGINEERINGs INC. FEET NGVD 29, MONUMENT uTiuzED FOR Gps avATION TRANSFER co DAIL TWO WORKM ENCROACHMENT PERMIT AND/OR A A PLANNING ENGINEERING CONSULTING TO PROJECT K. 9 BEFORE DAYS BU GRADING PERMIT HAS BEEN ISSUED. PROJECT BENCHMARK: ROUGH GRADING PLANS 1181 CALIFORNIA AVE. SURE 101B CORONA, CA 92881 1 1' IRO C3 YOU DIG YOU DIG 6$5195 P IRO WITH TAG RCE 142.32 FLUSH AT CENTERLINE THE PWVATIE 80WEER SQNING THESE PLANS IS RESPONSIBLE MR cs (951) 371-0264 PHONE (951) 371-1365 FAX OF MEN E ROAD AND ALBION LANE PER PARCEL MAP NO. z TOLL FREE I-eDD-227-2M' ASSLIRING THE ACCURACY AND ACCEPTABILrYY OF THE DESIGN HEREON. 21&38. PMB 146/1-26. ELEVATION OF 1436.53 FEET, NWD 29 LOTS 1 -2581 OF 11 SHEETS A PUBIX SMWM Rf IN THE MW OF DISCREPANCIES ARIMG WTER COMY APPROVAL OR Exp DURING W CONSURUCTM. 'DIE PRIVATE ENGINEER SWU BE P DATE BY MARK UMN)WROM SMr4E ALgRT FOR DETERMINING AN ACCEF15ARE SoumoN AND REVp IESPONSIME I APPR.1 5 SCALE: FOR: W.O. COUNTY ,M THE PLANS AS SHOWN V_ AS SHOWN GRANITE HOMES FILE NO, FOR APPROVAL BY THE COUNTY. ENGINEER H: 9�SAA m /P�m 4D '14''TF 100 00 .9 71. REVISIONS COI INTY MANUEL DE JESUS GONZALES,""RCE 65195 (EXP. 9-30-06),P7 DATE F- SEE SHEET 9 6 57' 1, I QI t 20',� 20' 10. - � I - - - - 11 1" --11- t 2 3 . T-5 49 C ol NL 76 bo 11 .7 4 -re!� f: 43'' r I j 74 IA VIA Wor 8 .9 7, i ' 14� 304 IRV' 95.7 'o" UU 1490. '�' 20- n4 104.00, I '��I f 4' FC73 A& /f/l IT, ti oo 106.00' TC r/olk I >t 112-IW IQ 10 ► % 100' 84 44 92 59,11- ail A 1> A-11 ..... 1 00.0v *tc 71 0 Ld Ll 00 lKoo' 1276y Q 0 Vo Lo 86 19 70 6' 64 IS) 107 � ` -= _a. _.... � •� off, s cT ' 08.615114 C! / / �G. l� �, sm 21� N 85 '; 1 � •I .� � � t PAb\UNE (M) c�'Fi -Do 45 47.!u 91 .8 A u 4Q7 315% t i ar l7t A �tCTION; 04 SEE� � ui 91.00, 9 xp*� ON EET 2 8 w Tc CD C-4 I I I Ct • 11 N , 02.6�) 4,00% 4s,"r ve 149991 A�A I - r A-1, In504. • SPERANZA",, �' DRIVE 46 uj k;k� �342% C4 ....... ------ 67 �.3 150251 76.00' 75.111L 75.00' ,mac rrp 7 F.W' 67,95' `00e 7a qu PAD UK FM7 7r, k Cz 88 A 91 90 �9-2, 9 3, $9z v � T� � 'E� 1 .9u, 8 eo 6 "'t T503-28 U-649 909 93.9 -D9 $-z 48.3 V" 0412 Tc FC > 5 0 "- 75.00r 84.72' �V-77' [y%A' % )l v-- Elk X� 75.001 N>,(xy!'r�32 199.77' 1491. Z 1494.43 i LLJ A ni Tc > ......... 96 Jr 9 15., sus ......... Cr 49 :1e .000, lip ag 8 on 1489 -A. •4 I 1g89.8 00, 0 FG 4 .6 �o lu v Gm &�m 6 " 95. 1 UNE (7yp) 5.6 P 50, vc 3 94 97 J- IFG rl p pl,CA/ 'RFvlEl.?vl-c sv'_ G 89.6 DA 103 -' o z V�c�n' -:Q 103 tAo. .00 7 76.1 X z Aa- Tc—Bc 63 G ' f¢, Nt E t= • N I 108.74! 5 2 %,.. r. 14W7.82 (��4.7 A SCALE aN FEET 0 30 90 120 SEE SHEET 11 W -- I IP0501459 IP050146, IP0501529 IP050153 NOTE SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. WORK CONTAINED WITHIN THESE PLANS USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCR D ALE ZT SHALL NOT COMMENCE UNTIL AN MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1-M.34 TRACT 28206 04 C, DEVELOPMENT & ENGINEERING, INC. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER 00 DAI 7" ENCROACHMENT PERMIT AND/OR A T A PLANNING ENGINEERING CONSULTING TO PROJECT 8MCMARK. 10 c%4 B DAYS BEFOW GRADING PERMIT HAS BEEN ISSUED. 1 1181 CALIFORNIA AVE. SWE 10 1 B CORONA. CA 92881 PROJECT BENCHMARK: ROUGH GRADING PLANS YOU 1 1* IRON PIPE TA E Ay20&UpS&tLT CENTERLINE DIG YOU THE PRIVATE ENGINEER SIGNING THESE PLANS IS RMMNMSLE FOR c No. 651905 (951) 371-0264 PHONE (951) 371-1365 FAX OF MENIFEE RMAND AGIN :zl TOLL FREE 1-800-227-2800 ASSUM14G TW ACCURACY AND ACCEPTAWuTy OF THE DESIGN HEREON. w 0 21838, PM8 146/1-26. ELEVATION OF 14,36.53 FEET, NGVD 29 LOTS 1 -258 OF —Ll— SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Exp I t-: A PUS W SM4M BY DURING THE CONSTRUCTION, THE PRIVATE ENGoda SHALL K RESPONSfia DATE BY MARK 7v SCALE: FOR: W.O. COUNTY APPR. DATE GRANITE FILE NO. RCF 65195 (EXP. 9-30-05)---7 DATE UNOMWROUND SERVICE XM FOR DETERMINING AN ACCEPIAME SOLUTION AND REVISING THE PLAM ZA: ;21� H. HOMES FOR APPROVAL BY THE COUNN.- ENGINEER REVISIONS COUNTY MANUEL DE JESUS G0N7Al Fq" AS SHOWN V. AS SHOWN f*TAA F- 842 I - Z SEE SHEET 1 0 LINE (TYP) mum 1 14 -4 ; !!! 95. 1 f vc 97 94 r-0 89.6rL 103.00, 76.16' 70.39' Vu IYl leolk F— Tc-8c '71 j i 3 '�G ��6 •� , �s ��� '8 ��o, a {.. I 108.74� 1487.82 5 2", ,,, Tc 1 14.49' 94.7 I 71.49' 94.9 Ld GRADE bkF:AK- 00 % UNE (TYP) C) AL 55 56 Ll SEE SECTION d 10 54Crl ON SH�ET 2 2as 97.5 q \T. PQ� ' 101 V 99 9 8' CID 04 10 7. 62 FU 53 100011- 30# A 1< 10' 20" 20' 10' 7j:> ....... PAD UNE w .00 Uf- % • > 90.010 ct i> -OW 112.00' 76.00' 65. 9 \ lb 5* W. L 68 r c/*00 53.47' 14ft T — j4pt 01 7. oo L-4 Pzp N �X -3.56% c I I I., cj)!� 19V 4M, 1911 / -lei 100, vc k, 100, vc Z 43 AW 0.60% COURT X- ,,A L : G R 0 ci 1, /7'nj 'k e&00 66.00' 66.00' �eg, 66 70.00 9.37'66.00 66.00. z- 55.00' '7 55.00' "Z �77 �x (b PAD litc (.1 A ................. SEE\\SECTION ON SNFET 2 1158 1 A 00 7 15- 59 61 "1"55 154 153 60 30' 60, 11 8 8 ct 9 9 9 " 9 - CL 30' Il - 1 - C8ss 20' 10' 489. 1--------- lot ["'20' 0 92.4 - B C-> W ------ 5111 1-4-k-, LAJ C)00 Lei 0 UI LLJ Ld Ld %K 60.25' my 55X'�:�n 70.00 �v 1-21 .66.00�--- 66. 0 4 FG 1501��F 491 14993 1495-31 .5FG A xx 11 A A X&P (14*.821 0.64% lz --- -1--i—md1l 7/ .75% IN P (JAW 75 1 7 EP tp (1492. 41IR-351i & w !N w --"%T4—i41498. - ,--,(I Q 'r V� ---i-44% 969 -- ( 4 T497j E1443.5jg EP EP k1- - EP EP EP ' .I 13-81NI., I EP 2&U.9 EP te 4 WV470E WAM K 7A \L1497.3 (1488.831 719oa .20 \(1498-291 C AC ol I.A AC AC 'Ar AU AC AC AC AC AC 17�.76R� AC !;k % ........ R—ROACL— COUNT- t. APPI-4 nfrFEESS Rrl"V E' 'EFD DVI z No,66195 SCALE IN FEET Exp;9.30-07 0 30 60 90 qo C IP0501 459 IP0501 469 IP050152, IP050153 5 NOTE.- SEAL BENCH MARK DATUM: COUNTY OF RIVERSIDE SHEET NO. r-O USGS MONUMENT Z31 1: BENCHMARK DISK SET IN TOP OF CONCR A WORK CONTAINED WITHIN THESE PLANS MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 13M.34 TRACT 28206 0 SHALL NOT COMMENCE UNTIL AN DEVELOPMENT & ENGINEERINGs INC. FEET NGVD 29. MONUMENT UTIUZED FOR GPS ELEVAMON TRANSFER 00 TO PROJEOT BENCMARK. CN DAIL M WOWNG ENCROACHMENT PERMIT AND/OR A TGA PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: ROUGH GRADING PLANS BEFORE DAYS BEFUM GRADING PERMIT HAS BEEN ISSUED. 1181 CAUFORNK AVE. SUITE 10113 CORONA, CA 92881 1 is IRO D EL &EPT%�NE 41PE PIPE TAG L1A4N2E,320EFRL$SACAT YOU DIG YOU DIG; 65195 (951) 371-0264 PHONE (951) 371-1365 FAX OF MENI E PRUMAN z THE PWATE ENGINEER SOWING THESE PLANS 6 RESPONSIBLE FOR 00 21US, PME1 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29 LOTS 1 -258 OF -11— SHEEN TOU. FREE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESION HEREON. Expo 9-- 40 11 - mmwmmmmmmm� I-- A PUBLIC SERVICE BY IN THE EVENT OF DISCREPANCIES ARSM AFTER COUNTY APPROVAL OR DATE BY MARK - FOR: W.O. COUNTY (2 DURING THE CONSTRUCTION. THE PRIVATE ENMM SHALL BE RESPONSIBLE AP R. DATE r IQi UNDERGROUND SERVICE ALERT MR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS p SCALE: FILE NO. FM APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY MANUEL DE JESUS G0NZALES.`;RCE 6!r195 (EXP. 9-30-WO7 DATE H: AS SHOWN V: AS SHOWN GRANITE HOMES �5. 1 7 GENERAL NOTES : 1 . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY COUNTNI OF IVE SIDE 2003 THOMAS BROS. PG 868, F-5 TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBILITY FOR SATISFACTORY NEWP❑RT RD. COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. T ACT NO . 8 06� F LA PIEDRA RD 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 H❑LLAND RD. HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6885. A L � b- Pq o 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. ST EET IM OVEMENT LAN CU � 0Y a zbi o w � w r _j J > o f J 4. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT z Q IL IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT CB 4 Q�U� 3 7 016��� Q am CRAPAVE, AMENDMENTS. CB 2 10=10.0 CFS STORM DRAIN CDG3]M MO G3�HOF STORM DRAIN 10=2.7 CFS n° 100=18.1 CFS NORTH p��677 05 6©©3 C B 3 LINE »E" LINE "G" -APN 357-0015- 001 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE STORM DRAIN LINE "A" I Q10�5.3 CFS YACAN7 FAIRMLA1,K0 10=10.0 CFS PER TR.28206 CB 14 PER TR. 28206 WAC4M7F4RML�N0 STORM DRAIN PER OFFSITE STORM 100=18.1 CFS BASIN TO BE 1 LINE H PROJECT MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461 . DRAIN PLANS-MS4061 I BASIN TO BE CB 1 CB 13 MAINTAINED �100=15.3 CFS 20' EMWD BASIN TO BE PER TR.28206STOR�I ID AIN GARBAN RD I MAINTAINED 10=2.7 CFS /ALLEY- STORM DRAIN SEWER ESMT. MAINTAINED �- LINE N EXISTING SITE 10-10.4 CFS y�j�p BY VALLEY KK�� 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT I ' BY VALLEY-WIDE 00=5.3 CFS LINE F WIDE PER IfF�. I28206 SECONDARY ACCESS NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. STORM DRAIN 16.1 CFS OVER PAVEMENT PER ca LINE "C" .: COT. � I ' i I 77 LL T 1 2 3 4 5 6 + I 29 i - TRACT 22390 V) CB#7 I # L T STORM DRAIN LINE B 7 ---- --=L =__- _�- _ _____ -� ' Lpp I I I r -- ---- -- - -- $ ---- ----- EXISTING LD 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALL AND CONSTRUCTED TO COUNTY. STANDARD NO. 206 10=1 .3 CFS I 70 PER TR.2 206 SHEET 3 + ; 17 I 25 26 i i 30 T PRIMARY ACCESS AND/OR NO. 207, AS DIRECTED IN THE FIELD. 100=2.2 CFS , _-_- I _ I I I , ' PAVEMENT °L \X �� �� �- T �� I 127 �� I E I I BY OTHERS SECONDARY , ... ------=-- - - I8 I 31 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION ` _ I XLRRA G PAVING 6 i REGULATORY GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGSACCESS k 1 PCT 28206- TORM DRAIN ' �• , II ; ; 24 23 22 TO PROVIDE SAFE LINE D i 55I $2 Ig ' � VICINITY M A P PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT CB PER TR. 28206 62 ; ' ' , I 19 ; 32 I PRIMARY BY THE COUNTY. 1 10=10.4 CFS I ��i°�Q�����06�� I 1 I 20 I 56I $1 10I 11 12 I---ACCESS NOT TO SCALE CB 8 100=16.1 CFS 611 y.� , I - __+ --- ---- - --- ---- -tom I-,3 C SECTION 11, T6S, R3W 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING IS COMPLETED 10=1 .3 CFS i' A '� 601 4 5A OI - 14 ' ' 4INDEX OF SHEETS I Y I I 34 I a 15 I I TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 81 CFS I I , o - �•� � I I I9i � �4 + +�'� 1 17 I 35 SHEET N0.(S) DESCRIPTION 10. ASPHALTIC EMULSION FOG SEAL SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE CB#10 ✓I _ �.� } t 59I +5� 1 1 I 43 42 �,\ ' i I 1 TITLE SHEET ( ) 10=9.1 CFS I t SCOU1�f� • c I PARK ,I I I �8i I �5 41 -~~ � i 36 I- i �a / ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER 0�14.2 CFS 1 2 FELDSPAR DR. & PEWTER CT. PLAN & PROFILE z ' I ' �I ---- 1---- r I ----- a 3 ROUGE LN. (FROM STA. 10+00.00 TO STA. 14+11 .55) & SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 37 AND 94 OF THE STATE CB 9 I i47 39 , 38 , s STANDARD SPECIFICATIONS. 10=9.1 CFS •' I `t6 37 ENVIEW TURQUOISE COURT/PLAN & PROFILE 100=14.2 CFS - - , 1 SHEET 2 ' I wnY Q } L----- --� 4 NAVY SKY DRIVE/ PLAN & PROFILE 5 CORAL DUNE DR. (FROM STA. 10+00.00 TO STA. 16+15.85)/ ----- 11 . INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 AND 499. (MAGNOLIA GRANDOLFLORA, j" _ , ► A ► , ► ; I I 0 PODOCARPUS GRACILIOR, QUERCUS ILEX). .COPPER TERRACE-;rr, 10_CB#64.3 CFS �\ t ISHEET 2 I �.�` ✓,9 PLAN & PROFILE s y � ► � ► r r � r �---- J Q100-18.2 CFS I �� `���`Y9•� W • T STORM DRAIN LINE"B" OPEN SPACE ` 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. v CB 5 TRACT�6206-3 a z - EXIS PAVEMENT 10=14.3 CFS Q 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD - ►�, STORM DRAIN PER TRA 28206-1 r Q100=18.2 CFS�� IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND �t ' f �, v = LAT. B6 T v -- STREET CONSTRUCTION NOTES QUANTITIES MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 0 iT r^ 0i O CONSTRUCT 0.25' A.C. OVER 0.50' A.B. CL. II 123,677 SF/ 2,227 TONS/ 2,291 CY 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL a� s , , a I " " R > RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, f- v SORREL RUN CT. BRO� CT. - O2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER 5,817 LF r ► r rrr r rrr r rrrr r ► ir r rrr rrr AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING i ` ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF STORM DRAIN LINE "J" STORM DR 1% 1 O CONSTRUCT 4" THICK SIDEWALK PER R.C.T.D. STD. 35,602 SF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. I I DRAIN PLANS STORM 4061 LINE »I" _ CONSTRUCT CROSS GUTTER PER R.C.T.D. STD. NO. 209 4 EA 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE PALOMAR RD. STORM DRAIN b PALOMAR RD. ; O CONSTRUCT 4" THICK PCC ACCESS RAMP PER R.C.T.D. 10 EA IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE CB LINE 11 w FK.TR3 2°07-1 i RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. Q 10=2.2 CFS Qp� �� ��6���� > a 00=3.4 CFS d THwCT 20T�t O6 CONSTRUCT STREET NAME SIGN PER i .C.T.D. STD. 7 EA GRAPHIC SCALE 16. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH 200 0 100 200 400 600 o v O7 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. 2 EA THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION INDEX MAP UJI PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. ( IN FEET ) O8 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311 2 EA 1 inch = 200 ft. 1 =200 17. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR OWNER : INSTALL 120 VOLT, 55 WATT LOW PRESSURE 14 EA JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE 2 4- H O U R EMERGENCY CONTACT N TA C T SOILS E N G I N E E R /GEOLOGIST SODIUM VAPOR 8000 LUMENS STREET LIGHT PER AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. GRANITE HOMES GRANITE HOMES LGC Geotechnical Companies, Inc. COUNTY OF RIVERSIDE STD. NO. 1000. 17891 CARTWRIGHT ROAD 17891 CARTWRIGHT ROAD 40935 COUNTY CENTER DRIVE SUITE A INSTALL STREET TREES PER GENERAL NOTES 11 & 14. 63 EA IRVINE, CA 92614 IRVINE, CA 92614 TEMECULA, CA 92590 NOTICE TO CONTRACTOR : Tel: (949) 250-9229 Tel: (949) 250-9229 Tel: (951) 719-1076 Fax: (949) 250-9231 Fax: (949) 250-9231 Fax: (951) 719-1077 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, CONTACT: SIMON HORTON CONTACT: SIMON HORTON Contact: MARK BERGMANN STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY- NO SERVICE LATERALS) LEGEND WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER A.C. ASPHALTIC CONCRETE B.C.R. BEGIN CURB RETURN AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES B.C. BEGIN CURVE E.C.R. END CURB RETURN ANY RESPONSIBILITY UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. R/W R/W B.V.C. BEG. VERTICAL CURVE W WIDTH Z THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 60' B.W. BACK SIDEWALK V VERTICAL DEPTH Q C.B. CATCH BASIN J THE UTILITIES LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON V.C. VERTICAL CURVE 11 THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR C.L. CENTERLINE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10' 20' 20' 10' E.C. END CURVE _ INDICATES SLOPE 2:1 Z E.P. EDGE PAVEMENT AC PAVEMENT 4' 6' 6' 4' E.G. EDGE GRADE REMOVAL W CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1 -800-227-2600 AT LEAST 2 WORKING PROP. CURB PROP. CURB E.V.C. END VERTICAL CURVE w DAYS PRIOR TO EXCAVATION. ? ,yq & GUTTER & GUTTER tit F.L. FLOW LINE ® GRIND > -I' 2q 2% 27. EDGE OF PAVEMENT 0 THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES -� 27 F.S. FINISH SURFACE / / IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID �p'I� 2 7 G.B. GRADE BREAK (590.77) INDICATES EXISTING ELEVATION 0- PURPOSES. M,q , H.P. HIGH POINT 310.00 INDICATES PROPOSED ELEVATION - `L INV. INVERT INDICATES 22,000 LUMEN ST.LT. UTIL. TRENCH SIDEWALK UTIL. TRENCH L.E. LANDSCAPE EASEMENT 0 INDICATES 8,000 LUMEN ST.LT. Ld SIDEWALK O.C. ON CENTER Lli D . PROP. AC=L 'RT . A.0 P.C.C. POINT OF COMPOUND CURVE + INDICATES TREES TYPICAL STREET SECTION P.R.C. POINT OF REVERSE CURVE INDICATES BARRICADE N NOT TO SCALE DESIGN R-VALUE = 50 (R) RIDGE LINE . INDICATES STREET LIGHTS H DAIL TWO WORKING FELDSPAR DR., PEWTER CT., TURQUOISE CT., & NAVY SKY DR. AND PORTION OF ROUGE LN. PER: LGC LAWSON & ASSOCIATES R/W RIGHT OF WAY UQ BEFORE DAYS BEFORE T.I.=6.0, A.C.=0.25, A.&=0.50 TAN. TANGENT DIRECTION OF FLOW YOU DIG YOU DIG RIVERSIDE COUNTY STDANDARD NO. 104 GEOTECHNICAL CONSULTING, INC. T.C. TOP OF CURB F- TOLL FREE 1-800-227-2600 " » DATED: MARCH 1 , 2005 A PUBLIC SERVICE BY RVALUE =50 - UNDERGROUND SERVICE ALERT Z I P050153 NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL-COUNT BENCH MARK DATUM: TRACT 28206-F SHEET NO. COUNTY OF RIVERSIDE SEAL cp SHALL NOT COMMENCE UNTIL AN USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O TRANSPORTATION DEPARTMENT MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34 COUNTY O F RIVERSIDE "' ENCROACHMENT PERMIT AND/OR A �QRpFESSIpNgI Q DEVELOPMENT & ENGINEERING, INC. FEET TO PROJE 29.CT BENCHMARKMONUMENT UTILIZED FOR GPS ELEVATION TRANSFER 00 GRADING PERMIT HAS BEEN ISSUED. �� �. D' F^P F APPROVED BY: d ies`¢ �y SCHEDULE A N y PQ y� � �o,� TGAPLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w 'A 7 C No. 65195 3536 CONCOURS STREET SUITE 220 ONTARIO CA 91764 1 " IRON PIPE WITH TAG RCN 14232 FLUSH AT CENTERLINE O No. 45702 �/�.t�^- �n��y�j 4-�Z_ O / �t�' 6 ' ' OF MENIFEE ROAD AND ALBION LANE PER PARCEL MAP NO. Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. '� (909) 581-7212 PHONE (909) 581-7217 FAX 21838, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. TITLE SHEET OF 5 _ SHEETS .I:'o ALAN D. FRENCH, P.E. DATE �� y � IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �, Exp- 12-31-08 Q R.C.E. 45702 EXP. 12-31 -08 p Exp, 9-30-07 �Q F_ DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE I C1V1�. �~ _ q CIVIC- �' - SCALE: FOR: W.O. COUNTY Q FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS T�OFCALIF�� �� a �CAL.1F�� 0 I 3 D 7 AS SHOWN AS SHOWN FILE NO. 945AA FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED DATE MANUEL DE JESUS GONZALES, RCE 651 (EXP. 9-30-07) DATE H: V: GRANITE HOMES cy- H PARTIAL 50.00 V.C. PI = .97 28.82' 50.00' 44.65' 25.00' 4 O.C. > o 100.00' V.C. PROP. T.C. w N � O LO LO PI STA.=13+83.58 39.27 O.C. M ao c�00 > - C CAD 20' LT. 0 o 00 0- PI = 1490.93 39.27' O.C. o N oo m `� w SEE SHEET m PI=1488.77 Q PI�148�0.0�1 0 � 00 1.46% I U U of /4 /4 /4 / O N 5 FOR 8 A/ A/ A/ A/ v o- oo N 00 CURB RETURN m o :m 00 (If w m o 00 Lq00 N 00 O 07 N w J 00 � M � + CD M � CD CD+ O) MO O W coLO M N N � a ±� 1.46% PROP. T.C. c� LM Mo M � 00o � � + �, C? N Ln� No o �� co 00 u•> � � N + rn + m 4 � o � 00 0 o � +00 00 o � 0 38.00 20 LT. p Lq0) Lqm CIO ICY) + a°o M � � � + 0 m 00 +� �� °�° o+ � M 100.00 VC 149 0 LT m ©M + 00 + Co N -1.27� ,; 1480 LT PI STA.=12+82.37 o p N N st m + 00 1.59% 4.00% - .07% Cq J L PROP. T.C. TAN PI = 1483.83 U o M v Q o 1 60% CROSS GUTTER FLOWLINE TAN v �' co rn o d V Cn 1.60% 1.59% 0 20 LT. � , � �; � � F= f- + 100.00' V.C. �I 100.00 VC > o "� + Co Z Cio M � Z PROP. T.C. II PI STA.=13+83.58 z PI STA.=10+78.00 m c) 4 i� -1.319CL ® 20' LT. o o PI = 1490.95 100.00 V.C. w PI = 1480.84 o N N o LO 00 re) M 2.42% o - PI STA.=14+98.98 0 0 �o z > o o`p +000 N 00 N°�° N > U> m PI = 1489.48 0- z m J o o + oNo `r � (/) a0 O L�J Q O U J J U m O op N - N 1t Cl Z to LC-) 00 00 0O a O N O L� > M . + 00 W Q o M � 00 u 00 N Cn N O w Z O� N 00 � O] O_ o Op M Iz � o � Mp °�° � Ana, ao � J,jn 00 - o _jo - oo^ `D `DK) a") CD . o0 � 1.46% aoo � � cO rim + rn � "' + rn Mo + rn rnN c� � � � + + � +� No; o ^ � o +� PARTIAL PROP. F.S. �?oM + 000 "' � + rn � � + �' � � r-ir` oo - U oN �t o � + � 00co + oo � � �, � � � J _j 00 � � o � Nam, o � o � EXIST. GROUND 50.00 V.C. ® CL. cpc>co(m M2 M � + 000 00- oo -� J-m,�� ,� rn�na, --- � � + ram � � CL. PI = 1485.97 rn � � o + + oo . 00 rnM rn�aocO-� � a' - - oar 1490 CL � o � "�� =-2�- �� + � � � ���� � �� _ - - ,, 1480 CL -- . PROP. F.S. 25.00 Co + 00 + _ ® CL. ;. 0 0 _ - \ -2.07% 0 2.34% - j 28.82' 50.00' 44.65' U � (m o m 1.60% TAN -- TAN , O.C. o + 00 ,, ---- 100.00' V.C. 2.00% PARTIAL O. 0' VC m N Ln LO �' LID -3.70% o0 PI SI13+83.58 TAN �, M 00 c�00 > o PI STA.=10+78.00 r d 4 m m PARTIAL 100.00 V.C. oo w M � PI = 1490.93 39.27 O.C. PI = 1480.82 � o 0 EXIST. GROUND m PI STA.=14+98.98 PI=1479.19 U o o m N 00 1.46% ® C L. o � m PI = 1489.48 00 39.27' O.C. o/ A/ o/ A/ oo I 06``q N 00 00 � � co o�oN 00 00 O N > 0000 PI=1487.17 w oM oM � - -'I `n `� 0 0 0 r- oo `n rri �' Co ao O ao 0 �lkf M o O6 0 .0 1.46% M O M O + O� +m M 00 r7 M 0' / / I O N +00 + Co p Ln + O) + m 00 N pp U N M N U? � 00 O d' O .t p Cn M d M + 000 Oo- +00 O] j Cn F O) O + Co p� to co oo ^ + n 1490 RT o M -1.� °' 1480 RT PROP. T.C. W o� 27q ,�, N w o M N ,; � 00 6 2.96% CAD 20 RT. o + � 1.60% AN`r o LO Sri 000 + PROP. T.C. �' TAN ® 20' RT. -4.00% TAN PROFILE HORIZ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 9 +00 10+00 1 1 +00 12+00 13+00 SEE SHEET 4 NAVY SKY DRIVE STREET IMPROVEMENT SEE SHEET 3 o' 6,1 3 PER TRACT 28206-3 ROUGE LANE 10 00 V_ 20 20 JADE RUN DRIVE 54 55 56 57 W o 9 �� cam' F LO 44 45 46 0� I 10+00.00 PEWTER CT.= "'o o v Q p U 1 0 U I 00 n w N I M U M U �00 w I ro 12+71.42 ROUGE LANE n 58 00 ao + m J + m N w 00 00 M + m w 00 00 _ 12+26.42 �� TRACT BOUNDARY � U W 13+69.00 10+45.00 - 6 10+45.00 15+90.54 ,�� N 15+76.98 FELDSPAR DR. I ECR PROP. R/W w n ` RP C6 TIC Ld PROP. R/W BCR o ECR PROP. R/W BCR �" � 15+45.54 JADE RUN DR. 3 M - ('� Z 4 0 00� o �� - - - - - - 2 1484.95 00 - - - - z - - - - - Iz oD �' TIC 0 , 1480.34TC o 5 1484.22 0 488.91 1489.23 1490.13TC o 1489.05TC I `� 5 0 '`� 2 14IC 1479.84FL 3 TIC 1488.69TC 5 5 p M 5 1 6 11 - 12 N 89°7'1 3" W TIC 13 - 1485.80 U ' 1486.40 3 o FL FL 1489.63FL 3 1488.55FL 1 TC N 2 12 1488.19FL 1488.5 13 14 2 N - 15 � 4 T � 1 I � -I FL N 89°7'13" W N �- - - - I I - 4 I Q0 CO 5 1479.82TC oN o 2 3 1483.81 1484.22 TIC -MOC 1 0 3 1489.43 1 0 1488.06TC J rn PAVED ACCESS r `` 1479.32FL TC TIC 1485.67TC 2 c� p FS 2 3 N o 1487.56FL 6 '- I �� , C4 1 1485.17FL 0o I 1484.95 x W 5 I 2 � PROP. R/W i - 13+16.42 _ �PROP. R W �-PROP. R W 15+00.54 16' 16' o o BCR p / / rnrn o NU V N00 C6 12+88.58 FELDSPAR DR.- ECR U J �I z � v +m W V W + w 5 10+00.00 NAVY SKY DR. + w 6 4 6 3 6 2 N 61 a 60 Z N 53 2 51 50 49 48 47 ; m 00� a o i N JADE RUN DRIVE 2 ROUGE H EE LA E T 3 PEWTER COURT Z SEE s FELDSPAR DRIVE STREET IMPROVEMENT PER TRACT 28206-3 CONSTRUCTION NOTES W 10 CONSTRUCT 0.25' A.C. OVER 0.50' A.B. CL. II o O2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER R.C.T.D. STD. NO. 200 � O3 CONSTRUCT 4" THICK SIDEWALK PER R.C.T.D. STD. NO. 400 & 401 CURVE TABLE CURVE TABLE w CURVE DELTA RADIUS LENGTH TANGENT GRAPHIC SCALE O4 CONSTRUCT CROSS GUTTER PER R.C.T.D. STD. NO. 209 CURVE DELTA RADIUS LENGTH TANGENT D 'I G PILA R T C6 90,00,00" 25.00 39.27 25.00 40 0 20 40 80 180 Cl 90*00,00" 25.00 39.27 25.00 O5 CONSTRUCT 4" THICK PCC ACCESS RAMP PER R.C.T.D. STD. NO. 403 CASE "A" c% C7 90,00,00" 25.00 39.27 25.00 C2 90'00'00" 25.00 39.27 25.00 LINE TABLE C8 1 90*00'00" 25.00 39.27 1 25.00 C3 210'01 '17" 38.00 139.29 141 .71 LINE BEARING LENGTH O6 CONSTRUCT STREET NAME SIGN PER R.C.T.D. STD. NO. 816 U DAIL TWO WORKING IN FEET BEFORE DAYS BEFORE C9 90'00 00 25.00 39.27 25.00 C4 15*00'39" 1 10.00 28.82 14.49 L1 S74'06'35"E 50.00 1 inch = 40 ft. 10 REMOVE EXISTING BARRICADE YOU DIG YOU DIG C5 15'00'38" 112.00 29.34 14.76 L2 N75'S2'09"E 50.00 TOLL FREE Ppl 1-800-227-2600 I Z A PUBLIC SERVICE BY 0 1 53 UNDERGROUND SERVICE ALERT L.� �p NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL BENCH MARK DATUM: TRACT 28206-F SHEET NO. SHALL NOT COMMENCE UNTIL AN MONUMENT, MONUMENT Z311: BENCHMARK DISK SET TOP OF CONCRETE O MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34 "1 ENCROACHMENT PERMIT AND/OR A R�FEssro TRANSPORTATION DEPARTMENT E��� FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER COUNTY OF RIVERSIDE 00 / ��e >,, F�,Nq! P ¢UesLt FTG DEVELOPMENT & ENGINEERING, I N C. TO PROJECT BENCHMARK. SCHEDULE "A" 2 cV GRADING PERMIT HAS BEEN ISSUED. �`Q� P� Fyn APPROVED BY: `d co ti PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: STREET IMPROVEMENT PLANS " Q �5 �� No. 65195 �Q 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 1 4" IRON PIPE WITH TAG RICE 14232 FLUSH AT CENTERLINE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � No. 45702 /�� _ �� •�-/2- 0 7 OF MENIFEE ROAD AND ALBION LANE PER PARCEL MAP N0. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ALAN D. FRENCH, P.E. DATE *� y (909) 581-7212 PHONE (909) 581-7217 FAX 21838, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. FELDSPAR DR. & PEWTER CT. 5 z IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR p Expi 12-31-( Q R.C.E. 45702 EXP. 12-31-08 p Expl 9-30-07 �Q OF _ SHEEfS DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �9� Clvi�. ��� - _ 9 I VIA-0�� p cf•O 3-0 7 SCALE: FOR: W.O. COUNTY Q FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FO lvl\-� _ Al/} °� �`OFCALIF MANUEL DE JESUS GONZALES, RICE 65195 EXP. 9-30-07) DATE H: AS SHOWN V: AS SHOWN GRANITE HOMES FILE NO. Qt#5 AA FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED DATE H 27.49' O.C. 27.49' O.C. co m Z CD PARTIAL 00 O' ui o 100.00' V.C. '� ``' o 00 + C) Lit 9 o � CD M PROP. T.C. PVI STA. 14+48.03 � 0 1'60 � � � 00 14t p PI=1507.98 CO r.� +o�D O w SEE SHEET ON, ® 20 LT. o Lo + � o m X FOR o`D PARTIAL SEE SHEET o o N CURB RETURN „� 100.00' V.C. 6 FOR m Mo 00 0 � � M J x CURB RETURN Mo moo mo % -2.079, c: 00 co o N W _ w PVI STA. 14+48.03 0 I� Ii -- + oo �I 'l J m �� 100.00' V.C. PI=1507.98 M� + �� � v N � +�' �o � ° Cm � "' a F-w 50.00' V.C. 42.60' PVI STA. 10+98.02 M M o �w r' N m oD co C° + °ram° L,J PI=1493.09 g +00 m m w 43.20 43.20 +: oo M qd- ,`n� oo 1510 CL o > 1480 LT N � +� L,J p M r7 W M op + O p Q M m ^ O z CROWN LINE CROWN LINE r`'• P I=1491.00 U o ^ p p o � ^ �- Ln - -2.07y + +r- 8.so' 21.95' + m U oo m 00 0 + o � �' PROP. T.C. 2, M � �� Ld N N � Q m + o N o +o / PROP. T.C. D; � � u W - 059, -1 9 -1 57q H m o N v N N "� O `� m / ® 20 LT. o �^ C� 20 LT. CROSS GUTTER FLOWLINE Nay_ -2 07 > I- cD� + o m u i o 9,' 04 p ctLO Z Z �� � � O M ONE U� ui 7� 18.29 25.00 25.00 N D_ +m Iw C) + o / o cmo o m ' ' °' m c� u \ m d o II -1.57% 1.20 - � m o + m + cD + -1.60y \ o Z PROP. T.C. m N ^ CVO N d [L M tf) O r.j tf) O o CROSS GU L WLIN o o + o o � + m w - � o � Q op oD fir? o CO S �� � m� - c O� J U > +� o PROP. F.S. o o 100.00' V.C. 200% -- --- --- + O � w ® 20 LT. m w p � Z �n - � U ® C L. o `D+o b% PVI STA. 14+48.03 p ,- oo CD o w - N a- m + C>nu) br� �j p - �\ o � � J M � PI=1508.00 ,� om + ao NC) m� � � 171% Of c� ooD C) �% N � � oN L) CL > o0 0 �c) �1 '2.077 � 0 0 0,� m m c� -1.0 100.00' V.C. rn o N + `�' 19.65' 41.04' 57.84' + + po , CV o 149 0 LT PVI STA. 10+98.02 O �Co oM� J O.C. O.C. - ,+� N oo PI=1493.03 oM N� ,,� co � G� ' 1510 / CL 1480 CL � � �^ oM C.B. 14 +rn m Ra vNE o , M + U O m + p �o\ o ' p m PROP. F.S. + r- p yy-7'� H-3' N J po w Mom +o kA$�"5 �G 0\ M aD w ao 57.84 41.04 19.6 ® C L. \ '1 57q m U c0 - - > No^ /Q CN o6 aq � ,�� k5�89 f � m O.C. O.C. o_ m -1.5 7% U ao �' U c 3 ao 38.00' O z z ^ � i� C`• \N� _-- PARTIAL -- c� c� > N ro cv % o 00 w m -1.57% N W - + p _ - ioo.00 V.C.vc - 6060y EXIST. GROUND J M Nop Mrn rnM C14 CD to ± � - - o M�/ PVI STA. 14+48.03 qo � `�°�° moN'o mod ® CL. Q o 00 N + m p o r\ PI=1507.98 0D,,� p r-) U CD . • + m od o �oo U + � -1.07% +oo c�a, o •- + fir* / o o p � SEE SHEET o- �L o Co Z Z : + m + o r n LO A`La% PAf�TIAL 6 FOR m M '0 p o w o o 0 86% EXIST. GROUND M �, o.0o V.C. CURB RETURN o�C o % -1.577 N 00 ® C L. PVI STA. 14+48.03 �+ rn �1� oo m m U 100.00 V.C. PI=1507.98 m o� o 0 c� W + o_ PVI STA. 10+98.02 r��. U o p +� N 1490 CL PI=1493.01 g� N� m o� (000 1510 RT 1480 RT 2.07� � � + 06 o.M O M M m M oD �Y + O n O 69.49' O.C. 38.38' 11.62 38.38 c� O r; \ o o o � �'f' 25.00' Ncn Q w CoCo 00� PROP. T.C. + ^ N + p PROP. T.C. ® 20 RT. _ 57� M + U om U M� CD �� \ r S m � � PROP. T.C. Z Z �' ® 20 RT. -1.57q r` �' o �" N = 2O' RT. 9 M \ CROSS GUTTER FLOWLINE -1.57% ni OD O N +m U p� m j I CV oD � '- m O � p CO �Za% HORIZ 1 I L 40' 1.00% VERT 1 "= 4' PLAN 1 '= 40' 1490 RT 10+00 1 1 +00 12+00 13+00 6' 14+00 15+00 1 6+00 10+00 1 1 +00 12+00 13+00 14+00 IN TO BE MAINT t \ \ 1 .0% `.. • . NOTE: DUE TO SHEET LAYOUT, STATIONING IS NOT PER COUNTY MOVC CL CB #14 �\ �\� \/ -�� 6" ��:. ; : //\ \��%\/ STANDARD BUT IS ACCEPTABLE FOR CONSTRUCTION PURPOSES. -WIC 1491 .17TC, 1490.34FL 7 8 ��/�A �- � L-14', H-4.92 ' i\ i�i�i�i�ixi\iX/� \ � �" \� . r SEE SHEET 2 %�//%/ //j�//i�//i�//i�/ / / /�//i//i//�/��/� H REo / / / / 11 +oo.6oFELDSPAR DR. SEE SHEET 2 25 LO NORTH PEWTER COURT 7 �� OVERFLOW DRAIN BC 6 1 '` 1.45 +� 2 6 NTS OFFSITE IMPROVEMENTS Ec Go0 co C I 0 ° 3 0 EXISTING TR cR0282 IMPROVEMENTS 4 7 o PROP. STORM DRAIN Q = 15.3 C FS, �; m J J V=15.3 FPS rn c� � 1 20 20 1 N w � �s LINE "K", SEE SHEET 5 1°°- C RA I G AVENUE 10 1492.32 PER ON-SITE STORM DRAIN TO BE MAINTAINED BY VALLEY-WIDE `D 1491 . 3 __ SEE SHEET N0. 8 000 0 53 54 + M CD� �" + 64 �`' --0 LA TC-MCC - �� _ 1492.80 ` IMPROVEMENT PLANS, " " 5 -i �� 10+55.00 N 10 TR. 28206, I.P.# 050153 STORM DRAIN LINE K SHEET °°" -___ rn-4 C SEE SHEET 5 p U N E D R IV E _ SEE I . P.0 5 019 0 BC EC PROP. R W 10 45 00 10 ECR 00 PROP. R/W 70 PER TR. 28206 CORAL R cO - / s 4 ' RP 1492.65 � �,_ 9 � Q�U J �� �v--� CO� L TC TC �- u - - - - z 1 TC3.42\� \_ 2 7 m of 0� � 0q n Of 3 1 c�� 00 C' 8 L2 C 13 c� _ oo rb v 14+48.03 TURQUOISE CT.= w rri I Z w o o o o Ln m 11+50.89 CORAL DUNE DR. w �'�� 14 4. T 1480.53TC 5 1479.1 1478.69 2 o M 3 f� PROP. R/W m 1 +30.03 TURQUOISE CT.= 6 2 N 14 .69TC �1 1 1 +05.00� N 1 1 +05.89 8+64.29 14 L 3 o r`' 1 2 0.03FL L FL 13 5 N 14 �6 m 9 09.29 CRAIG AVENUE 10 _ C OWN LINE 11 _ FL 1478.19FL C17 cV ` BCR ECR BCR -� �,_ I- � 4�1.35 4 PROP. R/W - N 00°52'47" E cr, 1 N 00°52 47 E 1479.62 1 24 23 m qj V 8�4 z C2� 1483.45 1483.14 3 C _ 2 FS 1478.51 3 2 C G PROP. STORM DRAIN �Q \ T C) I 1483C 88 TC TC TC C2 C20 O co 4 w _ O fn J LINE "G", SEE SHEET 5 o N o 1 5 _ PER ON-SITE STORM DRAIN 22 0 / --_=- ___ 1505. 5FL 1507.41 508.20 5 1 T o 3 �5555L 5 EXIST. STORM DRAIN - - - - - - - - -- -- (� IMPROVEMENT PLANS, 2 +� _ - --- =- O 1 6 18" RCP i I 1 W 2+71.42 ROUGE LANE= TR. 28206, I.P.# 050153 0, C8 3 N 0 030N 8" E n PROP. R/W �� PROP. R/W 10+00.00 PEWTER CT. N k 1504.96 1506.05TC 1506. 0 7 1 1508.20 1509.66TC oN o 2 6 1553.1 TC rn +m 2 ,) X�G \ TC 1505.55FL FL FL FL 5 L 3 1552.60FL _ n 4 3 2 �' 1 0 cn NORTH ^cy o c 0 J � `�' Z T 5 _�I PROP. R/W CL 1 1 +95.89 5 N 4 1 1 +95-89PROP. R/W 9+54.29 �� oo oo ECR M v-� `�' J `f)`C z 10+00.00 ROUGE LANE= CURVE TABLE 20 0 6 BCR ECR o 10+00.00 FELDSPAR DR. ROUGE LANE CURVE TABLE z �ro N CURVE DELTA RADIUS LENGTH TANGENT LINE LINE TABLE G LENGTH CURVE DELTA RADIUS LENGTH TANGENT Mo v r-r_ I� 0000 a. v 00 U 1 ' 20' 20' 1 C16 2'30'33" 300.00 13.14 6.57 g L1 S25'03'43"H/ 50.00 Cl 90,00,00" 25.00 39.27 25.00 w + 0° on z w + m 0' 30' w 32 `� 6 C17 14*0914 300.00 74.11 37.24 L2 N04'30'01 "W 50.00 C2 90*00,00" 25.00 39.27 25.00 9N. 110 20' 20' C18 14*09'14" 280.00 69.17 34.76 O C3 90'00'00" 25.00 39.27 25.00 0' 3 C RA I G AVENUE C19 2'30'33" 320.00 14.01 7.01 C4 90*00,00" 25.00 39.27 25.00 TURQUOISE COURT 6 OFFSITE IMPROVEMENTS C20 2'30'33" 280.00 12.26 6.13 C5 90,00,00" 25.00 39.27 25.00 CORAL DUNE DRIVE SEE SHEET N 0. 8 LINE TABLE C21 14'09'14" 320.00 79.05 39.73 C6 92'01 '54" 25.00 40.16 25.90 LINE BEARING LENGTH C22 90'00'00" 25.00 39.27 25.00 LLJ C7 12*49'19" 578.45 129.45 64.99 CONSTRUCTION NOTES SEE SHEET 5 I . P.050190 L3 N78'S2'S9"W 41 .04 C23 90,00,00" 25.00 39.27 25.00 w D ... C8 27'48'14" 320.00 155.29 79.20 1 CONSTRUCT 0.25' A.C. OVER 0.50' A.B. CL. II 6 CONSTRUCT STREET NAME SIGN PER R.C.T.D. STD. NO. 816 L4 N09'21 '27"W 41 .04 C24 10*14'14" 110.00 19.65 9.85 0 LERT C9 14'41 '01 " 618.45 158.50 79.68 O O C25 1 O'14'15" 110.00 19.65 9.85 N C10 27.48'14" 280.00 135.88 69.30 O CONSTRUCT TYPE "A-6" CURB & GUTTER PER R.C.T.D. STD. NO. 200 O7 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. GRAPHIC SCALE C26 90'00'00" 35.00 54.98 35.00 DAIL TWO WORKING C11 22.12'23" 598.45 231 .94 117.45 C27 90'00'00" 55.00 86.39 55.00 U BEFORE DAYS BEFORE C12 27'48'14" 300.00 145.58 74.25 O3 CONSTRUCT 4" THICK SIDEWALK PER R.C.T.D. STD. NO. 400 & 401 O8 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STD. NO. 311 40 0 20 40 80 180 Q YOU DIG YOU DIG C2 110'28'27" 60.00 115.69 86.45 � C13 19'59'24" 110.00 38.38 19.39 ( TOLL FREE 1-soo-227-2soo O4 CONSTRUCT CROSS GUTTER PER R.C.T.D. STD. NO. 209 10 REMOVE EXISTING BARRICADE Z C14 209'33 44 38.00 138.99 144.02 ( IN FEET ) A PUBLIC SERVICE BY C 15 1 1'26'02" 110.00 21 .95 11 .01 UNDERGROUND SERVICE ALERT O5 CONSTRUCT 4" THICK PCC ACCESS RAMP PER R.C.T.D. STD. NO. 403 CASE "A" 1 inch = 40 ft. I P 0 5 015 3 NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL BENCH MARK DATUM: TRACT 28206-F SHEET NO. �p SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O TRANSPORTATION DEPARTMENT MONUMENT, STAMPED EN UTILIZED POSTED ELEVATION OF RAMS 4 COUNTY O F RIVERSIDE 00 ENCROACHMENT PERMIT AND/OR A �QRODESSJpHq! Q DEVELOPMENT & ENGINEERING, INC. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER D Fr, g C(q TO PROJECT BENCHMARK. SCHEDULE »A» 3 N GRADING PERMIT HAS BEEN ISSUED. ��Po-� PFy� APPROVED BY: 3�d coy PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR uj No. 45702 (,,,,Ls 4. /2 -C7 No. 65195 Q 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 of 4" IRON I E WITHAD WITH 14NE 2�ER FLUSH AT MAP NO INE O ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ° (909) 581-7212 PHONE (909) 581-7217 FAX 21838, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. Z IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR 1n ALAN D. FRENCH, P.E. DATE y ROUGE LANE & TURQUOISE CT. 5 � Expo 12-31-os Q R.C.E. 45702 EXP. 12-31-08 p�Expo 9-30-07 �Q, OF _ SHEETS � DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �97 CIVIC- Q�~ 9 C1V.1 Opp D y-0.?•D SCALE: FOR: W.O. COUNTY U FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FCFCALIEO ! i /��G�7 OOCAL AS SHOWN AS SHOWN FILE N0. 9 y� Q FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED pA MANUEL DE JESUS GONZALES, RC 65195 (E 9-30-07) DATE H• V: GRANITE HOMES i C / 0�0 O 0.)O C+ � / i 39.27' O.C. 10 .00, V.C. PI=1511.46 m 00, / PVI TA. 15+73.38 % % % % o oo�? /PI=1509.11 00�W _ N r-M � J U r`? Ora m M O M ° CD N O) cVCq PROP. T.C. m ���% C / m o o N`� o c.�M Z Z m / M 00 M + O 00 m - O ioo.00 V.C. o / M MCo +o+ 97% 1510 LT. PVI STA. 12+02.57 00`� N °�° o 2• TAN PI=1492.90 CD / oNorn 'r' � � U M EXIST. GROUND / +o PROP. F.S. Ld PARTIAL 100.00 V.C. >o N o ��_ o z PVI STA. 10+78.00 °D w ? Coo +rn ® C L' C L 39.27' O.C. PI=1490.80 c� ; ; C I- N / PROP. F.S. -j z PI=1489.09 c� �' �oN i No� N 0 CL. 100.00' V.C. Q o - m o ± � N N oo PVI STA. 15+73.38 00 o o 0 00 0O N ca ± o uI PI=1509.13 ''' m O O � M� +O Q' O � N �� W M O r- � � �«O (kJ1�O ll O 00 0 r+ + �� O O � �� O+ m Od > W OMOO MM COdLC) st j O J O] 00 00 00 cn N O Co +Co +� w a°so o � / +m U c/) 0000� � �N�� CCoo +o �� 149 0 LT 100.00' V.C. © / M Z Z �' `��' 1510 CL. Nco �L0L0�� 2.93% PVI STA. 12+02.57 o°O o o N ,;C) + m TAN PI=1492.92 + r- - o 0 o rn 'n U M CD uj�i CD PROP. F.S. II 100.00' V.C. > 'o ^ s; �U PVI STA. 10+78.00 M g LQ o =' +rn ® CL. 0 o r- 0° r- N � 43.70 O.C. r PI=1490.82 un 00 Ln cp Y a > cv O �i N ! + Q' PI=1510.68 cn a c� Ln C; U?00 o N 100.00 V.C. a w ? c� � o co ± r- N/ N oo, PVI STA. 15+73.38 �� �� A� A� ma o0 o00 + �00 (q + a' m ocr? PI=1509.11 �,u W CD oo�oo � ooq Cp °DCD + rn / rn �� �1j� U U w Co MNp O �t 0_ J o oo � 0d a V-) allo q M� +rn 1.69% °O O 00 p� CV pp O O Q� N> M©0 CV ^ coO n Op N + +00 +00 + 00 +00 rn O O M ~O] 00 00 00 -h + O O O rn M ONE C) O � +00 Lr10j Z Z Ma0MO) 01M cps O +o L Lo Ln �Lo + PROP. T.C. ro ��Co�c6 LO 1510 RT. 1490 CL 100.00' V.C. "' PVI STA. 12+02.57 `� ® 20' RT. o +o 00 o`.`-'o`- o o � �2 009°j PI=1492.90 c' o ^ o o �' ,) 1.82% i o g� TAN -4.73% o + LO o PROP. F.S. TAN U > m� �� 0 CL. 39.27 O.C. r- m ^ oo N� � o PI=1489.73 N o N ry + rn + °' r, � N � PROFILE O Est + ONi N � m w oo HORIZ 1 "= 40' Ln ro N o mo C1 ± .69% M� o C O N VERT 1 "= 4' d i� C) m M o� PLAN 1 "= 40' 1490 RT 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 SEE SHEET 2 FELDSPAR DRIVE 011 20' 20' ' 0' 1 30 11 6 o 0 51 �I + m 10 11 0000 0 12 0000 - 12+43.58 0 w El / 10+00.00 NAVY SKY DR.= I �� PROP. R W 13 12+88.58 FELDSPAR DR. z 0000 - - - - - 06 5 1489.82TC 1492.06 50 00� 6 1489.32FL 2 TC 10 , N 00'52'47" E 11 _ 12 14 -� � , 1 0 o SEE SHEET 5 �� 4 5 1490.24TC 3 1492.06 �, CORAL DUNE DRIVE CONSTRUCTION NOTE`. O00 1489.74FL TC 2 \ 20 20 15 0' 6 30 1O CONSTRUCT 0.25' A.C. OVER 0.50' A.B. CL. II 13+33.58 49 c,J 0 BCR LO I J 1 O2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER R.C.T.D. STD, NO. 200 0 � D- 44 LOm 43 '�9 \ 1 6 1 IllD_ �� 0� + w + \ \ TC 9`�9 \ + w r`?o rl-) 35 O3 CONSTRUCT 4 THICK SIDEWALK PER R.C.T.D. STD. NO. 400 & 401 7Q cfl �� � 16+72.38 NAVY SKY DR.= 90 \ 14+20.70 - O4 CONSTRUCT CROSS GUTTER PER R.C.T.D. STD. N0. 209 N FELDSPAR DRIVE 42 �� 39 71 m BCR I 14+65.70 CORAL DUNE DR. 5 CONSTRUCT 4" THICK PCC ACCESS RAMP PER R.C.T.D. STD. N0. 403 CASE "A" Q SEE SHEET 2 c10 - - _ _ 1 C8 O6 CONSTRUCT STREET NAME SIGN PER R.C.T.D. STD. NO. 816 NAVY SKY DRIVE x��' 3 1508.13 15 5 z 2 1510.22T10.72TL L TC 16 W CURVE TABLE N 00-30'28' E w CURVE DELTA RADIUS LENGTH TANGENT 41 ` 1508.08 2 1510.02TC 6 � o C1 90'00'00" 25.00 39.27 25.00 TC 1509.52FL C, �`` 36 � C2 90'00'00" 25.00 39.27 25.00 R W - - � C3 3T53'42" 280.00 185.19 96.12 40 PROP. / M 15+- 5 i C4 37'53'42" 320.00 211.65 109.86 c i C) ECR N W C5 37'53'42" 300.00 198.42 102.99 39 +0° 38 n GRAPHIC SCALE w U D " ERT C6 90'00'00" 25.00 39.27 25.00 `n N 0)� 40 0 20 40 80 180 C7 100*09'04" 25.00 43.70 29.87 ( V) C8 38'16'01" 301.54 201.39 104.61 CO F- Qq 37 ( IN FEET ) Q DAIL TWO WORKING C9 38'16'01" 321.54 214.75 111.55 NORTH �T ` l BEFORE DAYS BEFORE YOU DIG YOU DIG I C10 3816'01" 1 281.54 188.04 97.68 S`G o�/Aic / 1 inch = 40 ft. TOLL FREE 1-800-227-2600 G s yEFGr oR,�£ z A PUBLIC SERVICE BY S I P 0 5 015 3 UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL BENCH MARK DATUM: SHEET NO. SEAL-COUNTY COUNTY OF RIVERSIDE TRACT 28206-F � SHALL NOT COMMENCE UNTIL AN USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34cN ENCROACHMENT PERMIT AND/OR A pFE TRANSPORTATION DEPARTMENT E FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER COUNTY OF RIVERSIDE 1010 �QR DO es TGA DEVELOPMENT & ENGINEERING, INC. TO PROJECT BENCHMARK. » » GRADING PERMIT HAS BEEN ISSUED. �� �. P F APPROVED BY: SCHEDULE A N y y (rMiNo, � PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: 4 STREET IMPR(JVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W r•, /y S' G !�_ /Z_ ,O 65195 0 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 1 " IRON PIPE WITH TAG RCE 14232 FLUSH, AT CENTERLINENo. 45702 �� OF MENIFEE ROAD AND ALBION LANE ftR PARCEL MAP NO. Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. (909) 581-7212 PHONE (909) 581-7217 FAX 21839, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR ALC. D. FRENCH, P.E. DATE p �► NAVY SKY DRIVEFOF5 Expo 12-31-os R.C.E. 45702 EXP. 12-31-08 p Expo 9-30-07 Q, SHEETS DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �q CIVIL �tiQ �q CIVIC- �'~ SCALE: FOR: W.O. COUNTY �� V FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS rFCFCALIF�� ! '� w CALT , AS SHOWN AS SHOWN FILE NO. q a FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED DAT MANUEL DE JESUS GONZALES, 65195 (EXP. 9-30-07) DATE H: V: GRANITE HOMES H FM 100.00 V.C. • Z PVI STA. 14+65.70 LLJ PI=1511.81 MO 39.27' O.C. 39.27' O.C. + W N PI=1508.70 PI=1508.70 c, U >00 % % % % a' % % % % O m cV o O 68.16' O.C. � PROP., T.C. o p O o w T 1 ® 20 LTOf Cr . _ U U 0_ CD � � � � OO ^ � W m U m m O 00 � L d � + � ppj � O 00 W p o p st Ln +O r- U O On O� � � O M L O o 00 + O717 �� + o o+o 0 06 0o ao o 0 + + M00 Now 1.06% � � W� 1510 LT p� �� -0.50� un ±�' PROP. T.C. ® 20' LT. Q W V) T.C. EXIST. GROUND 100.0o V.C. \¢�3� o -.4- PROP. GAD 20' LT. ® CL. PVI STA. 14+65.70 +p U PI=1511.83 (D L �m 100.00 V.C. i M o PI=1508.99 0 100.00 V.C. > > ,nI;::; 0 4J PVI STA. 12+28.89 po 0° �i+ Ln Ln L 38.00' 25.58' 25.00' 25.00' 6.56' r- a z w / P1=1509.31 �, o o^ o o m + o `" "� oc u Lq J = In J O O C) 0p ^ U cD C) o CD Ll C) r- p O I� U O O + M O � + O Cq inCl r- CO D lf7 ULLj Cl to JOB >O 0006 0d0 0 ^ �� + � + � c0 .- O � c0 � 00r- O 00 J O O Lq O) N to 1 O O �c3fZ U / O 00 0 + O O+ O d +- O o N Q �C � � Uo (V r- � �a) U �� i > CL 01 00 - Lp N� M � Cif Lr) U') O T C)) H H m 0°"� O C) +> N rn 1 00 0 rn w J n n 0N° M + c) 1.06% L � r\ r` er 1510 C L Z Z_ -1.14q° "' "' + o Oo un �� 0a +o 14+65.70 CORAL DUNE DR.= 1 42�° �p r7 + +o 16+72.38 NAVY SKY DR. o W N cD ^ N 4 - O + � ��n + p w + `�' PARTIAL CL. INT. ¢��9 CD CD ° 82.14' 2•o0% -2.00 PROP. F.S. 100.00 V.C. • p o ® CL. PVI STA. 14+65.70 C)m > ,- E X. T.C. CD CROWN LINE 11+27.89 TAN PI=1511.81 `2`" 00 z (� 20' LT. -2.84% TAN 1507.41 FL u Mi 11 73.89 PARTIAL 100.00 V.C. m v SEE SHEET N o Ln 50.00' V.C. 1507.41 FL o m 3 FOR o o •- PVI STA. 12+28.89 o . 00 p CURB RETURN ul) �¢> o 0 0 �' PI=1508.96 PI=1509.29 o 25.00 25.00 40.16 0 C. 39.27 O.C. o _ o ,3g o 68.16' O.C. 45.11' c� M + _ 20.11' PI=150 .10 PI=1507.10 > Co N o 4 + + w _ O CD A� ��\�� �� to �� �� �� �� O 00 O o N O+ O N 00 C7 C) M >> Co0) m CD + O + Cn c) � L.n f� Q? Q 17 tC) O LO W O U O rM LM N lf7 ro � OO N % + Q U01 C) CD 06 04 Co 1510 RT w -0.52% Cl CD m m� 9 LO o �� NO N� �� �� \ ±O � + . ° o ,n m _ ID -3 oo 3.s8� PROP. T.C. ,3g o \ ' PROP.\T.C. ,TAN �+ TAN ® 20' RT. + VARIES -T. PROP. T.C. @ 20' LT. CD UI of PROFILE EX. T.C. �4�39 CD 0 °OI HORIZ 1 "= 40' CD + CDCD VERT 1 "= 4' ® 20' RT. LO r` PLAN 1 "= 40' 10+00 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 205'31 '48" 38.00 136.31 167.73 C2 25'31 '47" 184.36 82.14 41 .77 SEE SHEET 3 C3 92'01 '54" 25.00 40.16 25.90 TURQUOISE COURT C4 23'29'54" 110.00 45.11 22.88 20 C5 90.00'00" 25.00 39.27 25.00 0' 30' C6 90'00'00" 25.00 39.27 25.00 6 ' ao °) C7 90'00'00" 25.00 39.27 25.00 Lri � ~� C8 90*00,00" 25.00 39.27 25.00 37 30 3102 � +m 32 33 34 35 3 6 c9 100•09'S1 " 25.00 4:�.70 29.88 T) L0� 14+65.70 CORAL DUNE DR.= 48'01 49 300.00 251 .49 133.66 14+93.03 14+93.03 w 16+72.38 NAVY SKY DR. C 10 " m PROP. R/W BCR o ECR PROP. R/W C 11 " 29 - 31'3419 320.00 176.33 90.47 o LN° o 6 - - - - - - C 12 3T51 'S7" 280.00 18.5.05 96.05 10+00.00 RP 'r' o OFFSET 18 / 2 1509.34 3 1 508.81 FL 5 O 1508.94TC o0 1 51 1.31 ` PROP TC 4 Iz 5 1508.44FL oN 2 3 TC 1 R/Iti Q 0 N 89°29'32" W 1 _ 12 N 89'29'32" WI _ + 1 14 15 2 .Co- o �- +- 3 � Mj � LINE TABLE C 507.99TC 151 1 .33TC 151 1 .1 1 1 h LINE BEARING LENG fH 1507.49E 5 J 5 1 507.93TC 2 � 0 3 1510.83FL FS 5 1509.29TC� C ry MO / 1509.06 3 CD L 1 507.43FL 10 J L1 N64'58'40"E 50.00 1509.68 1508.79 FL n TC-MOC TC �' 4 C� w 3 7 O CROWN LINE 6 o � LOT 64 \ 1509.32 2 6 `U 5 �I 6 �' \ 4 OV Z 14+02.98 �' O 14+03.03 16+27.38 TC � PROP. R/W o i ECR a, BCR ECR o 0 16 BC3R32 ��� G Q �tJi r UJO C>J N 0 co + if 0 to ~LL_m z ~ 10,900 2 \ �- �C + w 17 +m ' Riw d CONSTRUCTION NOTES PROP. R/W 27 0 9 8 ' o o �r, 3 8 w 0 0 �� r- 11+50.89 CORAL DUNE DR.= � �� � �� I � � � 28 1 +48.03 TURQUOISE CT. I Q� � 10 CONSTRUCT 0.25 A.C. OVER 0.50 A.B. CL. II w > TURQUOISE C O U R T NAVY SKY DRIVE \2 CONSTRUCT TYPE "A-6" CURB & GUTTER PER R.C.T.D. STD. N0. 200 � SEE SHEET 3 SEE SHEET 2 \ CL CONSTRUCT 4 THICK SIDEWALK PER R.C.T.D. STD. NO. 400 & 401 CORAL DUNE DRIVE \ 4 CONSTRUCT CROSS GUTTER PER R.C.T.D. STD. NO. F- O w w DIG � \5 CONSTRUCT 4" THICK PCC ACCESS RAMP PER R.C.T.D. STD. N0. 403 CASE "A" � 0 " ERT GRAPHIC SCALE \6 CONSTRUCT STREET NAME SIGN PER R.C.T.D. STD. NO. 816 N 40 0 20 40 80 180 F- DAIL TWO WORKING U BEFORE DAYS BEFORE Q YOU DIG You DIG TOLL FREE 1-800-227-2600 ( IN FEET ) F A PUBLIC SERVICE BY 1 inch = 40 ft. _Z UNDERGROUND SERVICE ALERT I P 0 5 0 1 53 ,y NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE TRACT 28206-F �SEAL BENCH MARK DATUM: SHEET NO. I SHALL NOT COMMENCE UNTIL AN USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34 ENCROACHMENT PERMIT AND/OR A QR�FE ON Qt 1� c 4 TRANSPORTATION FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER COUNTY O F RIVERSIDE �� D. F,, 9� QJes�'� DEVELOPMENT & ENGINEERING, INC. TO PROJECT BENCHMARK. SCHEDULE "A" 5 00 GRADING PERMIT HAS BEEN ISSUED. ���`o-� P'I - APPROVED BY: �6 coEi TGAPLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: Q �15 �^ 3� 3536 CONCOURS STREET SUITE 220 ONTARIO CA 91764 1 1" IRON PIPE WITH TAG RCE 14232 FLUSH AT CENTERLINE STREET IMPROVEMENT PLANS 0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W No. 45702 �'' 7 No. 65195 A `cc,�.•-- - �t- O a ' OF MENIFEE ROAD AND ALBION LANE PER PAf�CEL MAP N0. CORAL DUNE DRIVE Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * '� (909) 581-7212 PHONE (909) 581-7217 FAX ALAN D. FRENCH, P. DATE �� y * 21838, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Expl 12-31-08 ti� R.C.E. 45702 EXP. 12-31-08 p,Expa 9-30-07 �Q OF -5 -- SHEETS DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 9p CI VIA- �e� 9 ,CIVIC-0�� D �03"� 7 SCALE: FOR: W.O. COUNTY U FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FpFCA�1F0 /z OFCAL� a FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED DATE MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-07) DATE H: AS SHOWN V: AS SHOWN GRANITE HOMES FILE N0. 9Vu5AA 0:� 2003 THOMAS BROS. PG 868, F-5 COUNTY OF IVE SIDE NEWPORT RD. LA PIEDRA RD TRACT NO , 28206 HULLAND RD, 0 N W ca U J ¢ �_ W O rLd N a R' QCe Z J 0 IN r j 0 A M L' a z mT ACT SIGNING AND ST I ING LAN = CL U MQC ANT FARMLAND Qpm �357-015-002 O, CRAI AVE. TRACT BOUNDARY 101WHRG IRQNGIE TRACT BOUNDARY GARBAN RD PROJECT 1 2 3 4 5 6 29 (PRIMAR ACCESS w SITE 7 25 26 28 1, N 11 30 IA�GJA DRIVE VICINITY MAP SPIAGGIA DRIVE —� 31 4 gMgR 274 3 R2-1 (25) NOT TO SCALE j W14-1 54 53 8 F C ) R1 -1 4 63 24 23 2 0 CONSTRUCTION NOTES QUANTITIES 9 22 Q 55 52 ME O APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE 18 LF TUSCgNY � 62 � 21 4 3 4 � P T oNT�ACTeR C p/RV f W14-1 4 PER CALTRANS STANDARD PLAN NO. A24E (BY R1 -1 1 EA TRACT BOUNDARY o 20 19 R1 -1 O APPLY THERMOPLASTIC STOP LEGEND PER w 5 6 51 10 1 1 12 13 [I� CALTRANS STANDARD PLAN NO. A24D (BY c e N`�s�.�-�oR� TR28206 - 1 61 W 18 33 O O INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. 818 2 EA Q > I (BY CONTRACTOR). _ �,o r�+T'cz A.�T c R 6 EA a > 50 I SOLE DRIVE 60 14 O INSTALL SIGN PER CALTRANS STANDARD AS SHOWN (BY LUCCIOLA DRIVE 57 15 34 I GENERAL NOTES uj � 16 17 1. TRAFFIC STRIPES PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS m TRACT BOUNDARY w > 49 44 35 STANDARDS PLANS AND SPECIFICATIONS, LATEST EDITION. 0 o 0 58 43 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE p O Q � 42 a INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE o Z w 48 _j 45 36 Q PLAN. FARFALLA COURT J PARK J 41 w w O Q 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR w U p UJI-J m 40 PAVEMENT MARKINGS SHALL MATCH COUNTY'S METRIC STANDARD STENCILS EXACTLY. ALL STRIPING o j Z) 47 39 38 AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. 46 ~ 37 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR Q I GRINDING. CONFLICTION SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL SPERANZA DRIVE TRACT BOUNDARY REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBLE OF THE DEVELOPER OR Q APPLICANT. IZ N 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN NUVOLA DRIVE Si W TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED TR28206 -3 w OPEN SPACE c0�� Z 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY TR28206 -2 n �, Q _ THE COUNTY INSPECTOR ON THE JOB SITE. a Z� 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING (' SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COST BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE REIGHT TO REQUIRE ALL WORK TO BE Qf DONE BY THE CONTRACTOR. O U w L ' 2 - 8. RAISED PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN > TRACT BOUNDARY ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. Q4 INSTALLATION SHALL BE COMPLETED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED C� MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH WITH "EXPRESSWAY" OR "ARTERIAL" CLASSFICATION ONLY. V O O J U w Law La uj - 9. ALL NEW SIGNS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM U U TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAY (MUTCD), 2003 EDITION, AND THE MAY 20, O 2004 CALTRANS MUTCD CALIFORNIA SUPPLEMENT. SIGN CODES WITHIN PARENTHESES SHALL REFER TO THE SIGNS CONTAINED IN THE MUTCD CALIFORNIA SUPPLEMENT. ALL OTHER SIGN CODES O SHALL REFER TO THE 2003 MUTCD. ALL SIGN SIZES SHALL BE THE STANDARD SIZE SHOWN IN BELLEZZA COURT ALLEGRO COURT THEIR PERSPECTIVE PUBLICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. NOTIFICATIONS: 1. THE CONTRACTOR SHALL NOTIFY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT CONSTRUCTION SECTION AT (951) 955-6885 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. Z a 2. CONSTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 PRIOR TO EXCAVATION OR TRENCHING. i UNDERGROUND SERVICE ALERT: 1-800-422-4133 Z EASTERN MUNICIPAL WATER 1-951-928-3777 EX 4830 SIGN LEGEND PALOMAR ROAD PALOMAR ROAD RIVERSIDE COUNTY FLOOD CONTROL 1-951-955-1200 SIGNING STRIPING AND MARKING Ln DEVELOPER : CONTRACTORS RESPONSIBILITY SPEED CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR D .. AIMLE 'RT LIMIT 2RPAITE PLAZAS SUITE 700 Z DEAD NORTH JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING REMENT SHALL APPLY CONTINUOUSLY GRAPHIC SCALE IRVINE, CA 92614 AND NOT BESAFETY OF L LIMITED OTO NORMAL WORKING NS AND � THOURS; AND HAT IS ITHAT THE CONTRACTOR SHALL DEFEND, � T P Tel: 949 250-9229 to DAIL TWO WORKING END 100 0 50 100 200 400 Fax: (949) 50-9 2 9 INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, BEFORE DAYS BEFORE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, YOU DIG YOU DIG MPH CONTACT: DORIAN JOHNSON EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE U TOLL FREE 1-800-227-2600 TEL: (949) 250-9229 ENGINEER. < A PUBLIC SERVICE BY R 1 - 1 R 2- 1 (2 5) W 14- 1 ( IN FEET ) UNDERGROUND SERVICE ERT 1 inch = 100 ft. AL I P050153 Z NOTE: WORK CONTAINED WITHIN THESE PLANS SEAL—COUNTY COUNTY OF RIVERSIDE SEAL BENCH MARK DATUM: TRACT 28206 SHEET NO. �p SHALL NOT COMMENCE UNTIL AN USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O F ESS TRANSPORTATION DEPARTMENT MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34 COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A 9QR� A, �Hq� � P�es TGADEVELOPMENT & ENGINEERING INC. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER 00 GRADING PERMIT HAS BEEN ISSUED. ��'o-ed ��h3�yc APPROVED BY: de LIT TO PROJECT BENCHMARK. SCHEDULE "A" N o z PLANNING ENGINEERING CONSULTING PROJECT BENCHMARK: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w No. 33950 � 7.� 0 No, 65195 Q 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 1 4" IRON PIPE WITH TAG RCE 14232 FLUSH, AT CENTERLINE IN-TRACT SIGNING AND STRIPING PLAN O � ° 909 581-7212 PHONE 909 58 -7217 FAX OF MENIFEE ROAD AND ALBION LANE DER PARCEL MAP NO. Z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. * * AL A. 0 MAN .E. DATE *� {Ir ( ) ( ) 21838, PMB 146/1-26. ELEVATION OF 1436.53 FEET, NGVD 29. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR p Exp, 6-30-08 Q R.C. 3395 E> 06- 08 p Expi 9-30-07 Q LOF SHEETS DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �ql CIV. ��� /_ �qT CIVIC-���� D �D�-DAL SCALE: FOR: W.O. COUNTY U FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FCFCAI ^�" a FOFCA�IF ) AS SHOWN AS SHOWN FILE NO. < FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED DATE MANUEL DE JESUS GONZALES, RCE 5195 EXP. 9-30-07 DATE H: V: GRANITE HOMES COUNTY OF IVE SIDE 2003 THOMAS BROS. PG 868, F-5 NEWPORT RD, T ACT NO . 8 06� F LA PIEDRA RD .. q HOLLAND RD. N U 0 q U Ll Ld EET LIGHTING LANI!)ST J r m O Cu O! Q W Z J E Q w >_ j O Z 2:3 La o Qp Z U Z Q 0_ LLI LLI1 \ a = `n CRAI AVE. I I I w TIIlIG�1(�T 31140; I I PRdP. STREET LIGHT ', \� ' EL > I I PE MS 40�1 PROJECT O __ I I � I \ GARBAN RD Z PROP. STREET LIGHT STA. 17+50 < EBB gam, CRAIG AVENUE CPRIMAR ACCESS SITE - - TA. 13+50 N PROP. STREET L GHT HANOVER LANE (0i PER MS 4061 LO t STA. 10+05.81 w 29 30 31 32 33 34 35 36 37 r- 10+5 0 .89 14+ _T 13+8Q.89 \ i _STREETLIGHT ` STREET LIGHT STREETLIGHT 15+18 2 / STRE LIGHT I �1 12 CORAL DU1 DRIVE 14-_ 1v5 MCINITY MAP 76 NOT TO SCALE 0 Q I _ AGO SECTION 11, T6S, R3W 0 � - 17 14+02.98 0 Q I STR ET LIGHT -1 19 8 38 PROP.op. LIGHT 28 27 16 'PER T ACT 28206� �� STA. 1 31 .01 a � I 20 CO' GENERAL NOTES Q Q 26 1 5 39 DUN f OR�VE 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE COUNTY OF RIVERSIDE 12+55.03 ORDINANCES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION /,a( STREET LIGHT ^ j 40 1998 EDITION OR LATEST. 10+86.03 �x S EET LIGHT J 21 14 (�g lz� 2. THE CONTRACTOR OR DEVELOPMENT SHALL SECURE ALL PERMITS REQUIRED BY THE 25 7� 14+07 9 COUNTY OF RIVERSIDE PRIOR TO COMMENCEMENT OF ANY WORK. 22 STREET L HT o (LID 4 'TRACT 26206-3 o O g1 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE COUNTY OF 2+35.51 3 Ix �° RIVERSIDE 24 HOURS IN ADVANCE PRIOR TO THE CONCLUSION OF EACH PHASE OF ST fT LIGHT Q WORK SO THAT THE CONSTRUCTION INSPECTOR CAN INSPECT THE WORK BEING o 23 42 Q DONE. \ 4. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT o1 12 N / 0 Q 1 -800-227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING 24 > 43 m UTILITIES. o: 5. CONTRACTOR SHALL OBTAIN APPROVAL FOR THE EXACT LOCATION OF THE NECESSARY Y EQUIPMENT AND POLES PRIOR TO INSTALLATION. 7 °' - tN 44 45 46 IVORY COURT 6. STREET LIGHTS ARE A COUNTY REQUIREMENT AND SHALL BE INSTALLED PER THE > PROP! STREET ;LIGHT RIVERSIDE COUNTY AND EDISON STANDARDS WITH AN APPROVED STREET LIGHTING _ 12+4 .58' 1 Iz ol- PER t RACT 28 06-3 PLAN. STREET LIGHT T STA +93.54 ^ ' 11 4 I 7. THE CONTRACTOR/DEVELOPER WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE 6 �� 1� +12 3 FELD PAR DRIVE 1� I COUNTY OF RIVERSIDE, CTHE OFOWNER, THE ARCHIITNCT, THE ENGINEER, AND HIS CONSULTANTS, AND EA S D EMPLOYEES AND AGENTS, FROM I ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE, ARISING OR ALLEGED TO ARISE �. 10+55.0 13+92 5'S FROM THE PERFORMANCE OF WORKED DESCRIBED HEREIN, BUT NOT INCLUDING THE STREET LIGHT SOLE NEGLIGENCE OF THE COUNTY OF RIVERSIDE, THE OWNER, THE ARCHITECT, THE STREET LIGHT ENGINEER, AND EACH OF THEIR OFFICERS AND EMPLOYEES AND AGENTS. 5 53 52 51 50 49 48 47 u > 8. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE z z RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES I 4 g 13+25.71 TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OF STRUCTURES NOT - 54 55 56 57 STREET LIGHT SHOWN ON THESE PLAN AN IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY 58 0 DAMAGE TO THESE LINES OR STRUCTURES. STA s� . 12+18.92 a STREET LIGHT 3 9. THIS PROJECT IS LOCATED WITHIN THE 30-MILE RADIUS OF MT. PALOMAR. T ZE 1�`NE 1 1 1 12 13 , _ 10. SCE/IID SERVICE PLANNER WORK ORDER NUMBER - PEWTER [COURY ' LEGEND DESCRIPTION QUANTITY 11 +11.43 STREE LIGHT INSTALL 120 VOLT 55 WATT LOW PRESSURE 14 63 62 61 60 59 z � 1 SODIUM VAPOR 8000 LUMENS STREET LIGHT PER Q COUNTY OF RIVERSIDE STD. NO. 1000. PROP. STREET LIGHT Q OR❑ EXISTING STREET LIGHT OR PROPOSED STREET 2 C� PER TRACT 28206-1 LIGHT PER SEPARATE PLANS Z STA. 14+82.92 2 In _ C� T J ���C� 2s2006-1 �� � f- A4 E L RT _ " _ TUPELO ROAD GRAPHIC SCALE w 0 100 0 50 100 200 400 � ;ES ll - �- � DAIL TWO WORKING �^s� N BEF YOUORE DIG DAYS AYOU DIG _� � `-�4r ( IN FEET ) UQ f'fD 0457G2 �j`' I inch ft. E.a. TOLL FREE 1-800-227-2600 Z O 8 1 O INDEX D E X MAP P A PUBLIC SERVICE BY 1 V E�-, ;ti�� UNDERGROUND SERVICE ALERT f�: �; 1 _100, 1 P 0 5 015 3 Z r r.: NOTE: SEAL-COUNTY SEAL BENCH MARK DATUM: TRACT 28206-F SHEET NO. �p COUNTY OF RIVERSIDE USGS MONUMENT Z311: BENCHMARK DISK SET IN TOP OF CONCRETE O WORK CONTAINED WITHIN THESE PLANS E TRANSPORTATION DEPARTMENT MONUMENT, STAMPED Z311 1935. POSTED ELEVATION OF 1335.34 COUNTY OF RIVERSIDE QRDFN9 �9 Q� DEVELOPMENT & ENGINEERING I N C. FEET NGVD 29. MONUMENT UTILIZED FOR GPS ELEVATION TRANSFER CO SHALL NOT COMMENCE UNTIL AN y d A. �,� ¢Jes�C��L TG PLANNING ENGINEERING CONSULTING PROJECT TO PROJECT BENCHMARK. CO SCHEDULE "A" N ENCROACHMENT PERMIT AND/OR A �`�� oe �h3c�yc APPROVED BY: �'�d GRADING PERMIT HAS BEEN ISSUED. w 7 �� No. 65195 Q 3536 CONCOURS STREET SUITE 220 ONTARIO, CA 91764 1 4" IRON PIPE WITH TAG RCE 14232 FLusH AT CENTERLINE O 9 y q-z-o 3 N No. 33950 � `� d 909 581-7212 PHONE 909 581-7217 FAX OF MENIFEE ROAD AND A�BION LANE PER PAkCEL MAP NO. STREET LIGHTING PLAN Z li W A I &B A 9;TH\ A A I 21838, PMB 146 1-26. ELEVATION OF 1436.53 FEET, NGVD 29. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR REVISED ST. LIGHT IN FELDSPAR DRIVE it � P.E. DATE �� (► it � $�I7 B.E.. Q �b 1111 o r ��+��+ Ex l 9-30-07 �.. OF SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. p Expl 6-30-08 Q. �.�. EXP. B$=�08 �+ p Q. � j // IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �9 C �. �~ 4570Z I2_ 3l �/ �9 CIVIC- �� '' •- `�--- �Z 7 SCALE: FOR: W.O. COUNTY U DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE rFOFCALZE�� `-� �/y�l ��CAL�� .� W.._ Q FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE MANUEL DE JESUS GONZALES, RCE 65195 XP. 9-30-07) DATE H: AS SHOWN V: AS SHOWN GRANITE HOMES FILE No. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED H