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Home My WebLink AboutTract Map 29639-2 Street & Storm Drain Improvement GENERAL NOTES HARVESTON TRACT NO. 29639 � 2 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK 15 21b �1` AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. S REE & STORM DRAIN IMPROVEMEN PLANS PHONE: (909) 694-6411 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE HARVESTON SPECIFIC PLAN �,� LAKEb�W ROAD.rIt 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA CNANL gTON LAW PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. lb 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, AMSTO11 TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY DRIVE ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO _ ' YOF RCADEPARTMENT RIOWORKSIC RAN EFOILENT PAaTR.306RIVE PERMIT FORALL WOKONEXXSTING CITY MAANTAINEOADS, AND FOR UTILITY 69-2 CONSTRUCTION NOTES & O U A N T I T Y ESTIMATE WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS SHALL BE IN PLACE PRIOR TO TORN DRAIN ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT A DMVE PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: It' PER PER RCFCD CONSTRUCT 3" AC W/SEAL COAT OVER 8" CRUSHED AGGREGATE BASE gq A.C. 3 545 C445 ONS 191 ,310 S.F. SEWER, WATER, ELECTRIC, GAS k DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTEDgle a2 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD. 200 8,455 L.F. ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. Ate �3 CONSTRUCT CROSS GUTTER PER CITY OF TEMECULA STD. NO. 210 1,625 S.F. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT O CONSTRUCT CONCRETE SIDEWALK PER C.O.T. STD. 401 MODIFIED, (WIDTH PER PLAN) 57,125 S. VICINITY ANAP PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMEMCULA STD. 402 18 EA. NOT TO SCALE 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN Y AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. Y / INSTALL 50 WATT SINGLE NOSTALGIC STREET LIGHT (400 LUMEN) PER EDISON STD. AND C.O.T. STD. 801 41 EA. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT "SHALL" / FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) ~ (7 INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. 207 2 EA. LINE �� 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN SHT 7 R '� O INSTALL COMNrERCIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. 207A 1 EA. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED TR 31053-2 AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM G) REMOVE EXIST STORM DRAIN 155 L.F. TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. LINE C LEGEND L I O 11. PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. SHT 7 INSTALL 18" RCP 755 L.F. T C-9 TR -1 21INSTALL 24" RCP 401 L.F. CENTERLINE -- -- 12. INSTALL STREET TREES IN ACCORDANCE WITH THE HARVESTON SPECIFIC PLAN I ' � INSTALL 30" RCP 1,338 L.F. RIGHT-OF-WAY R/W ALL BE INSTALLED IN ACCORDANCE WITH THE HARVESTON I 23 INSTALL 36" RCP 221 L.F. 13. STREET LIGHTS SH O TC SPECIFIC PLAN LINE C TOP OF I SHT 6 25 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD. JS 227 3 EA. 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE ASA SIDEWALK SWK MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCTCONSTRUCT JUNCTION STRUCTURE NO. 4 PER RCFCD STD. JS 229 2 EA. I EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO � FLOW LINE MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. LAT C-3 27 CONSTRUCT MANHOLE NO. 1 PER RCFCD STD. MH 251 5 EA. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED SHT fi FINISHED GRADE FG WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE7 O CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. MH 254 1 EA. PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING 71 ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING w p CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFCD STD. TS 303 3 EA. GRADE BREAK GB ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE z ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. i v 31 CONSTRUCT LOCAL DEPRESSION PER RCFCD STD. LD 201 17 EA. TYPICAL TYP. 7 16, PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER p \ LINE C 32 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 17 EA. SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. ` HT 6 EDGE OF PAVEMENT EOP 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE LAT C-2 CONSTRUCT CONCRETE COLLAR PER RCFCD STD. M803 1 EA. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION ` HT 6 ASPHALTIC CONCRETE A.C. OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 'UPON REQUEST, THE MODIFY EXISTING MANHOLE NO. 4 WITH NEW LATERAL PER RCFCD STD. MH 254 1 EA. APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY LAT C-1 CONSTRUCTION NOTE NUMBER jo ENGINEER FOR REVIEW AND APPROVAL. T 6 L 1 NE E 1 Apo PROJECT BOUNDARY T 8 '' t � - EXIST. STORM DRAIN SD TR 2OM-2 try \ ,'Al PROPOSED STORM DRAIN - SD LOT 12 PA VING NOTES LAT F-5 �r TWIN STREET LIGHT (4,000 LUMEN) • Y T 9 / b',��,. 1. MINIMUM PARKING LOT GRADE SHALL 8E ONE (1.0) PERCENT. LATE-1 $ SINGLE STREET LIGHT (4,000 LUMEN) 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 8 ` LAT E-2 ` STREET LIGHT (22,500) 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES LINE G PRIOR TO PLACEMENT OF PAVING. ~" �! �►� 9 BARRICADE C] o ❑ n_� 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE CNS APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION TREET SIGN SHALL CONFORM TO SECT I ONS 37, 39 AND 94 OF THE STATE STANDARD STOP SIGN L� SHT 9 "ACE SPECIFICATIONS. SIT -2"Q IL VERIFY IN FIELD V. I .F. 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA T DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK PROPOSED EDGE OF PAVEMENT WITHIN CITY RIGHT-OF-WAY. •• •• �• G. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC oo FIRE HYDRANT 0 WORKS, ONE INSPECTION AT SUBGRADE, THE SECOND AT THE TIME THE BASE IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. AV/AR VALVE op-� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED I WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE E CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. N of 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT PAVING. 00 INDEX MAP 9. COMPACTION TEST OBSERVATION OF SIBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE SCALE: 1"=200' PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. W 10. TWO SPECIAL INSPECTIONS OF HANDICAP ACCESS AREAS BY THE BUILDING AND LANDSCAPE R/W 66' R/W SAFETY DEPARTMENT ARE REQUIRED. LEGAL DESCRIPTION SLOT 37' �, 2' TOE ASSESSORS PARCEL NUMBERS: o PORTIONS OF BLOCKS 161 ,162,167 AND 168 OF THE TEMECULA SETBACK 911-160-005 911-180-004 I N THE OFFICE OF AND WATER COMPANYCOUNTY RECORDER OF S N DIEGO COUNTY SETBACK 359 OF MAPS 2' TOE on 14 23up 23 911-160-050 911-180-015 SHEET INDEX n CALIFORNIA 6' MIN. 5' 12' 12 12 5# 6 3' 911-160-054 C4 ANDERIMG VARIES SWK PUE. � SHT. 1 GENERAL NOTES, DETAILS, VICINITY MAP AND INDEX MAP ?.r S I DEINALK 'L 2 4STREET IMPROVEMENTS NOTICE TO THE CONTRACTOR 2.0% ' 2.0% BASIS OF BEARINGS SHT. 2 HARVESTON DR. STA 43+12.54 - 52+00.00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR �� 4 �^ ~� ?. SHT. 3 HARVESTON DR. STA 52+00.00 - STA 64+00.00 � STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE ,yq 1 THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS "TRAK" SHT. 4 HARVESTON DR. STA 64+00.00 - STA 76+00.00 -�" AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, GRS80 ELLIPSOID, CCS83, SHT. 5 HARVESTON DR. STA 76+00.00 - STA 85+87.45 PLANNING ■ DESIGN ■ CONSTRUCTION AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, JOINT JOINT EPOCH 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF Z EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER UTILITY UTILITY RECORDS OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE STORM DRAIN IMPROVEMENTS 1-11 ~ DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR TRENCH COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND TRENCH COUNTY, CALIFORNIA, BEING N52 19'02.84"E w 27555 YNEZ ROAD, SUITE 400 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE SHT. 6 LINE C STA 10+00.00 - 17+00.00, LAT C-1,C-2.0-3,C-4 ■ ■ ■ �/ SHT. 7 LINE C STA 17+00.00 - 22+86.70, LAT C--7, C-8, C-9 � TEMIFOF�NN TEMECULA, CALA 92591-4879 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY L I NNES NOT OF RECORD OR SHOWN ON THIS PLAN. H A R r E S T O N DRIVE (STA. 4 3+12.5 4 - 8 5+8 7.4 51 SHT. 8 L I NE E STA 10+00.00 - 16+65.5fi, LAT E-1, E2 J CONSULTING 909.676.8042 - FAX 909.676.7240 • www.RBF.com SHT. 9 LINE G STA 19+83.64 - 21+22.53, LAT C-5, C-6, C-10, C-11, - - � Not to TI ° =7 LD02-213CO J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALE QROF E S S I p�,�` RJB MJB MAD RAM RLS/MAD RJB RECOMMENDED BY: DATE: CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS i CONTRACTOR C. HORIZONTAL A-, f y� P NS PR PA UNDER THE SUPERVISION OF � V _ ACCEPTED BY: DATE: /Z f o 3 STREET IMPROVEMENT PLAN o AS NOTED x.63494 � DATE: 12' RONALD J. PARKS HARVESTON TRACT 29639-2 Ln SEE PAGE 1 Exp. 9/30/06 - DEPUTY DIRECTOR OF PUBLIC WORKS q VERTICAL sf �1V1` �� MATTHEW C. HI K - � 7l �� 3494 9 30/06 19744 EXPIRES: 9-30-05 �f�j�====98�:=�=� HARVESTON DRIVE a DATE COMPLETED F F R.C.E. NO. 6 EXPIRES: / R.C.E. NO. H T OF AS NOTED 0� C 1��-� � TITLE SHEET SEE 1 9 = ................ -------- ------------- t------------------- --------------- _0_ I __4---------------------- ------ . .PI.4 .4 5+N 1&.00 EL.. -A.41.081-22 40.30 =0 G2 -0.60% GI 10.83% -------- ................. EXIS�I GR N14 ------ t TW_ ---------------- _A T V449 o�_,_ I 4E ------- - 0 -------------- -- --------- 8 x N IL a pp,qbdr S.E-W + o ro� n - ;�2 +z r7 n a --------------fi F. - ------- -- ----------RT: + 0 E ST NG u') se ---- Of 8 O --------------------------------------------- -------- ___ia La )ROFOSED TG Wl� m 8 Now-mm mm 0, ------------ ---- ------------ -4- ------- --------- ---------- --------------------- + 0 -0 Ox w > 7 1E CL RI 0 43+80.00 EL 1 z ---------------------- ------------- 108 uj ------- ---------------------------------- __--------- ------------ x ....... --------------------- ------ CP z CD 2.4 ---------------------- .......... ---- -------------------- + 90+0 0 p- Ito --PR=n�n I-,- I I ,jig, + 0 ------- N-vlq-- + uv�-- 1 1-1 STING Z--= 00 0 r �vr em% A + .............. =�------------------------- - ----- .......... + 0 FS 8 ------------- 0 rn + + Ln -0.r-)O.% x .......... cq + aom mww- -------- Wm� a. m, OIC 8. ................. ---mm -0 ..................... "1 1111- �-- ------ < I L,B4'_..OC I-AW 4,. 00- L--,r--- I __ _-_ ------------ G2 -0 An I V.%Jf f eV4=10.S 1 =9. '6' ................ I c L ------ Ll a c� 00 r- S 0 25 -C + 0 %_0 - n . + �6 F. z _10 - _ ........ ........... ------ An ID_ --------- ------------- CURB U-) E IST 6 w rc ------------------ momm"pollmom 0 -------------- ------- cy) 0-. "o, C)n ki + 0 1 -t LC 0 741 -0.60% ---------- I I ........... ---------- ------------------------- MCFU SME ---------- ----------- HORI Z: 1 40' VERT: 1" 4' T_r ----------- 52 51 50 49 48 47 46 45 44 43 42 41 40 LAKEVIEW ROAD ARSE A LAN as.,Ot C14A 66 9 zi 6 6 )K )K Zo I TRACT 29639-2 TRACT 29639-2 + A L 01T 7 401 +56.49 ECF! Ul) LLJ LOT 7 I_ C14 10 z N 19 + ;pVjd;5'3 Lf)Z ftAcl cn TRACT 31053 COOT Luo 95 IV I OD cn W0 19+ 33.67' 224.65' 0 5 4 A WA YL EXISTING BARRICADE -6 RW- 45 44 N59 O6 30 E 4D 42..__....._ 8 S.__ 4 70 -6" Rw 17 2.95' ............................................ 7 6 0 ,omomf 2- SEV-R' 5 25 W 8 S 12 1,17N i V.6 /.349 !1 4. l_Jv 2.95' /W t I b 185.07' C4 70 Tm E RA 0 9- + V. 16 5 0 l'- III I � w cv) .lk ATCH INE w 00 0) .OA 4 C4 0) C4 le) (7)_j pr) �; cq C4 // 78 0 1 C4 C4 + + + TRACT 29639-1 c� C4 TRACT 30559 to ro J 0 rn C4 tp cp. + LOT 13 + to + (n C-V 46+09.10 HARVESTON DR I YE 20 - 20+00.00 PASADENA DRIVE 20 26.12 - 20+00.00 CHARLESTON LANE 6 INTERSECTION PASADENA DRIVE .1,11,1110 4 E TRACT 30559-2 0 �1. to STORM DRAIN LINE B RCFCD HARVESTON DRIVE. po PER SANTA GERTRUDIS ARROYO STORM DRAIN STAGE 1 PLANS 00 6 y�, i 2 ��tic, z CURB CENTERLINE DATA wr, 0 -0- DELTA/BRG RADIUS LENGTH TANGENT REMARK 1 A-,- 28"19'06" 1123.00' 555.04' 283.31 ' CURB 2 br-- 92*3223w 25.00' 40.38' 26.13 3 bF 82057'05 25.00' 36-.T9-T"--22.10' w 0 STREET LIGHT Q 4 ii--: 0�141 '48" 1123.00' 33-25' 16.63' x V) 0 In r- O 51+65.00 6 5 N59@06930E 2T4.65 C14 • 6 N59*0630 E 9.65' 7 &-- 56 9 15'OT"'-- 9.00' 8.84' 4.81 7 8 18F 56'15'04 9.00' 8.84' 4.81' 9 N59006'30wE T85.07 r ff w CONSTRUCTION NOTEll 10 56 1504 9.00' 8.84 4.81" z w w 0 11 56 15 04 9.00, 8.84' 4.81, F_ 12 01*27'45" 1077.00' 27.49' 13.75' CONSTRUCT 3" AC W/SEAL COAT OVER 8m CRUSHED AGGREGATE BASE V) PLANNING ■ DESIGN ■ CON STRUCTI 13M 13 88*32'1 25-00 24-37 (D 14 96'22'38 25-00 42.05' 27.95' w CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER CITY OF TEMECULA STD 200 < I w X 15 2800847 1077.00' 529.07 269.99 w CONSTRUCT CONCRETE SIDEWALK PER C.O.T. STD 401 MODIFIED, (WIDTH PER PLAN)16 b,-- 34*3125 1100.00' 662.81 ' 341 .81' CENTERL I NE 40 0 40 80 120 w 27555 YNEZ ROAD, SUITE 400 17 N59 06'30T�E 224.67_ CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 TEMECULA, CALFOFNA 92591-4679 cn I-, INSTALL 50 WATT SINGLE NOSTALGIC STREET LIGHT (4000 LUMEN) > CONSULTING W9.676.8042 FAX W9.676.7240 www.FBF.com PER EDI SON STD AND C.O.T. STD 801 GRAPHIC SCALE LD02-213CO z < CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARK WESSI DESIGNED BY DRAWN BY CHECKED BY DRAWING No. 0 SCALE 0 - 0 RECOMMENDED BY: o9d9b DATE: DEPARTMENT OF MKIC WORKS C. RJB, MJB,MADti ,RAM RLS/MAD RJB 60-1 CITY OF TEMECULA CONTRACTOR HORIZONTAL PL S PR P RED NDER THE SUPERVISION OF C.0 ACCEPTED BY: DATE: STREET IMPROVEMENT PLAN AS NOTED Lai No.63494 rn 2 INSPECTOR or_ -10 0 RONALD J. PARKS HARVESTON TRACT 29639-2 SEE PAGE 1 Exp. 9/30/05 DATE: DEPUTY DIRECTOR OF PUBLIC WORKS MATTHEW C. HICKS < VERTICAL Cl v I\. < DATE COMPLETED R.0-E NO. 63494 EXPIRES: 9/30/06 R.C.E. NO. 19744 EXP I RES: 9-30-05 HARVESTON DRIVE AS NOTED or Ck STA 43+12.54 - STA 52+00J00 SHEET 20F 9 W Cbz 0 MIG .T + 777 r C? -no + )-2 -9 2 --------..---------------- ----------- -------------- -------- ....... ------------- --------- ---------------------- ........... ----------------------------------------------------------- PORTIONN 1 V VC4 57' P Illi 56-00.00 L - 1100.9 8 8 Gl = --ll.6C% 0 + --------- md ------- 0 ------- --------- ------- 9 + 0 Lo 6"O.F. uj -------- --------.................------------- -------------------------------------------- ------------ ---------- ---------------------- ---------.................--------- -4------- --------------- -------- ------- -- ------- ---- ------------ 8 iI .......................... 50 cl) 0 .............. .......... --- UL r 1p%lllo + 0 P Qkv var n IL ql 6OF%w 5 IL 16 c 0 LLI Ic R CURB -4�- ----------------- .......... ----- ----- 8 80 --------- ............. C3 ui noo Vc I I I I I I I I I m -------- PI 0 55+00-00 EL - 1 > mm Now I I I S C. >1 I'm - - ........ 2 OU ............. mom C4 0 + 0 + > 00 8 W)0 ................- f YSF-6--F-S --------------- + M 04 ------------ ------- Slrr S r----------- .............................................. ------------ Lo Ln 4 cnco ....... 00 uta csd -11� . - --- ---------- 8 'co I I I i I I I I I AL :L T- LLJ os --------------------------------- U) " "..'.ln� ------- --------- ------ --------- uj --------------------- 8 L(i j 4� -------------- .......... '7 C) 55 OC EL 8 = - N C'4 L) 0 0 ---------------------------- - ------ ----------- 40 + 0 i po 0 0 04 8 + 0 ni- ............... + -Ron�ZM T( 8 •CN 0 + o O 6 C.Fl. Ln ------------ + 14' 10, . ........... 0 + 8 for- --------- --------------- ........ + r-0 C-> -ehimmommo-m -------------------------------.......... 7T- + Lo W. ao 81. ------- 8 o i I ---------- �' 0- .j 6 Lo co en I U I I 8 L.......... c; C.F. co tl .000-00 7-7 ...... cry-r.j ----------------- - ---------------------- ----------- ---------------- ----------. Po 0 40 +(" *0 PROEU SCALE ------ ------------- HORIZ: 1" : 40' t I VERT: 1" : 4' 64 63 62 61 60 59 58 57 56 55 54 53 52 F AIRMO"T, PLACE 3 0 uj 13 8 + 6 6 + + 2 53-+ 1.69 ;;37 I -j 38 LAIVe g -AT C HLINE 55 39 + ry 294.70 cvn) 6 slo RW- 5 ro .59 12 L&J 4 Av 12* IYA 1� 15 W sq*�2 Ar 8 3 39 Go 0% 5 _ _ �. Z 57+7o.00 20+ 48 _0 I ;r - 6 OF TRACT 0669- u*l ATCHLIN *75.00 r 4 L 11 8 -j 00 T 66" to 79, STORM DRAIN LI 0 + = 20+00.00 MENDOCINO LANE 2 SEE SHEETS 6-7 R 3 33 = 20+00.00 FAIRMONT PLACE 55+31.78 HARVESTON DRI q INTERSECTION 20+00.00 ABERDEEN LANE o' 13 0 INTERSECTION 6 47,10 #100 E y0yAr IY47 rl� MENDOCINO LANE N TRACT 30 6 2 N 0 11-1 0 co 63 -1 PAC, SOA ;p �e jr z 14 tp HARVESTON DRIVE *0 STORM DRAIN LINE B RCF 4;) o,n\ v SANTA GERTRUDIS 6 C9 ARROYO STORM DRAIN STAGE 1 PLANS 0 CURB CENTERLINE DATA Q DELTA7BRG RADIUS LENGTH TANGENT REMARK 1 - &-- 23"37'42 1123.00 463.12 234.90' CURB 2 8p 90 �5 25.00 39.50 25.23 W w 3 6r-- 8501313 25.00 37.18 23.00 4 14051 '01" 1123.00 291 .07 9 146.35' CONSTRUCTION NQ-= z 5 87 0 45'13" 25.00 38.29' 24.04' 0 SCALE. 6 87045'13" 25-00' 1.140' 38-29' 24.04' CONSTRUCT 3" AC W/SEAL COAT OVER 8" CRUSHED AGGREGATE BASE 0 7 A-- 15002060-- 1123.00' 294.69' 148.19' 0 PLANNING ■ DESIGN E CONSTRUCTION 8 A-- 34*07'12 1077.00' 641 .36' 330-51' 0 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C.F.) PER C I TY OF TEMECULA STD 200 < 9 b,- 92027'06" 25.00' 40.34' 26.09' 10 A-- 92 0 2706" 25-00' 40.34' 26.09 CONSTRUCT CONCRETE SIDEWALK PER C.O.T. STD 401 MODIFIED, (WIDTH PER PLAN) r 0 uj 40 0 40 80 120 11 A-- 2302853 J077.00' 441 .38' 223.83 w 27555 YNEZ ROAD, SUITE 400 A �-1'2' 62 30 16 1100-00' 11200.00' 667.56 1 . ..CENTERLINE OCONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 TEMECULA, CALFORNIA 92,W-4679 OINSTALL 50 WATT SINGLE NOSTALGIC STREET LIGHT (4000 LUMEN) > CONSULTING 909.676.9042 FAX 909,676.7240 www.Rl3F.com GRAPHIC SCALE PER EDI SON STD AND C.O.T. STD 801 z LD02-213CO CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING No. SCALE ol ssj KWIC WORKS RECOMMENDED BY DATE: . DEPARTMENT OF < RJB, MJB,MAD,RAM RLS/MAD RJB CITY O F TEMECULA HORIZONTAL PL S P P RE/,kNDER THE SUPERVISION OF CONTRACTOR ir� y- ACCEPTED BY: DATE: IVZ410.1 STREET IMPROVEMENT PLAN 0 AS NOTED No.63494 rn INSPECTOR SEE PAGE 1 Exp. 9/30/06 DATE: RONALD J. PARKS HARVESTON TRACT 29639-2 1--" VATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS < VERTICAL Jf C1 v J\. ..... ------ DATE COMPLETED R.C.E. NO. 63494 EXPIRES: 9/30/06 R.C.E. NO. 19744 EXPIRES: 9-30-05 HARVESTON DRIVE AS NOTED STA. 52+OaW - STA 64+OaDO SHEET 3 OF 9 0 0 L o -15 L 0 7CT-3�'I� A ......................... ........ .............................. -------- -------------------- ......................................... ......... .............................................. .........................- .......... ...... .............. ............ ...... ................................................ ----------- ..................................... 401.52 PO RT I 4N C!F 100 VC ()..-A 4M _T3 P 1 0 7�+00.00, EL 11091 .65 = f% A A 4F M rk'l I �Ooj Ic r. Cl �= . 0 7+00.OC EL 1088.80 1 in 100, VCI cl) I �O 6 ...... ....... ....... U IAR 08 % 10 .0 P 1 0 7 EL 1 08 95 co co > 8 cq .......... ............. ....................... 7,1;" 1 1 11 , I 4+ .......... I I � + cn C) r�, > 1-1 C) in (5 + ME, .............................................................................................. ............................. uj ................... 8 d)5 3ED TIC 8 r 8 g ........ + --- ----------- ....... + ........... ................. _7C_ ......... ........................................... --- ----------------- .... ...... --------- s,_ tu................... ........... --- ----------- rl-8 3 0.57% CN co 0! 10-8 0 to + + Lz 8 C6 .......... 6" C�F. . ..... ...... ......-, .... I ---------- t .. ........ + q n 0MW WAI.. ..............------------ .......................... ... .............. 0 mV) Q N--Wp uj...... ............ ---- ---- ......z a NO34 cn 1v .i_ 1%j1 83.TO0 .1. 4)L5�7' ;2L AI=Ll.-.=-4...............8.3 4_........... 00 VC 0 Pi 0 = 7 _EV 1038.0• e-, 00� PI 10 6 7+(X).OC EL 188.88Lo MOc LQ 04 I 00 -------- ------l- ++ + LLI+ ch 0 +Lis r"I04 0 j 17� 1 03 ++ lwom ............. r%- 10 +F2+ ARAST N DRIV5co u) URts LM.JE ..............I qT CTIONLLI E................................. ------------------ ............ ......................... -------- ....... --------Ool VC ............... ----- ------ Pi 0 72+00.00 EL 1D9165z.......... ------------ 4' NEWI 00 VC Lo r-i r 0111AI.Vu ELI lvoolov 38 1 TI 1 VC NOUR18 to ij PI 0 75 .0 .95 CoLo D 8 m0 e*%l 5 + L L)+ c T• C! 8 > cn 8 +ii Ld r- PR D09' 0 CII; 0 - -D g1 100 QD 0 MRM 0=0� 0 +co0so 0 QD SON OR7 806 Lb24' DRIVEWA' + Lf)CD -0.9--o---------------------- .............................................- PROEU SME ------ --- ----------- VERT: 1" 4' 64 65 66 67 68 69 70 71 72 73 74 75 76 CURB CENTERLINE DATA y�� t�`�DELTA/BRG RADIUSLENGTH TANGENT REMARK1 A-- 04"04'49- 1077.00' 76.70' Sg.36 CURB2 N420000W 35-24' -64+60.28 HARVESTON DRIVE 3 N--- 401802927.00652.03' 340.1620+00.00 DALTON ROAD 4 b,- 92 0 51 '3525-00' 40-5226-28' 6- 92651 '35INTERSECTION 5 Ar- 25.00' 40.52' 26-28' kp315.6 19030' 130 927.00' 55' 159-32'7 A-- 07652'010 973-00' 133-60' 66-90' TRACT 30668-:28 &-- 87*24'56 25. 38-14' 23-90' 'A 0 9 A--- 87524'56w 25.00' 38. 14" 23.90 p w 90 , 10 &-- 52029'16" 973.00' 891,35' 479.70 7ww 0 Q 11 N42obb 00 W 9.08, 74+26.71 HARVESTON DRIVEW In 50+00.00 CHATHAM LANEt TRACT 306159-1 9* ' " ' ' ' INTERSECTIONC6c) IL 13 7*45' 1325.00' 38.29' 24.04 6 6 14 00*53'36 w 1123.6617.51 ' 8.76' IN -1LAJr xco39.18' CENTERLINE15 04"0449" 1100.00' 79.33 % 0.16 420000W __ 1 35.24' ;,-#- 100Q�Im 1 17 1 &-- 65"31 '24" 1 950.00' 11086.42' 1 611.34- 1 <TCy 141 <11b I&- f!2.-1 z 6 %%-4% v, co -\w 49•76 CID TRACT 3055-1Cb TRACT 30569-1 -04 >2 LOT 54 TRACT 30668 i pn 10 1> 5 � 6 mCA 5 7J AZ -7.3Ixel 54 (00 3 2 cill. A E 7v 30 5 '01�evg�647.al P "C3D.;-o 0,- e00 00 6SD LINE C 72+29.20 HARVESTON DRIVE E SHEET 6 2 15" SEWER 10+00.00 AUBURN LANE zINTERSECTION} �-O wcn 10 TA89 -4;D 904.1 SEE SFEET 8 7r4� 0 6 N 6 7 CONSTRUCTION NOTESEXISTING SD PER TRACT MV-1 'TRACT 2963,q-2 8LOT 12HARVESTION DRIVE CONSTRUCT 3" AC W/SEAL COAT OVER 8m CRUSHED AGGREGATE BASE acrn (DCONSTRUCT TYPE "A-6" CURB AND GUTTER (6m C.F.) PER CITY OF TEMECULA STD 200 CONSTRUCT CROSS GUTTER PER CITY OF TEMECULA STD. NO. 210 V)PLANNING DESIGN E CONSTRUCTION CONSTRUCT CONCRETE SIDEWALK PER C.O.T. STD. 401 MODIFIED, (WIDTH PER PLAN)G) CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 w 40 0 480 120 w 27555 YNEZ ROAD, SUlTE 400INSTALL 50 WATT SINGLE NOSTALGIC STREET LIGHT (4000 LUMEN)TEWECULA, CALF0RNlA 92591-4679PER EDISON STD AND C.O.T. STD 801 I-- CONSULTING 909.676.8042 a FAX 909-676.7240 - www.RBF.comGRAPHIC SCALEINSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. 207INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY OF TEMECULA STD. 207A zLD02-213CO <CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRA" BY CHECKED BY DRAVANG NO. 0$CALE �ozv sslo*! 0RECOMMENDED BY: DATE: DEPARTMENT OF PtNK.IC WORKS < RJB, MJB,MAD,RAM RLS/MAD RJB 0 CITY OF TEMECULAHORIZONTAL A�, PLANS PREP ED DER THE SUPERVISION OF cqCONTRACTOR CIDU) 0ACCEPTED BY: vt6uL DATE: STREET IMPROVEMENT PLAN 0AS NOTED No.63494 T+ c 00 co Lij 1 7C�NO 9 to INSPECTOR SEE PAGE 1 Exp. 9/30/06 DATE: RONALD J. PARKS HARVESTON TRACT 29639-2 ATTHEW C. INS DEPUTY DIRECTOR OF PUBLIC WORKS IN VERTICAL cl V Iv < ....... HARVESTON DRIVE DATE COMPLETED 9/30/06 19744 9-30-05 AS NOTED OF C \0 R.C.E. NO. 63494 EXPIRES: R.C.E. NO.. EXPIRES: STA 64+0CL00 - STA 76+0000 SHEET 4 OF 9 + + - - - - - - --- -._ - - _ .... . + - - - - ------------------ 50 VC i i I I I U .�j:iH w i - _ _ _ _... ._ __ - - - - - - - - - - -.- --- - -- -- --- ._ _.... __ _. - -ill _ - ' w o _ _ - -__� ___ _ - -- _ --- _ m._ __ _._ ._......__ _..._._. _.__... _.._.. . .._- _4 U _. O � n t W - 4 1 S o�._.-._ _.._ _ .._. . ...... ........ _. w �.... _.... . _ _.... ........ --_._. ................ _- -- -- �n rn co z ! 1 =! 0 5% G2,_ .00 _ � T _ + p� pp�� S m . N O t O' ............... ........._. SOD -'! I � I ..._._. ....... ...... S N .� . + i n - + o + _ I •N - _�__ - - 8� + 0. �� 000 IT 8 • 6 C.F. OD + � °$� .. I PI ! EL. 1-09........1.3... _. _ _ __ _ + 0 CO - G 14•'. G2.. 1. 10X _ 0ir _ w _ _ _ _. _..... _ _..... „ i rno I + O x I I S� I o I I O n N •W i pp I •c0 d t �D i rn nW .. O � + r m + + � s C. L0o � rnr) + p tD 0• ---- 300 V N , O p + L QO _ - W j PI • EL = 1 3;13 t + oma a`noI. .� --. ............._........ __ __. - - o _.. _ ---- - -_ 1 0. SX G2 =4,00 Q - - _ r Z O Z � + copp Lu i 00 W._.._. C) + o j rz c m `$ N 50 VC S i + I PI O E 1109 0 L 5 i + o U G I N ..._........ H Q S � Sco T I ' VC _._ _..... WW� - 0& z____ ......................4 Ill........ ........ ........ _. _ _ Ot- 4 - -- -- - - - _ _ __ - •-- 0- g - - + 44.mPL CE N - _ --_ ......._.. ._.. ___ �_._ - - + o Ildlool I � d 109 se 38.14 � r 1' __. 449. • �� ill woo (/) G1 .8 2 4.00% + °D� �� •N N I S� �. Z I Tel wiloill CO 0 + -.0 I o Oft QD J D I •n � ai S� r� c0 -__ __. _.__{___ - - - - -- _.__ ._........ o. - -- - . T U 5 .. + a co _. -- N + o O T S 0 I fD + r n N * �... • + C.F. �ti ....... - _ ___ _.. __ _.... _.... c+c LLOJ ....... ....._._._ ..__...... __....._. .___- PROFlL.E SCALE I � I ' HORIZ: 1" : 40' - - -- VERT: 1„ 4'----------------- 7TT.............. -- _................. ....__._._.. _... _..._... _ _L_._.._._...- 76 77 78 79 - 80 81 82 83 84 85 VLp. OvS� --- EXISTING IMPROVEMENTS \ -1 LD01-156C0 6 �= 6 $ •� gP A �„ x 6 4v= ^h 0, co ti c0� � cn S J TRACT 30568-1 ^a w 32 �, (n 0(p �'- 2 4 103 OZk�� 32 �ip 80+18.20 HARVESTON DRIVE 8A tp �\ = 10+00.00 ST. AUGUSTINE PLACE -" x `G INTERSECTION t, 44 �8 1 -� 2 -� 856.53' / 83 4 O 7 7g �~~ 1 w - I�� PER LDON1S150RM0DRAIN LINE K 6 s46 12 WATER 82 0 4--- 1 80 81 X9.97, 40 g -+ ij poll 37 438•� '{ STORM DRAIN L I PE G m h SEE SHEET 9 N 58 's N q, <0 / 3 3C6 $ 1 I I Ill • �N a RA A THLINE 5 �h• 5 CON TR TI N cp Lu rRACr 3dg67r E"9rC ■ u �2 ^4 �6ra7�l " w cc�� 3 v TRAM al CONSTRUCT 3 AC W/SEAL COAT OVER 8 CRUSHED AGGREGATE BASE 3 , 3 o v S �p 1 0' 3 H g 2 CONSTRUCT TYPE "A-6" CURB AND GUTTER (6" C. PER CITY OF TEMECULA STD 200 0 �p0 own 20 1 4 CONSTRUCT CONCRETE SIDEWALK PER C.O.T. STD 401 MODIFIED, (WIDTH PER PLAN) ct chr- En r_ S T. to 5 CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF TEMECULA STD 402 N a A UGUS TINE 6 � `SGP 6 PLACE INSTALL 50 WATT SINGLE NOSTALGIC STREET LIGHT (4000 LUMEN) HARVESTON D PER EDISON STD AND C.O.T. STD 801 0 CURB CENTERLINE DATA V) PLANNING ■ DESIGN ■ C O N STR U CTI O N DELTA BRG RADIUS LENGTH TANGENT REMARK w 1 6-- 53'17'06- 927.00 862.11 465.07 CURB < 2 N19 11 30"E -- 103.96 -- _ 3 N19 11 30 E -- 103.96 27555 YPEZ ROAD, SUITE 400 40 0 40 80 120 4 [� 25"28'42" 973.00 432.68 219.98 w 5 � 87624'56" 25.00 38. 14 23.90 N TEI�CULA, CALFORNA 92591-4679 6 87 24 56 25.00 38. 14 23.90 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com 7 � 22o38'16" 973.00 384.44 194.76 GRAPHIC SCALE 8 53 17'06" 950.00 883.50 476.61 CENTERLINE 9 N19-11 '30-E -- 103.96 -- LD02-21300 � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�pIESSjp�, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o RJB, MJB,MAD,RAM RLS/MAD RJB RECOMMENDED BY: DATE. f CITY OF TEMECULA vEPARTMEIrT of PUBLIC WORKS CONTRACTOR HORIZONTAL ,`� '`� yfC;� �� PL PR P ED DER THE SUPERVISION OF Col I ACCEPTED BY: DATE: IL z¢ a3 STREET IMPROVEMENT PLAN o INSPECTOR SEE PAGE 1 AS NOTEDnlo• �� RONALD J. PARKS -= HARVESTON TRACT 29639-2 0 TOExp DATE: 1� I� MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS -- q DATE COMPLETED VERTICAL sf'l Cl l�. o��! HARVESTON DRIVE f p \,XE R.C.E. NO. 63494 EXPIRES: 9/30/06 R.CIE. NO. 19744 EXP I RES: 9-30-05 r, iea9- a AS NOTED FCASTA 76+00.00 - STA 86+87.45 SHEET 5 OF 9 � ui > ----------- 4.................. I T -------- - --- ................................ -------------- L) --- ---------_-- _-- ------- - ------ EX ;T NG 3ROk HD > - 8 .Fl y I I It - ui ao %- . ............... ♦ ...... GiV 0 qw )01 c+q )OSE D F C*4 .......... ----------- -- ------- ....................... I RW WEI_ odpmm --------------- T INP% i 2.__QROUN O OF PIFE 0 C,on-ON 79 ----------- .0mmm Tor ------------ + PRC PR to 0. F9 N................................. ------............. ............ 0 P ----------- -OEM V ------- 6ATI& max�.=O �96 fps 113 0 ------ V max.=4.88 f p Vim Max.#4."' f s ............ S_ 1,4 j Qw� 13.0 C T ........................... �7 of Z_4 1 CR ---------- - __T_ LAT -------- f 4C AT > A I [108' --------------- 84- --m ..1. 1.82, TOI� mi ...........- .............. 6 : + ....... AM HGLM--..N 1� - --I-- 1 1 3. 1* Vm x.�=9.77f s faw-1-- 1 - --------------------------- __4 It PR ------------ Vim M(3x.=19. f Ds -C-fo ------ 1-11 5, s -------- __ -- ....................................... 4. cf3 X1511 go b ER RCF M DWG 07-,48 ------ ....... T7... ... ....... S ...... ------ (D HGL .................. + I Wk �LC� > ....... lu ............ ------------- co L)+J/-45 U :51 445 1 1 w =1D8748 ------------- 00 LAT C 1076.' v c%4 ---------------- 00 AT,I v > fps - ----- cv 40+48 LLI 149.0 cf + w Q* max 16.-7r3--' C-4 S 0.)080) 01 6_4 Ll ----------- -------- ---------- z ---------- b-4 ------- uj co co I q ----------- it a ul) V LO co to .......... 00 C.)0 000 C) 0 J. 'ta a LLJ 04 0 + + IRMO 4- AQ_ x< < L0 Z 0 to ----------- LLU..._J1. -I-i It L) #--I 0 0 0 0 7 1 217. `6" IRCP 27k. x _74 LF1 __�Qw �Cpl ------------ 15)0 D-LOAD 1 C60 D LO�Q 1AD) 0 C> --------------- r- 0 r., 0 PROFILE SCALE PO 0 + PO 0 22.2 LF LIN 0 0) 180 V RCP fv y........... 3c rl C6 7 L )8 A ClUl i T 2" R CP (11 -LO 0) , VERT: 1- 4' AS iv� + ........... HORIZ: 1" 40 1 - , ( I I Ic" 10 11 12 13 14 15 16 17 10 10 lo 150 SEWER 1075.68 TOP 1 1074.26 TOP 10 LAT C=1 LAT Cm2 LAT C=3 LAT C=4 ---------- 10+70.11 10+26.55 DALTON ROAD 120 SEW XING SD END 18- RCP TOP SEW=1075.68 BOT SD=1084.65 TRACT 29639-2 + pr? 10+85.0531 32 LOT 9 ALTON' ROAD 0 END 24" RCP En V) cq r Li CB #36 19 no j�x,-RO 80 io 9+42.71 W-7.0' , V-5.78 DALTON ROZ@9 W)0 67+10.00 10+12.67 w CB #37 00 L) L) 2 0 00 0 cq 0 C) 0 0 CC 3132 =7.0' , V-6-24' HARVESTON DR 120 WAT XING SD 10+22.78 c� 0 0 00) 00 T--cri rn cx 9 CB #35 TOP SD=1086.74 ............... U-1 �8 N 0 + - 0 + - �cn + W=7.0' , V=5.85- 10+45.54 LAT C: om + + + + 6w RW XING SO C�� r+.,0; 7 0! BOT WAT-1087 r,I co rZ,100 r�-ldo r- ............ .... ...... 4 0 OD '°°° 000 Colo (0 r+- 4,09 TOP SD=1082.63 =10+00-00 LAT 012 10+32.36 to BOT RW=1084.05 TRACT 31053-1 END 1 C9 LOCAL DEPRESSION LOCAL DEPRESSION + Fr q1 10+10.4,1 10+28.11 0 C13 NO. 34 CB NO. 35 15" SEW XING SD SCALE: 1"=10' TOP SEW=1071.49 RW- SCALE: 1"=10' 0 21 BOT SD=1077.87 66 5 SEWER �5 64 C-1 420 2 6 1 11+86.04 EC 42 EXISTING 40n SD 120 WATER-_ RCFCD DWG #7-348 C-2 5 SEE SHEET 3 11............................. 6 12+18.29 LINE C 10+26.06 10+37.45 EX 48" 29 LAT C-1 6" RW XING SD 12+26-24 L) TOP RW 1083.34 12 < =10+00-00 LAT C-2 0 12" WAT XING SD BOT SD=1084.43 0-%, W ............. 0, rn BOT 30" SD=1084.34 10+18.591 10+15.93 TOP WAT=1083.82 12 f6 0 -10 IL N-0 120 WAT XING SD 15" SEW XING SD IVA TOP SD=1080.05 10+10.18 TOP SEW=1074.26 CD 0 LO 0 to C4 L) N 0 cq c_) N LO E BOT WAT=1083.71 BOT SD=1084.38 CFA�- v�- 0)�_ cq C-4 0 12" WAT XING SD TRACT 30669-1 V Qft A, c�C-4 c�8 c�T_ 041� CD LO CFJ W;cm C*4* c%j to w c� w + ao V8 P3 10 qd- LO 10+28.93 tp YO BOT 24" SD=1084.36 + + + + cil, ch + T--cn TOP 120 WAT=1083.M + 6 �Icb J END 18w 0 m v: M+ �: 7 -k cy) vs 0 @@6�7+,l OZ A; LOCAL DEPRESSION LOCAL DEPRESSION 0 1-1 HARVESTON 11 36 C13 NO. 37 00 C13 NO V CB #34 NN. c*4 W=7.0' . V-6.44' SCALE: 1"=10' SCALE: 1w=10' z LINE C w w CONSTRLI!2TION N91M 20 INSTALL 18" RCP (6 21 INSTALL 24" RCP 0 R N MANHOLE NO. 4 DETAILS JUNCTION STRUCTU1RE NO. 2 DETAILS (P INSTALL 30" RCP STORM DRAIN DATA LINE C-3 LINE C LATERAL C-4 / LATERAL C-3 DELTA/BRG RADIUS LENGTH REMARK 23 INSTALL 36" RCP A = 45000'00" A = 33*32'33 1 A-- 11917'30" 944.00' 186.67436" RCP CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFCD STD. JS 227 2 N42*00 00 w-W- B=2' B=1.5' 4' 36" RCP (2�CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFCD STD. JS 229 C=4.96' C=4.76' 3 A-- 25*04'17" 1094-00' 435.2 7T130 RCP z D=2' 4 N720531 32.36' 20" RCP CONSTRUCT MANHOLE NO. 1 PER RCFCD STD. MH 251 0 D1=2.5' PLANNING ■ DESIGN E CONSTRUCT.ION D2=3' E=3.55' 5 N06007'18"W 28.93' 20" RCP 29 CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. MH 254 En ELEV R - 1084.54' F=0.45 6 N87*OO'OO"w 12.40' 24 RCP 7 A-- 44"0335 2-2.50' 17.30 24" RCP ELEV S = 1084.53' G=O.37' (�D CONSTRUCT TRANS I T I ON STRUCTURE NO. 3 PER RCFCD, STD. TS 303 < L=3.64' 7 8 N48'56'25'wE-- 17. 10, 24" RCP 9 A-- go a u0�00 22.50' 35-34' 24" RCP @ CONSTRUCT LOCAL DEPRESSION PER RCFCDSTD. LD 201 ELEV R = 1085.01' w 27555 YNEZ ROAD, SLKTE 400 ELEV S - 1085.00' 10 N41'03'35 W1 4.17 24" RCP w m 0 0 g CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 N15'23-52-E 1 26.55' 1 18" RCP TEL4ECULA, CALIFORNIA 92591-4679 40 0 40 80 120 V) CONSULTING 909-676-9042 - FAX 909.676.7240 RBF.com L it 1-11 > GRAPHIC SCALE LD02-213CO z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE lvOi 1.S S 10 DRAWING NO. RJB, MJB,MAD,RAM RLS/MAD RJB RECOMMENDED BY: -DATE: DIEPARTNIM OF PUBLIC WORKS ,,% * (;. ITY QF T EMECULA C) S11 CONTRACTOR HORIZONTAL LA PR ED DER THE SUPERVISION OF ACCEPTED BY DATE: STORM DRAIN IMPROVEMENT PLAN 0 AS NOTED No.63494 r" 0 INSPECTOR 9 WE f rfr, R a3l SEE PAGE 1 Exp. 9/30/06 DATE: RONALD J. PARKS HARVESTON TRACT 29639-2 VERTICAL sr1, M HEW c. H I CKS&#' DEPUTY DIRECTOR OF PUBLIC WORKS cjvj\_ I LINE C < DATE COMPLETED ........ ............... STA 1D+OWM - STA 17+00LW 9/30/06 AS NOTED OF c 0 R.c.E. NO. 63494 EXPIRES: R C.E. NO. 19744 EXPIRES: 9-30-05 ...... LATERAL C- C-Z - SHEETOF a 9 ............. L) Ln m C14 m N _j +. to + T-r Pr) C4 .......... I I co OF TI E\N V.. maxi.=8.08 ps ---------- ------------------------- + ---------- - --------------------- :'l 3. cflS 6 -6 99 _Rjj7- i ------------- _EY HGt 0 ---- -- --------- _j ------- ----------- ------------- Lu 09 0 -- ----- ------------------ 1 mm %50 ---------- cq m 41 m r n I RCl -77!= /7 ---------- -- ----- ---------- oo I ur + 0 Ld ............. N CIO L) L) 0 0110 > .............. ------ "E -------- ........... R 0 LATI C% 0 ................. ................... __ .1—. 1 fi S ------------- OD .............. D9 .9fi I N lw 0 0 rn CN loll ------ ------ .......... .............. it 93f I ----------------------- z L) ------------ ------ C-4 7] 4M 4t%+ ------------- "m z cr) ------------------------------------------------------------- Ammam (D J Cj' i1n, P-0 + ao Tii 1 t4 ----------- 16 f w4. x ----------- ................... uwj • m W �u z 15.5 cf$ to 10. 5 cy) (D Vw marc -3. fps S to C5 '�o --------- --------------- ..14' 1 ................................... 5. 4-- 00 ----------------- Ir ---------- ---------- Jr. PO z L) _j P-_q w i . I - fn la, un --�%- -.-- N or-..------------ PO + + + 0 --------- aD C%4 (D j CD + + L) 17 ..cr z z 2 ----------- ------- Ld .................... + *+ low I zuCL SS IV 1 CLS V -8 cl 04 cu c 9 ------ --------- O ............... ..........T............... 1+ 0 �_ ------- 0 LF 29 m Ix. 9." ............ .6 -- 5. 7 L 294.37 LF' - �4 30 W� -L AD) Kou -L AD) (i 1001D 231-26 LF ----------- 24�'- -R3P - k 1100 V= max.#1.15 f ps; Vm max.=2,.Og f I I ps -------------- - - ------------ SME ----------------- PROFU HORIZ: 1" : 40' -------------_----------- ----------- ----------- VERT: 1 : 4' 1 10 11 12 17 18 19 20 21 22 23 LAT Cm-9 17+77.66 8m SEW XING SD BOT SD=1090.40 TOP SEW=1086.52 17+44.63 BC LINE C - 10+00.00 LAT C-9 17+89.06 17+46.63 LINE C 8m WAT XING SD q MANHOLE SHAFT TOP WAT=1090.00 JUNCTION STRUCTURE NO. 2 DETAILS STORM DRAIN DATA 10+19.59 SEE SHEET 8 130T SD=1090.53 LATERAL C-11 / LINE C n DELTA/BRG RADIUS LENGTH REMARK 12" WAT XING SD 17+90.40 A = 48*25'55" 1 N47'57'49"E 5.20 18 yo RCP BOT SD=109 1.46 ARVESTON DRIVE 8m RW XING SD B = 1.5' 2 bF 30*02'58" 22.50' 11 .80' 18" RCP TOP WAT=1090.85 MATCHLINE STA 17+00.00 TOP RW=1087.98 C = 3.72' -K as- BOT SD=1090.55 3 N78*00'47"E 121 .63' 18" RCP 10+42.27 --mo-mm" - I D = 2.0' 10+11.91 4 61*28' 22.50' 24.14' 18" RCP 8" WAT XING SD �%, F = 0.45' 5 N16*32'37"E 36-37' 18" RCP 130T SD=109 1.61 8" WAT XING SD RIG AN PL#,CIE 19+51.64 6 N46659'13"W 1779_j1 _18-w-_RC 11+70.37 TOP WAT=1090.30 CN TOP WAT=1090.86 I G = 0.37o 0 10+08.55 8n SEW XING SD L = 2.88' lo mo ac, .'o 'a N08*4017E 28 00 <� 7 .50' 18 RCP 8" WAT XING SD 20+59.13 to aw 00 - RCP TOP SD=1094.20 8" WAT_XING SD 3132 BOT SD=1091.43 BOT SD=1092.32 ELEV. R - 1094.90 8 b-,- 02e2O'l4m 1094.00' 44.63' 30 MENDOCINO LANE ELEV- - 1094.89 9 89*40'48 45.00' 70.43' 30" RCP BOT SD=l 1.80 LAT C-6 TOP SEW=1091.60 C4 u M C) L) C) 0 L) C) C-4 L) LO L) BOT WAT=1094.98 q C8 #45 0400 CD rD 10 N45*08'41"W 30-93 18" RCP TOP WAT=1091 .30 I W=7.0' , V=4.57 19+40.32 OD 10+18.85 cr) OD W)C14 0 04 �9 0;Lo 11 N39o27'45E 25- 16 18" RCP @@ it *00 *ch u') 0) *cr) *0 04 0 12 11+85.25 10+17.91 FA PLACE + - + - + - + - + + - + . + - + + - RCP END 18w RCP ON 0)w cb co cy)go cn r- c)w M co M g 0)* m f*-- 07ol7'53" 994.00' 126.61 ' 30 1 q CB #40 Cb -CD cr) CP) cr) T 0) 13 br-- 87*4936 22.50' 34.49 30 RCP 8" SEW XING SD END 18 RCP 18+01.24 14 N34,31 '467E 18.85' 18" RCP TOP SEW=1091.99 20 6 LAT C-7 W=7.0' , V=5.27 LOCAL DEPRESSION LOCAL DEPRESSION _r_3_4�W 297T27 24" RCP BOT SD=1092.52 ................ ... CORRIGAN PLACE 15 N23 44 2 CB #41 C13 NO. 39 C13 NO. 40 16 A-- 91824'37" 45-00' 71 .79' 24" RCP 11+99.14 W=7.0' , V-5.25' 17 13*00'59 594.00 134.95' 24" RCP END 18" RCP 'A SEE SHEET 9 10+09-83 22+36.08 SCALE: lm=10' SCALE: lw=10' 18 34.74' 24" RCP 88327'59" 22.56 319 19 N39o42'12W 13.57' 24" RCP 31 32 8" WAT XING SD 8m SEW XING 24"SD 20 TOP WAT=1092.93 BOT SD=1094.33 20 45*00'00 22.50' 17.67' 24" RCP BELLEVUE DRIVE 7 PLACE,- TOP SEW=1093.13 21 N84*4212"W 8.60' 24" RCP rk CB #38 11+82.14 BOT SD=1093.91 MENDOCINO FryRC 22 N08-43'43-E 32.97' - 18" RCP W=7.0' , V=6.92' 1+93.94,-:-:- IN.O.--,LA_NE 10+60.51 In+ 7 AT C-10 EC SEE L 40-ET-9-29 22+12-12 PRC 1020 _J ET 9 19+63.70 LINE C 10+28.50 0+00-00 AT C-10'ty END 18 RCP C4 C4 a \10+30-93 LINE C 19+76.16 EC _j _j + END 18- RCP 22+60.43 BC LI C =10+00.00 LAT 11 MENDOCINO LANE 19+44.89 - 20+05-38 BC ol CB #46 FA I RMONT PLA 25 31 32 2+78.10 EC 22+46 86 EC 20 W-7.0 ,V-4.58 CB #39 22+86-70 2 101 'o E 0 co a W=7.0' . V-5-16' 20 END 24m RCP 10+12-82 HARVESTON DRIVE 110+13.95 n L) W)L) u to L) 25+72 76 K)0 K)0 n L) 8" SEW XING SD to to 8" SEW XING SD' C4 0; Lo C6 cri Lo V cr)r- TOP SEW=1088.15 MEDFORD ROAD 0 Ir ro co BOT SD=1091 .80 18+15.06 EC BOT SD-1091.43 101il-32.97 q CB #42 +1(0 0 Lo u)Cc Lo 'w cn Ln r�' 0 TOP SEW=1087.85 20+77.17 C RCP oto + 0 0(D C:) END 18 c'.) W=7.0' , V=5.66' C4 cr) 0 04 clq cb 0 co 10+65.57 LAT 9 % cq Nm C41 cq cn cq 1 00 .18+15.14 LINE C 25+72-87 .01 22+75.73 EN CA = 10+00.00 LAT C-7 ---@ =10+00.00 LAT C 5 LOCA DEPRESSION LOCA� = 10+00.00 LAT C-8 ME�ORD3ROAD BDEPRESSION -10+00.00 LAT C-6 'A 8m WATXING SD NO. 45 NO. 46 q %doD TOP WAT=1093.51 W=7.0' , V-5.37' ot z 0 p,.IDBOT SD=1094.52 SCALE: 1"=10' SCALE: 1"=l LINE C w c 1010 0 �- o 0 0 (n 40 0 40 80 120 r- 11111 A m a A I cq I TRANSITION STRUCTURE NO. 3 DETAILS (o LAT C-5 / LINE C LAT C-6 / LINE C > GRAPHIC SCALE CONSTRUCTION NO _K A== 59'07'51" A-= 36*15'43" a 101 0 B-1.5 B-1.5' 0 (g INSTALL 18w RCP %-.o �q Z C=3.71' o a. a. It T5 C-5-51' 0 0 Ll a co 0 w-L) > u oco 0 L_ co 0�- W C) 21 INSTALL 24" RCP Dl=D2-2.5' Dl=D2=2.5' %-.- %-.# LOIC4 a *104 a 0 o L) 0 0 ELEV R = 1091.56' ELEV R - 1091.56' 4010 _j 0 �10 L) C.) too Cb L) F- L) PLANNING 0 DESIGN 0 CONSTRUCTION @ INSTALL 30" RCP rn rl- C4 r'- C-4 r- w ELEV S = 1091.55' ELEV S - 1091-55 + + - + + c� u)�_ �; < 25 w A 0 c*4 cn,.t 04 00 rl CONSTRUCT JUNCT I ON STRUCTURE NO.2 PER RCFCD STD. JS 227 8 L) ;9 to 0 c�4m 0 0 0' OD L) w-- .* . qr . v :r LAT C-7 / LAT C-9 LAT C-8 / LAT C-9 cr) no L) ED V co'r 2�_ CN co�- 0)C; (N g wig 2 + + + 0 MH 251 Lo rl- r- 0 CONSTRUCT MANHOLE NO. 1 PER RCFCD STD CD 27 VICD 18 0 + 0 Lo 0 04 04 04 Ir- + + + 04 r- 04 04 0 flo in� Lo� to 1� A = 55600'00* A = 69o2O'30" g 'nl8 '018 0 cr)W) 4m to C%4,r-- 04� c-4 C-4 27555 YNEZ ROAD, SUrTE 400 (g CONSTRUCT TRANS I T I ON STRUCTURE NO. 3 PER RCFCD STD. TS 303 B=1.5' B=1.5' + 0; + + - + - + - C-41 0 0 0 + g to Im co 0 r-4m P_0) TEW-CAJLA, CALFK)RNA 92591-4679 C=3.16' C=2.63' 8 0 cr) cr) sof 1 00) cap) V) 31 CONSTRUCT LOCAL DEPRESS ION PER RCFCD STD- LD 201 04 > C(3NSULTINE3 W9.676.8042 w FAX 909.676.7240 ww*.FM-:.com Dl=D2-1.5' Dl-D2-1.5' LOCAL DEPRESSION LOCA� DEPRESSION 32 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 ELEV R - 1091-96' ELEV R = 1091.96' LOCAL DEPRESSION LOCAL DEPRESSION C13 NO. 41 B NO. 43 CI3 NO. 38 C13 NO. 42 ELEV S - 1091 .95' ELEV S - 1091.95 0 0 SCALE: 1"=10' SCALE: 1*=10' LD02-213CO z SCALE: 1 =10 SCALE: lm=10' < _j CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK ........ DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. 0 '�r. 11'.Ssw SCALE 0 RECOMMENDED BY: DATE: 44AC/ay CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS C. RJB, MJB,MAD,RAM RLS/MAD RJB <el% CONTRACTOR HORIZONTAL A RE RED UNDER THE SUPERVISION OF ACCEPTED BY: AA Ito L" �s 0 C.0 rlrl 44L) DATE: Ill I I STORM DRAIN IMPROVEMENT PLAN 0 AS NOTED LA.) No.63494 rn 1! !1 Ir-I INSPECTOR SEE PAGE 1 Exp. 9/30/06 DATE: RONALD J. PARKS HARVESTON TRACT 29639-2 Lo m TOP P SE S S W D E I I I S-1c i47-__- 7 77 ,r77 I lo ? .......... 1 7+89 8;WAT WA T=1090.00 SD EW C. HICI<S DEPUTY DIRECTOR OF PUBLIC WORKS ESTA VERTICAL ej v 1\�DATE COMPLETED STA 17+00.00 22+8&70 63494 9/30/06 AS NOTED or Ck R.c.E. NO. EXPIRES: R.C.E. NO. 19744 EXPIRES: 9-30-05 LATERALS C-7, C-8 AND C-9 SHEET 7 OF 9 T-c- 28+�2. ....... ........... -OAK'P LkbE ............ ---------- ........... ............ ................... 8 . ......... ENIST GROUN ............. --------- 4 Ij OF I -- ---- IPE "00 C) -ELEYn UJ i ih cm r% Ar wo ............. ............ .................... ...... XI ST. M ................. rg -II'll -Aoe WM I ............ ...... ------- --------------- ft - - .............. ------------ I uld ud T(3:1fi 0 OF PI ..................... EX ST. 0 ............. + cy) O rid _EV= - --------- ............. --------------........ 1w PE-- ........... ............. ----------- ------ O ......................................................... =19. fps 2-- ------- -- i I war W,%if i 1 193 1121 r% Mod LA I It. T 0 LLJ M IS @db 0- V= Max 0150 P ------- OD ue0 + PT�rn -_----------- CD i 0 00 -- ------------ +1 RLJ z 4� c*4 w > 0 co z > Q=* 35.2 cl,9 Iz f Ln cS �...._ ---------- - ----- c 1.0-7. ...5 T(P ------ -------------- �9 00 ------------1 AM-... 1 1- + n33 I 1 11- 1 0 tam • 17.170 1_F .... ......... 263 (C __T -------------- #--1 -4 --------------- 'TOP 0 Vve max�.=5,49 �c f f Ps x.4--6.El fps z IFT7-0.i * in uj 0 ---------- --------------- uj 1 2188 41 RCP (1500D) 1 T 190.09 JLF �O- RCP 143.64 LF 118- PROFILE SCALE ----------------------------- + -0 (D if I I I I HORIZ: 1" : 40 T VERT: 1 : 4' ............... ____....w .......... ---------- 10 11 12 13 14 15 16 17 10 10 MANHOLE NO. 4 DETAILS LINE E LINE A 10+44.42 A - 45*00'00w SEW XING SD B=2.5' // T SD=1079.84 TOP SEWER=1070.80 < C=9.67' j Dl--D2=7' 10+60.34 ELEV R = 1076.20' 0 0 < C3 0 ELEV S = 1075.73' a- 13+00. C) < 0 00 0 C-) MH NO.1 0'r 8 0 59 U-) .................. r r N W) N N 2 ..................... N 0 10+10-15 9 g CN g !? + , + + + + _`12 wAOD- co - co- co cv so 14 8n WATER XING SD 041 Ni'w C-4 r C%41� C141 -Vo 0 0 BOT WAT=1087.67 L4ffVTSTM";)DRIVE TOP SD=1087.15 ................. OAK PARK LANE LOCAL DEPRESSION ------- co 10+59.29 CB NO. 18 10+00 00 LINE "Ell'' _I 5 + AUBURN ---@@ - (0) 0-:0 HARVESTON DRIVE LANE SCALE: 1"=10' n �'� II CB #19W=7.0' . V-6.26' � =1 6+4�.00 EX. L I NE Ar- SEE ABOVE LEFT i� MATCHLINE 16+26.04 / _ __ c .4 TA 14+35.82 PCIC', 8" SEW XING SD 21.g7 10+31.18 ...... 18 RM BOT SD=1093.19 C) 6 /W-----" TOP SEW=1092.08 ----------- RCFCD DWG # 7-348 6" RW XING SD 15" SEW XING SD 6+12. EXIST. 84w SD PER P 0+08.310 10+27.21 0 9 SEE SHEET 3 BOT WAT=1083.75 BOT SD=1077.95 Odh INL 1) kj� - -8ftWA OAK #18LANE_LANff@@ TOP SD=1078.83 TOP SEWER=1070.91 Per CB #18 LINE E W=7.0' V=5.81' 14+54-55 EC UBU A u- ell% ....................................--------------- SEWER ------- \ 16+40.47 U- AT_f2 8* RCP 14+58.39 Li 4(N END 1 0 .,16+28.27 EC 11 1,0 no 12* WAT XING SD I E BOT WAT=1087.04 -16+20.18 BC co 0 TOP SD=1086.54 cb 0 M 0 co Ul'- 14+75.22 \10+310-80 16+06.09 cv) C4,Mr MILO c1) U" to 00 < 8" WAT XING SD + - + 8 WAT XING SD END 18w RCP 00 0 + c� (S c� to 0 3m BOT WAT=1095.06 0 BOT WAT=1087.30 a , C4 110+59. TOP SD=1093.81 co TOP SD=1086.62 313 IN T AUBURN L NE LOCAL DEPRESSION 14+80.46 BIC V C8 #20 CS NO. 19 HARVESTON W=7.0' . V-6.15' SCALE: 1 10' z 14+89-30 EC DRIVE OAK PARK LANE 0 4+93.30 LINE nEm 10+13.86 =1_ 10+00.00 LAT "E1" 8*SEWER XING 18wSD ca 10+00.00 LAT wE2n BOT SD=1085.42 TOP SEWER=1077.51 q6 0 0 40 0 40 80 120 in STORM DRAIN DATA !r40N2jTRjjCTI0N 140TES LINES DELTA/BRG RADIUS LENGTH REMARK < cr GRAPHIC SCALE 1 N83"12'27"E 31 .18 30" DIA INSTALL 18" RCP _J,---. 2 A,-- 37eO7'45n 45.00' 29.16' 30" DIA SCALE. 1 =4()' 0 3 224724 944.00 375.48 30" DIA @ INSTALL 30* RCP z to 00 0 4 47642'26o 22.50' 18.73' 30" DIA in 5 N49650'23RE 25-91' 30" DIA (��CONSTRMT MANHOLE NO. 1 PER RCFCD STD. MH 251 PLANNING 0 DESIGN E CONSTRUCTION 0 0 ch C-) M L) c*4 0 6 4540000" 11-25' 8.84' 30" DIA CONSTRUCT LOCAL DEPRESSION PER RCFCD STD. LD 201 r'%l'- C-4 l'- 7 N04650'23wE 130.88' 18" DIA M LO 04 0)C,4 C4 32 CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 (01- to Cc 8 A= TO3�608" 22.50' 8.09' 18" DIA + + + c� + 9 Nl5o45'45"W 12- 19' 18" DIA CD 0 C4 0 08 w 27555 YNEZ ROAD, SU[TE 400 10 N64*50'23"E 30.80' 18" DIA CONSTRUCT CONCRETE COLLAR PER RCFCD STANDARD M803 ch cn (��MODIFY EXISTING MANHOLE NO. 4 WITH NEW LATERAL PER RCFCD STD. MH 254 TELCEOLLA, CALFOFNA 925M-4679 11 N38*4625W 21 -27-1 18" DIA En CONSULTING W9.676.8042 - FAX 909-676.7240 RW.com LOCAL DEPR2pS10N > _j CB NO. SCALE: 1 10' z LD02-213CO < CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK IOVESSI DESIGNED BY DRAWN BY CHECKED BY RMLIC WOOKS DRAWING No. 0 SCALE 0 RECOMMENDED BY: DATE: DEPARTUM OF 0 44�1,0 < RJB, MJB,MAD,RAM RLS/MAD RJB CITY O F T EMECULA C. HORIZONTAL CONTRACTOR NS FPEP D UNDER THE SUPERVISION OF 0 CLD rn ACCEPTED BY: DATE: /-I,-Im STORM DRAIN IMPROVEMENT PLAN AS NOTED Lnaj No.63494 rl" INSPECTOR SEE PAGE 1 cw- -Ift DATE: 12-��'O3 RONALD J. PARKS HARVESTON TRACT 29639-2 Exp. 9/30/05 MATTHEW C. FfICKS DEPUTY DIRECTOR OF PUBLIC WORKS < VERTICAL A ESTEDATE COMPLETED STA.10+00L00 15+WM < R.0 E. NO. 63494 EXPIRES: 9/30/06 R.C.E. NO. 19744 EXP I RES: 9-30-05 AS NOTED or c k \� e"No LATERALS E-1 AND E-2 SHEET 8 OF 9 wwwwwwwwMawn A Pt VFFA EE_EV� 39 42 2 1P 4 13 01 ------------ ----------- ------------ --------------------- ------------------------------- ------ ------ ------------ ------------- ........... ------- ---------- - EXJST.1 GR%mi --------- -------------------- 7 ------- �+361-34 1 LAT F-j BC Vm ax =5. 1 fpsLA 2.9 OF i Pf � I -------------- A -1047 1 - 0--wo 07 EXISTING GROUtQ --------------- ------- 'T NIG EX . NG ---------- OF �PTP:- OF Pi 0" 2 11 c s wSE L --------- ........................................................... GLl --------------------- .......................... ---------------------- ------- D S D ------- -------- I K.1 - 89 fps t----------- ------------------------------ V MCX.=, f pp ------------- ------ ----------- .......... ........... Q�44 + !c ?2 LL R c 00 Ic L0 6- �EC WAT-- ............ ............ b A Ew T co lic W% PR( ED --i-11--1-,,,-1. ..... .................................. O ............ Id - ',' OF I I Jw cu _I_- -- -------- --- ------- ------- --------- ....... ............ c� 1 � --t - ----------------- T 0 co + C-). 9- ............. t cri jz]c� r S -,C050 s� -4 ip ---- ------ W.S. 01 .......................... ........ ............. _-Ed.2v_ ----------- 8- ___J! ......... .......... ......... OD RCF --- 095. so 1 0 i I SD PER • ---------- ---- ------- I I _w ------------------ ------ :11 -6 ----------- L) =0 00 -4- ------- 29 39 1VE PLANS- 50 .0050 IEL� V4 ---------- ------ - ------ SEE E HEET.. 13_ -ti ........... 0 093.99, V m max. s C14 L001-156CO ................ ------. ...... ------ --+ .............. 92. 3 4bf-w + ---------------------------- ------ --- T�OP I - I I L% c*4 ., _1( I 1_11-1111--l" - I i --i------------- --------- 1,10 r__ C14 1 -----------.........-------- :z 93 0 1-6 M 1-67 5F O)l 3 mi z NINO %r ff Nr 7 K) c ---------------- 0 4 p D A w 11w 0 2 Iw --~ Lo L) L) + 4---------------------- 081.85 T JE,I ST I NG GRO ............ -------------- ------- ---------- ----------- I'PE v1w max. ps rn J 9.67' Vue max.= _J < -i ...... aqqr - - ------------------- moo 0 0) ASS; IV) LO .........---- + Id I I II t 0- 8 7 ,gri, ---------- r% Kl_"m_ - .. ...... SS I lm_89_�1500_ cp ?IX ------- -------- ----------------- 4-27-S*---F--- (CLA$$_JY1 . ........ --------- 18''R I C .1(3-A SS_I.� (CLASS IV) PMRLE SCALE ------ --------- ---------- roax,= 3.95 fps_------ ------ HORIZ: 1 40' Q* 19.4, cf 0 ---------- VERT: 1" 4 .......... INE ........... -A ------ 10 10 10 10 14 15 16 10 20 21 22 z 6-4 -K w z F's> 15!:6Z-55 V) END 24- Li 9 Jo 15+59.4� W> ro mcx< 2(o cri an 14+69.10 120 WAT XING SD 75+10.00 c%4 0 BOT SD-1082.94 (09 cn�- L3 /HARVESTON DRIVE(Bg -L)Li to 15" SEW XING SD TOP WAT=1082.44 20+88.32 U�4 n X< Lo TOP SEW=1069.71 9 CB #27 Of C-4 0 C-4 Lo�_ BOT SD=1082.28 15+36.34 LAT F-5 W=7.0' . V-5.00' 6m RW XING C4+ + z TOP SD=1099.17\ +-in --Ww§ - 0+00.00 LAT F__6A ----------- .............................. .......... co 0 14+93.29 R�W�l 1�01. C4 11 it PRC ......--------- --------- 4 ----------- 15 LAT F-�ja HARVES TON_D`-RIVE 12w W -----,6 0* 3 20+39.13 PRC SENER A F- s ---------elo LAT F6 LINE G R STO DRIVE 3 ------ c,0 k-12- w >1 ---------- --------- -------- ow o o ----------------- (a 20+78.32 EC Z-4 kzo 10+28.35 19+83.64 BC W)0 c,4 U 8 L) u r- 14+58.71 qr 0 6" RW XING SD 6m RW XING SD 10+38.14 BEGIN CONSTRUCTION -----_ L2 Itgq TOP RW=1081 .64 32 C4 C4 BOT SD-1082.21 END 18- RCP 6" RW XING SD 'r + + + c� + c� BOT SD=1082.92 12m WAT XING SD Lo Lo Ln Lo TOP RW=1079.90 ul TOP SD=1098.00 z 14+37.71 75+10.00 PROPOSED 30* SD BOT RW=1100.56 TOP SD=1099.36 - HARVESTON DRI BOT WAT=1103.32 BEGIN CONSTRUCTIaT V09 PER TRACT 30667-1 LOCAL DEPRESSION j q CB #26 B NO. 26 PROPOSED SD W=7.0' , V-5.04' - of PER TRACT 3066 EXIST:E SCALE: 1"=l E 0 CL OD LAT F-5 "'0 co JUNCTION STRUCTURE NO. 2 DETAILS CUMBERLAND ROAD LATERAL F-6 / LATERAL F-5 z LINE G w A = 50*21630m Lu B=1.5' C=3.72' ca D-2' 0, E-2.75' FzcO 9 0 G-O' 40 40 80 120 0 0 (n L=3.60' (o 0 w-L) L) CIO 0 04 u ELEV R - 1082.99' on I IV 8 ko lqr�_ ELEV S - 1082.989 GRAPHIC SCALE �o 6 61- 04 C4 CO*4 P2 C04 04 C4 + + - + - STORM DRAIN DATA V-12 , CON STRUreT19N NOTES, 2 P2 ro-2 z DELTA/BRG RADIUS LENGTH REMARK 0 REMOVE EXIST STORM DRAIN LOCA� DEP SION A-- 70'38'44" 45.00' 55.48 30m RCP V) B 2 &=_02`20'56" -5_6-0 039.19'r-- 30" RCP PLANNING 0 DESIGN ■ CONSTRUCTION INSTALL 18- RCP NO. 29 3 1 Nlg'11 '3o"E 44.21-T-30" RCP @ INSTALL 30" RCP SCALE: 1*=10'- STORM DRAIN DATA 25 CONSTRUCT .JUNCTION STRUCTURE NO.2 PER RCFCD STD. JS 227 _a DELTAZBRG RADIUS LENGTH REMARK ui 1 N07'04'19-W 30.63' 24" RCP U.1 27555 YNEZ ROAD, SUITE 400 @CONSTRUCT LOCAL DEPRESSION PER RCFCD STD. LD 201 2 &-- 89*01'18 W_ 22.50' 34.96' -2 T" RCP i?� TEMECULA, CALFOFNA 92591-4679 3 02*36PT8-'r-- 944.00' 43,06' 24" RCP (n I—, CONSULTING 909.676.9042 FAX 909.676.7240 www.RBF.com @CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. CB 100 4 LF 61*25 55�5 T2_.50_T 24. 12' 24" RCP > 5 N17 9 54'16"E 7. 24" RCP 6 N50w18'19"W 38.14' 18- RCP LD02-213C0 z. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK Essi DESIGNED BY DRAWN BY CHECKED BY DRAWING No. 0 SCALE A RLS/MAD RECOMMENDED BY C. RJB, MJB,MAD,RAM RJB DATE: CITY O F T E M E O U L A DEPARTMENT OF PUBLIC WORKS CONTRACTOR HORIZONTAL p S PR PA D UNDER THE SUPERVISION OF v zr_ • ACCEPTED BY: DATE: STORM DRAIN IMPROVEMENT PLAN r" AS NOTED 63494 rn 0 INSPECTOR SEE PAGE 1 2_0 DATE: 017 RONALD J. PARKS HARVESTON TRACT 29639-2 to Exp. 9/30/06 xg- -8 f f "9 NMI[ I tK MATTHEW C. _HfCK� DEPUTY DIRECTOR OF PUBLIC WORKS LINE G < VERTICALJr DATE COMPLETED 41 ........... STA,19+8M - STA. 21+2253 < ... ......... AS NOTED or c k R.c.E. NO. 63494 EXPIRES: 9/30/06 R C.E. NO. 19744 EXPIRES: 9-30-05 LATERALS C-5, C-6v C-10, C-IM F-5 AND F-6 SHEET 9 OF