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HomeMy WebLinkAboutLot 13 Precise Grading'P Oat. VICINITY MAP /YT5. U.1.1L1.I IF-0: 1!OME 6fF1A1SOEVFR HILL BE � ON THIS SITE UNTIL THE F�l!'fILITY CZLMIES HAVE FIRST BEEN GIVEN AT ca „jjC%-Z !MV = Fd3TICE OF ?INTENTION TO GRADE ash al -EXCAVATE. RANCHO CALIFORNIA WATER DISTRICT 2B041 mIAS ROAD P.O. 15OX 174 tit"IECULA, CA. SPS-50 L7143 (974 - 4101 SO. CA-' GAS COMPANY IMPORTANT NOTICE 97� AVER v a BEGTI�t 8ZId4S17 OP TIiQfALID Rt✓a'FJlT - - COG: R3m1 ALERT IDENTIFICATION A 1cATioN P01MIT TO O CAVATE WILL. SO_ CAI:. EDISON COMPANY Fa1t YDA DIO ALERT ID NunBEa CALL 2B101T M�NIFEE ROD aoER �ERvt01 MCAT Rom. CA 92380 TOLL FREE 1-800-422-4133 17 I'4) 943-8291 TWD Vwlla DAn BEFORE YOU DID GENERAL TELEPME COMPANY 1 E T141RO STREET PER1tYS` CA_ 92370 t7Pj4 6Z7- 7U11 IlA1i)EiiGRUTAJD SERVICE ALERT 1 46t -429-4133 NOTES: 1. LOT NO S 12 AND 13 ARE BEING PROCESSED CONCURRENTLY. 2. ADD 1000 00 TO ALL SPOT ELEVATIONS. 3. CONTOURS SHOWN ARE AT ONE FOOT INTERVALS. 4. TOP OF CURB (TC) IS 6- ABOVE FINISHED SURFACE UNLESS OTHERWISE NOTIFIED. 5. SEE SITE PLAN FOR ADDITIONAL DIMENSIONS. 6. ALL CURB RADII EQUAL 5' UNLESS OTHERWISE NOTED, CONSTRUCTION NOTES 000TIrs O CWSTkVi7 3-tt OVER 4" SASf 22,040 SF 10RAY F9 ANAL SOILS RIF'JRT ) O2 CONSTRUCT 6- CURB (TYPE D) AS PER RIVERSIDE COUNTY STD. 204. 955 LF O3 CONSTRUCT PCC SCALE AS PER DETAIL, SHEET 1 OF 6. 31p0 LF l4l CONSTRUCT 4' PCC SIDEWALK (SEE PLANS FOR WIDTH). 2,230 SF OCONSTRUCT TRASH ENCLOSURE AS PER ARCHITECTS PLANS. _ I EA 1 fi 1 CONSTRUCT C CU19 i AND GUTTER MVDC •AL-% AC OCD RIVERSIDE COUNTY STD. 200 (MODIFIED FOR 1.5' GUTTER). 35 LF c PRECISE GRADING PLAN FOR PARCEL MAP 23551-1 LOT 13 L -- t ®®--------------� 1 t1 U f - 1 I 4 1 - I o s LOT 13 I LOT 12 cD I z I i I I C 3 l: 1 Ll I o INDEX MAP SCALE: 1"=I00' Lf6AL DESCRIPTION LOT NO 13 PARCEL Mg? 235bl-I 900K 157, P96C 44-4b, PffORN ,9 OC708fR /9B9 /N 7/ f fL107Y OF RIVERSIDE (ALffDKN1N I f W fll3foi SOURCE OF T01906911pHY AMOVIF R0069 694PIN6 `IAN FOR WIL N1AP 735LI-I 8Y Wf95, 9AWKINS AND ASSOUKIS (ALFi4Of4J NOTE: THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENI ,-PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRI RECTIVE GRADING. IF REQUIRED. REFER TO SOILS REPORT. AVA THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN BHA ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FEC 'CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO U.4AUTHORIZED CHANGES 6 USES MAKING i CAUTION' THE ENGINEER PREPARING THESE PLANS WILL NOT UTILITY BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FL'ICT CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE OONTRAC RAC' PREPARER OF THESE PLANS. MENSION' THE ENG PUBLIC UTILITIES AS SHOWN REFLECT ORD INFORMATION. THE CONTRACTOR ONSIBLE FOR LOCATIW, ALL LINES AF- WORK AND ANY DAMAGE OR PROTECTION S. PRIOR TO STARTING CONSTRUCTION CT THE CONTRACTOR SHALL V_tIFY THE ATIONS OF THE EXISTING MAINS WHEN BEFORE PROCEEDING. SHALL VERIFY ALL CONDITIONS AND DI- 1 SHALL REPORT ALL DISCREPANCIES TO PRIOR TO THE COMMENCEMENT OF WORK. PAVING NOTES: 1. 2. 3. 4. 5. 6. 7. :rims sEiI1CN 3"A.f LJifR 4' n"v"aG"t"7E We (fONF/RM PER FINAL SOILS MKT) PC .. CROSS Gli TER CONTRACTOR AGREES THAT ME SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM ANY AM ALL LIABILITY REAL OR ALLEGED IN CON- NECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- ING ENGINEER OR ANY PUBLIC AGENCY. B. MINIMUM PARKING LOT GRADE SHALL BE 1%. MINIMUM GRADE FOR P.C.C. SWALES SHALL BE 0.35% AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN COUNTY RIGHT-OF-WAY. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. HAS BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (714) 787-2025. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT PAVING. APPROVED BY: Lw<;_;ej_k" DENNIS E. SHEARER R.C.E. NO.41111 EXP. 3/31/91 DATE:_1k Z APPROVED BY: AFFE D FOR ROAD COMMISSIONER DATE: BY, RIVERSIDE COUNTY, CALIF. 0 GENERAL NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE =I7. IF �;UT OP vILL 15 LES_ THEN •U'. 2b IF CUT UP FILL IS GREATER THAN 10.. DRAINAGE SWAL£ SHALL BE A MINIMUM 0.3' DEEP AND BE CONS-RUCTED A MINIMUM OF 2' FROM THE TOP OF OR GILL SLOPES 3. MAXIMUM :'T AND FILL SLOPES - 2:1. 4. PROVIDE " wIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF A. ;'I_L SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETE%- SOILc FNGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEE% PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGIS-EREC CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFE'Y DEPARTrENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE '0 INE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. i DZ30V I DE GD fL. '' T Tall ?41 4 f ru "a OF A 90' DEED A ONC TOP OF SLOPE B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE C-OOT 9. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF -HE PRELIMINARY SOILS INVESTIGATION BY SHAEFER DIXON ASSOC. DATED SFPTEMBER 29. 1966 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INFORMATION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT -: •_:. a a zuTrn .: �_Tu zaa �.a ram-r.:.� n_rujca -� a_nTr�� Tcca SLOP£ FROM�ER05IQN AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRiUT TO THEE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 1B. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 11.51 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SL._`T CERTIFICATI`J:: OF a.,:.biLviNv PAD ELE"A"TON '',ERE SPECIFIC ELEVAIIGNS ARE REQUIRED. THE ELEVATION WWDTH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE .r_ADJACENT GROUND SHALL BE GIVEN, r 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS lQ AT NOT LE" THAN I/2- PER FOOT FOR A MINIMUM OF 3 FEET. 21. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR T) COMMENCEMENT OF ANY CONSTRUCTION/ GRADING. APPROXIMATE EARTHWORK QUANTITIES CUT IC.Y.] FILL IC.'n PAU. C17A 136 SHRINKAGE M]- 959 SUBSIDENCE- 101') 165 OVER EXCAVATION 81b 81b TOTAL- 1,794 1,470 NET EXPORT = 3Z4 CY LEGEND F.S. FINISH SURFACE T.C. TOP OF CURB FLOW LINE F F FINISHED FLOOR T.W. TOP OF WALL 105.0) EXIST. ELEV. _5 O PRvP. ELEV. C.F. CURB FACE A.C. ASPHALT CONCRETE G.B. GRADE BREAK F.G. FINISH GRADE T.G. TOP OF GRATE P.C.C. PORTLAND CEMENT CONCRETE MH MANHOLE A, D"rllJDlO 5FZvXSTONf DfYf10FIENT PO BOX 939 , LAL'f ELIYNORF, CA 91330 1714)04-7823 SD STORM DRAIN ---- EXIST. CONTOURS - -- SCALE FLOW LINE (SOILS FAWINTFR ` SCREEN WALL f Sf89EFFR DIXJV ASSOC. HANDICAP UNIT Z9377 900 01001,9 RD S7E /OO LIGHT STANDARD 7bffCVL4t CA. 92390 o---.O-o DAYU6hT LINE \_ _ 11714)795-0691 IELD ENGINEERING L SURVEYING IN THE COUNTY OF A DIVISIW OF THE at1H C0lUtE^o RIVERSIDE , CAL I FORN I A SHEET DATE i � 11� CIVIL L� I MITE,- M LAND BIR�YEYI IND 3 /90 000 QKVW snrET. SUITE F. LJM E1.104M. CA, 92M PRECISE GRADING PLAN V141 mi-1441 FOR BENCH MARK: Wff V. 2MW 23561-1 OF -`� SHTW r :• P.C. B?b T-5®-81 STAMPED B.M. 35-A-75, 43' SOUTH REC'E1 1T OF C.L. INT. JEFFERSON AND WINCHESTER 3' NORTH- LOT 13 FILE NO. WEST OF P.P.+ 1023555 E FLUSH. 2" BRASS DISK - 80149 IN CONC. ELEVATION - 1097.819 W . 0. FOR: DEVELOPMENT F • B {Ilam 4� ��1ry •P• TITLE SHT GRADINF LOT 12 - 107910.186]PF: 80149 3909 18-Jon-90 04i01 PM / 80149-714 c 0 20 40 bO SCALE-I'=70' 1/4" PER FOOT c�°rC . PP-*1/556 PP*11557 / M 41) IP g' ♦y1 1 N28°40"%,A1 177.to-- i s A9 50.45 FS' in 9�Q49.bZ FS \ /�"� tip ) •� ac '•, 2 �. �E q- / N > 49.87 FS 0 48.93 FS 49 82 FS 49. Z FS 2' 49 04 FS A9 g3!6' 4E. 5' I4 5' l5' 49.65 FL I.OI °G 4993 fS_ 49.3/ F =riLlaii! Lli ili[ An u 7 FP n� \ \ HP II ® l9AMI,V c \ 49, 54 FS 49.45 Q s e4 I _ SEALS c� FS N Ff --10SQ 56 T � -�- 49.76 ----j L PAP 83 3' 3 2 rTrP1 �2' lb' 24' l8' /B' 12' i ;1 49451E N 1 ~ Q 50.40 FP 5MO.40 FS 49.9d7C m 49.20 FL B8 �SEjgACK o0 50.14FS 5Q14F3' �- m 5D.14 FS PBOPOSEO R10171ML Bf c I 1 VARIES Q -n lYE4/FYW/SCE) �S �N y �1I �9/4F aII 4353 Ff 2 49.53 2 s� a9^e o wil BB A°�5 d9.53 9=55 (TVP) j1 ��•�,1 11 E$ �9//,e• �B � I• i•u Na I �� in Ty of !U; N c�S ,r 11 ITS .Oj i L J J 134B.55 F,p AW D1 18, 5' I N 81 �1 11 `+� b1 2°Lo A ��'e 1.0�/n 10449 BI FS \ \ ILI 48.BZ FS «' j!z 4844 o �49.52 FLNP W 49 `� 49 83 FS II � I s •, � �� p��� �S 2 sB a Il 1 m Z j R OW I -SIDEWALK b y 1 \ I 50.40 FS 50.40 FS Y I/4PER FOOT 5LrFE ' /I5 I' 1 6\ I 241 6 121 / I' IN , 9 x 16' I W 49.4D I g9 f C1ER9 � F 1 OAYLI6NT ? i VARIES �,� V - 50.10 F7 LINf fTYP) - ,,.,�• 3 T 1.= 7.5 I \� ' Z•!o y►l. Z• f 4dgy )ZS7EP! P0.1NT-cD MEDIAN 0 26 AC /084 A.8 CL 3 1\ AC PAVEMENT NTS '1 1 �` 9� 1,gA9FS68 FFs F1.50 \ BASE COURSE 2•--' %, �.,y - PAP0� 10� \4 - COMPACTED (ASSUMED R-VALUE = 40} \ SUBGRAOE � I I TYPICAL 1 SECTION PER COUNTY STANDARD NO. III -SECTION IIA11 ' 1 ` N . 1117.39 it, IS BUECKING DRIVE ' : �'`� p�6 E 0"CF --t------t---;- - i R 1/4" PER FOOT SLOPE 1 12 CURB I i 1 111 � I I s I CURB 4-9 93 )F 1 _�� 5 f } `, RAN1Y ?r T9S1� 48 57 FS` J ! 9) - 1 1' 16.55 is R=35' t 4B.07 FS 1RAS N t j 5 ,{g.b9. FS _ -IROW ,.r� O �. 6 % \ �f1� I � 1 Hs ♦� iva.A?'4J, _5' `� 1/4!* PER FOOT SLOPE `SIDEWALK - SIDEWALK FAINTED MEDIA. T.I. = 8 0 A C PAVEMENT N.T.S BASE COURSE 0.28 AC./089 A.B. CL 3 COMPACTED SUB GRADE ( ASSUMED R-VALUE c -:'J) TYPICAL SECTION PER COUNTY STANDARD NO. 101 MADISON AVENUE NOTEI THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR 4. FL 7JG'A `�_` 4262 FS N5�•AO'4b s�`Sl�(Alf (1°� k ,��� T = / 40- FS C e ' �,g5 FS L 5 ;F POSE OF PAVEMENT < �- ( 4b.9? FS SEE NOTE 7� I Ee Di FS \ e7 w E r PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT RECTIVIE OWING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTING THIS WORK AND ANY DAMAQE OR PROTECTION 'CONTRACTOR' 8 RESPONSIBILITY TO PROVIDE FOR HIS OWN TGrTHESE LINES. PRIOR TO STARTING CONSTRUCTION QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF''THIS PROJECT THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING NLSINS YN1iN UNAUTHORIZED CHANGES L USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING CAUT104. THE ENGINEER PREPARING THESE PLANS WILL NOT UTILITY LINE. AFFECTING T"r4i9 WORK. IF A CON - BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED FLINT IN LOCATION IS NOTED. THE ENGINEER MUST CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BE NOTIFIED SEFORE PROCEEDING. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI - PLANS OF THESE PLANS. TENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. i , L D -r 1 I 1 w -lam r. NOTES: 1. LOT NO-S 12 AND 13 ARE BEING PROCESSED CONCURRENTLY. 2. ADD 1000.00 TO ALL SPOT ELEVATIONS. 3. CONTOURS SHOWN ARE AT ONE FOOT INTERVALS. 4. TOP OF CURB ITC) IS 8' ABOVE FINISHED SURFACE UNLESS OTHERWISE NOTED. 5. SEE SITE PLAN FOR ADDITIONAL DIMENSIONS. 6. ALL CURB RADII EQUAL 5' UNLESS OTHERWISE NOTED. 7. GRADING AND DRAINAGE PERMISSION LETTER IS REQUIRED PRIOR TO CONSTRUCTION. COINSTRLICTION NOTES: iD CONSTRUCT 3" A.C. OVER 4'BASE. 2� CONSTRUCT H' CURB (TYPE D) AS PER RIVERSIDE COUNTY STD. 204. �3 CONSTRUCT PCC SWALE AS PER DETAIL, SHEET 1 OF 2. CONSTRUCT 4- PCC SIDEWALK (SEE PLANS FOR WIDTH). a i^^J c�sc'sr"s� i Li, i RASN ENCLWURRE AS PER ARCHITECTS FLANS. `61 COvNST L._T F- CURSE AM 0-ITTER (TYPE .A -ate, __ PER RIVERSIDE COUNTY STD. 200 OTODIFIED FOR 1.5' GUTTER). CURB DATA I 1 1 I A 99°000''40" 5.57' A52' 962' 1 B 90°00'00" 5.DD' 1 5,6D' I AWES THAT HE SHALL ASSUME SOLE AND PONSIBILITY FOR JOB SITE CONDITIONS DURI E OF CONSTRUCTION OF THIS PRO- ING SAFETY OF ALL PERSONS AND PRO- THIS REQUIREMENT SHALL APPLY CAN- J NOT BE LIMITED TO NORMAL WORKING AT THE CONTRACTOR SHALL DEFEND, 1N- 4OLD THE OWNER. THE CONSULTING EN- LL PUBLIC AGENCIES HARMLESS FROM LIABILITY REAL OR AILEOED IN CON 4 THE PERFORMANCE OF WORK ON THIS 'TING FOR LIABILITY ARISING FROM _IGENCE OF THE OWNER. THE CONSULT- OR ANY PUBLIC AGENCY. ICCri.IINISST U IVI41J JCI K APPROVED BYs ial: I 1" = 2O' C C BUITTIM IELD ENGIPIF�RINO L SURVEYING A DIVISION Ip THE PSM CWMU® IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET 2 ' R.C.E. N0. 41111 EXP. 3/31/91 DATED DATES •' 3/90 EI MJMIM CIVIL EMINMRIN WIAIdSORAL AQVICES MIOKITIMMM LAWDGMW 1"rIECRSE LAND SIRIIETDR eeaowEv.rr�r. eC7141 LA1EELatImFiE. CA. azaD ai4l m�-i4�i PRECISE GRADING PLAN FOR PARCEL MAP 23581-1 LOT NO. 13 OF Z SHTS APPROVED BY a R.C. BrW T-56-81 STAMPED B.M. 35-A-75. 43' SOUTH OF C.L. INT. JEFFERSON AND WINCHESTER 3' NORTH- WEST OF P.P.• 1B23555 E FLUSH. 2' BRASS DISK IN CONC. ELEVATION - 1037.613 6fNfRRC XFYISIDNS RIIV ROAD COMMISSIONER RIVERSIDE COUNTY, CALIF. DATE: FILE NO. 80149 H PR W.O. FOR: DEVELOPMENT F.B. DESIGNED BYI DRAWN BYI CHECKED BYI rhs i x PRECISE GRADING PLAN LOT 13 - 108310,1883PF. 80149 3912 12-Doo-89 08i43 AM / 80149-227''