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HomeMy WebLinkAboutBook 8 Page 359 Lot 121 Street Improvements 0 s AD 1. � . ALL K SMU COAMW rO )lW /M.MaVOS Or rW CURRENT �. UC MMM"r SrMZAW 0NWW *9W AeX MMS 0W&MWr0V (MD SUSSaXVVr"MMOM), igF COMM- CUM atiAMOMAL E T A E)® 19 ..., Y. - .�RCIO aw ^Mw !K -• E' f P (24- E a: &VIV iVE)WEDE4 9 BENZ 7EiVECULA _ K NOTES D SrR AIL -. T A E T . . ���1 �, ULA CE DR D PRORLE T , TO K TE AAV AN APPROWD SET OF / MUST T . L AS WN , a� �` 4. Ai+AWVAL OF MESE PANS BY ME' Cam` DOES A1Or MEW � � A DW%ft7R OF AMORD ROM ME RSFS SIBlLITY FOR ME CDRREMOV c E S OR OMMS Ns RD. �� � �' AVrAVW � D��nrG C��ers7�� 77o�r. � = '� �� � � � COY LlM� 7z � CR7Y ofRt�mwr NO. 94 25 surfs r r RHO mmsm sma EN GE IN CR OONwT ,A ' EN THE EY?NS IS 1N ONE-- O !LE OF .r'r`l A —° 1,A J:'','107-0_.�49 P E BETWEEN THE HOURS 6. D 6. Y UGH Y D Y �,► f ..��Pi Af PY5--'-�0V--`0 � �, �"a M� .R _.... r.. K.... ...._.. ,, _, YIE !N OR CONDUCT CONSri!/CTiION ACT9'T Y BE7l r'YE' hIRS' OF 7:•00 AM AND ClR. DR. WZ 41 x R m. E Y OR PWWW TA DVZWNCZW SRC DL , W NOT rO SCALE A S 7 D! Air E Z ANY r s NE IN ; 7 C. A00PO"y LAC ... A //�� RESPOAWW j/,,{K PRIOR M 7HE SrARr OF 4 _DURIAC , V Y S y, j/�� J r f!J PLANS L tI/�y�11► ' y!���]/��� /�/,�j//�/� DOES /��/�O J Mjy�/��(�/1I�► q/9!r/}/�. J /y(y/���' AS +j¢0� �J�}}�� - . wIPF 1�11���/���E /�I�I��O���FF 1frF � i��F sM \f!f 7 �Y��\��� .7M T 1M/'�M/f i4Y�����I r4�f I�. A R AI���M�f� !M •it 7E ., ,., .. y;� .�'' ';. �'� ACC~Y OR ` #E Lt WAM, A � MWE E A v—EX EWE OF ANY eo�WAN E R�WWr LW IS ANY MffY° MMAGE? DURM. MEP CE � �F:.� ' 7W *VW .S MU ' R EPAII OR REPLACED rO 7W 6ATJSFAC N OF rYE GOl�?'PNING AGENCY` BY rHE � � � � � � �'�� � �� 1�r0' � 1 E. M Af Hs immr. � f B VC ' 12' 86' 1,2' E.V.C. TH 70P T/FY R R �'' 10. Mum anw !T E 7'O 7HE NEE OF RECORD D Y � D P OF WALL ELM70V TO T' U TS, WI BY DE NTY ORDI CE . 491. Ab m , T �" I�'DE? TQ THE C N USN C P �7N OF ECT � �' S M A O E G XD. RS'nAA9 UME7VTA DISTURBED OR D DURING f C.O. CLEAMVT LAC TO C ST S IN ACC £ TH E D SU R S ACT J Ar • D AY , D As BY 7HE CITY ENGINEER UPON REOU r sU OAr PRE 70' THE CITY N • f ,4 ,��-'��1 ��Y6--r-��.�1--t�:�� �_� -'� — = __ IST. ONSW T BE ED BY WATER/ OR 07NER M DS, PROVED Y E -- , _ r / ,, ,, ___ rL J �: ____---__-- �g C.E. 7CH MY MWEM 1) PLY C AIR O G E S CT'S S OMD) � .� r'',- ,1 _1� .��r's� f�..v ....,1f�11 �i ,..1 W 1: CR f:H. R RULE • .�.1 JY P 5-490-- 0-2 ,. .S'/ £�c'IST. C �`R FD.C. 12. A SIX T C N LINE' E IS REWIR ON INDUSTR D COMMERC � � , 1 l O R CURD' P.I.V. I V` 7 ' U AS DEEMED NEC Y BY E CITY ENGIN 1 R D G AC ME CE OF 7HE FEWE IS THE SOLE S18MY OF E CTOR. �`�`� H.P. H 1. : L RK •.O PER /(SVPEV Y 9 N M .i.6� C Y YE SU i V T i t J s Li P! Low PUNT ONO 1vG D E KA.L SEC r1o)v EXISTI, 2 2 LEZ &OAAOM.H. 14. R TO S►EP TE R1/O FOR I O R _ _ Y AW D C REOUI , IF APP + D AY ?e P.U. BLIC 1909 N2 PA 2 S LY R 78' Ro I Y 56' 11' ' 5' 23' 10' PAIN 2 ' ' ,2' PARCEL ECULA LOT LINE MED S C� NO. PA 07--02 , IN ME CITY OF •- e DE STATE OF W `� - ��._w..��- ----� 77YJRE P.C.C. '�,® `�.., R" /N AYE O E THE C } �' .® SIDEWALK .) 7, 5, 5, A.C. PAVEM ASCORDER OF R DE WMBER �;- �� � PER P N Ij0.50 IN.) }�-}1�., 6 A BERM e , 15, UM • 2 7-0 7 _ f.- i'' - _ 2 2 I OFM01 RECORDS. 11i _ !1 it III 11 --t��- P POSED E.P. 'I ( } F � • rA PROPOSED G tb 12 MIN. AT 12' L T. COMPACTED SUBG E CU •. 16- - 0 T LT DEPTH 6, ,ORAPRIC SCALE SA SIA ?, ap Kfr MAP 40910 W Gtl .&MECZ: A 9 90 1 1 SCALE: 1" = 1 'ENGINEERS NOrICE TO CONTRACTOR u 8 1. CO CTOR GR ES T T HE S SUME SOLE D GOMPL RESPONSINI- FOR JOB S17F CENTER DRIVE INDUSTRIAL COUECLOR QND/T/ON.S' DURINGE COURSE OF CQNST "UCTIOR INCLUDING OF ALL PERSONS P PER . IS REOUIR ENT S LL PLY CO NUOUSL Y D NOT BE LIM! NOR RK/NG HOUR . NOT TO S E CON C O S L DEFEND, INDEMNIFY D HOLD THE OWNER D ENGINEER HARMLESSANY A I SECT?` CITY OF ECULA STD. 10JA ALL !L! , R OR ALLEGED, 1N CONNEC770N ITN THE PERFOR CE OF WORK ON ! P ECT T I=10.0 C 77NG FOR /L ARISING O Pif' SOLE NEGLIGENCE OF THE O ER OR ENGINEER. CONSTRUCrION IVOrFS AND OVANrIRES 2. UND U U77LI77ES OR S7RUCMRES, REPORTED OR FOUND ON PUBLIC RECORDS, E IDI I EIR PROXI TE L TION D E NT. 77�E OWN , Y ACCEPTING ESE P DESCRIPTION Q P E NG E IMPROVEMENTS HEREON AGREESTO ASSUME !CITY D TO HOLD E 1 CONSTRUCT 0.50' AC OVER 0.6?' CRUSHED AGGREG47F E P CITY OF ECULA 38,232 S.F. ENGINEERCq MLE FORA DAMAGES RESUL77NG M INE EX1S CE OF UNDERGROUND S7D. NO. 115 (MIN SEE PAVING N07F NO. 11) S UC77J E NOT Rrw OR INDICA ON PUBLIC RECORDS, OR SE CONSTRUC T CE 2 CONS774'U T 6" E A--6 CURB D G PER CITY OF 7'�`MECULA S NO. 2f.1t1 642 L�F. WrH R Rl t� O RECORDED LOCO nONS. THE CON CTOR 1S REQUIRED TOT E DUE PRE U770 Y p - MEASURESTO PROTECT E UTIL/77ES OR S UC77IRES SHOWN D Y 07HERS FOUND AT E S • / CONSTRUCT 6 AC DIKE PER C OF ECULA S7D. NO. 214 972 L.F. SHOILL BE E CON CTOR'S RESPONSIBILITY rO NO77FY THE OWN OF ALL UTILITI OR S UC CONS7RUCT C MERC DRIVEWAY APP CH PER CITY OF 7ZMECULA ShD. NO. 207 ,� CONCERNED RE STAR77NG WORK. =24 (MOD*ED, 5 PUBLIC ACC EASEMENT) CONSTRUCT C CR SIDEWALKPER C17Y OF TEMECULA S7D. NO. 1 3,684 .F E GINE£ PREP ING ESE P S ILL NOT BE RESPONSIBLE FOR, OR L LE FOR 3• U ORIZ C GES TO OR USES C?F ESE P 5. ALL CHANGES TO THE PLAINS UST BE I INSTALL STR LIGHT (LUMIAWRE 22,500 LUMEN LOW SODIUM) PER CITY OF 3 FA I77NG D UST E PROVED B THE PREFAB OF THESE PLANS. ECU S7D. NO. �&' — ENTAL P STON SPECIR�C PLAN) all WC AND JOIN 1ST. AC PA ENT, CONSTT RUCT 1" MIRK GRIND D V 66 LF BASIS QF BEARING E GINEER PREPARING P S LL NOT E RESPONSIBLE R, OR L R THICK OVERLAY ('1 1N.) U OR/Z C GES O OR US OF ESE P S, ALL C G O ry P S MUST E I li YNEZ ROAD AS SHOWN ON MAP OF TRACT 29639--2, CONSTRUCT S P AY DRAIN PER C/TY OF lEMECULA . NO. i, 1 FA M.B. 345f 1--19, BEING N 2,T59'49" W WING D UST B£ APFRO D BY THE PREFAB OF THESE P S. ODIf7ED PER DETAIL ON SHT. 2 DIAL Ana KING PLANNING 1�9 E t�o ENGINEERING h,Suit SURVEYING d5'. /T S L BE E RESPONS181 OF 7HE C70R TO 1FY ALL DIMENSIONS D NDIT/ NOTE' 06 R SHOWNHEREON E FOR PERMIT DfOR NDING PURPOSESONLY BEFC RE DAYS BEFORE --remeck,}�,cam.92590 S WN HEREON AT E JOB SITE PRIOR TO Y CONSTRUC77ON. Saw. INC. S BE NonniD OF YDU DIG YOU IG 95 �` 89�' Y DISCREPANCIES. R STONS TQ E P SHALL BE APP Y E ENGINE IN /77NG PRIOR T FREE l-800-227-2600 951-69-9-8901 Fax � "". A c$ E BY "D eE T TO !MF ENTA77O CONSTRUCTION RECORD BENCH MARK SCALE Q� ss1oN� DESIGNED BY DRAWN BY CHECKED BY � NCX < RECOMMENDED BY; DATE; Co"'ATYOw"F DEPARTMENTOF PUBLIC WORKS 79 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN --- �,4�® ti, © CONTRACTOR CONCRETE CURB STAMPED RIVERSItDE COUNTY HORIZONTAL c % PLANS R AR UNDER THE SUPERVISION OF BENCHMARK T-46-81 RESET 1997 EASTERLY OF c5 Q � � 8 ACCEPTED -DATE° o T THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED No.47677 �+ PRIVATE STREET IMPROVEMENT PLAN ,� GREG BUTLER - _ G iPA A v INSPECTOR CORNER OF THE BRIDGE OVER SANTA GERTRUDiS � Exp. 12f31/13 DATE: ,� x IEL J. 0 ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �-� �x� _ CU DATE COMPLETED DATE BY REVISIONS APP'D DATE CREEK; 4.5 NORTHERLY OF THE SOUTHERLY SIDE VERTICAL '�� eJ Vt - � R.C.E. 47109 ...:...-.= 5OF THE CONCRETE SIDEWALK. �F°� R.C.E. N0. 47677 EXPIRES: 12/31/13 fed PAGE ENGR. f ARCH. RCWD ELEVATION = 1097.163 AS NOTED fi CPL 395, SHEET OF ,, PA ,--1V0rfS e 4 ,,, MA ALS (lE., A AL r G i'ETE (AC) PA ENT, P RAND CRE 19. AC PLA M 1: E £ EPOSITING DIS IBUANG (L ., USYNG LF PR ELLED SPREADING CENE?vr ), BA RS , E .) F M rO E STANDARD SIDEU RCA T�' S F PUBLIC FINISHING A !NE AN IN C A E IN ACCORVAN E B . G�77 (I.E:, B ) LA lE'sT 77 , 774E ENCyN !NG AND C sTRUCTI MANUAL, 2C AC PTANCE' °ter CONTRACT SHALL REPAIR ANY DEFEC77 SURFAl�NG DUE rO GRADE G D G ' NG ST D SAND Q ll ENTS: MENT CH LL B A 7ERIAL, A REWIRED BY THE CI ENGINEER. Na A ADDING CROACYMENr PERMITS ALL BE TAINED I rO PA VNG. PA ENr BIRD A S D 77 S E R THAN 118 INCH IN SY Er ALL BE ACCEPTED. arw wrAINING AN ENmAG�IMENr PE7RMI7; A CERNRCA TE OF INSURANCE AND THE REWIRED . 21. fflQM2&0�E..!' I THE CONTRAVOR SHALL. (A) PRoTECr EXls77NG STRUCTURES, CURB AND G' ( P(MIC IMPRO EN ) SHALLBE PROWDED TO THE CITY EN6YNEER. A CAL TRANS S, SIDE ALKS, LANDSCAPING CA ASI DEPRE S AND ER SURFACE FEA 7VRES T IT A Y REQ�l1 AGAINST DA MA CAU Y A NG ERA 17 S A H L r SPRA Y,• (B) PRO Cr C PLEIED K RO SOILS LIZER SHALL BE USED ALL BA ADE SURFACES PR! ALL ICULA C (I. ., O NG SrA 77 ARY LOADS) ALL KEPT NE Y PA VED AREAS 70 PA 14N& UN77L PA VEM r FACES HA C D O OUA TEL Y.- (C) CLEAN E (ZE., O14NG LOOSE' PA VEMENr AND AG EGA , C A our A H P! , ENSURE A R VAL VES AFTER A mwz CDA T PR1ME G"'DA r Is Rsoumm CN suvaRADE a? BASE MEN THE BASE IS SUB�'Crm rD PA VINQ, RE OW ALL DEBRIS, RUBBISH AND EXCESS MA 7ERIAL FROM # WK AREA, ETC.). � SUBSTANTIAL STRUC776N TRAFI-7C (OR WMEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS 22. QT/YER C s U,�,�' ND7ES. REFER D PARR NO TES 1 NERAL,� " RA DING. " AND " DSY M!N BY 774E LS ENGINEER R AND APPRO BY THE CITY ENGINEER. AND SEDIMENT E !RE 5 E i SLURRY 7O PR CT FINAL CC7MPLE770YV AND ACCEPTANCE STREETS' / 70 774E C/7)e M TAI Y5 , E / SLU Y SHALL BE PLACEDOVER THE ASPHALT C E PA PR CT S T(S), AS DIRE BY THE C17 Y ENGINEER. THE 77RE ROADWAY D 774 ALL - S r A r L FASr 3 WES` AS DIREC BY THE CITY ENGINEER. 6. „ " ' F VA IF DE ENT, A HAL 77C EMULSION (FOG AL) ALL BE APPLIED NOT L TH 14 DA Ys F oww PLA ENT THE ASPHAL T SURFACING AND SHALL E APPLIED A r A RA Mr a S . W. THE A AL r imusl SHALL CONFORM TO CT/ s 37, 39 AND 94 OF THE S7A 7E' STAND SPEG:YR7CA T I S~ 1 *" RIW 7 . A TACK COA T SHALL BE APPLIED 70 EXls77NG PA"ENT AND VERWAL "N7S, CONCRETE R .� RFA D A AL T CREEE' BA cans r.. IF !T HAS B EXPOSED TO IaALAR LOADS 774E '' rA A r S�►OW SE777NG ANI IC E /ULSYFIEY? ASt'HAL T E SS-!H F l G rO E 11 e PER r i 1 Al B . ALL SUB AND BASE GRADE SHALL BE CER77R�ED BY A LICENSED ND E. p MERCM �, P M S --� R . BA AC MA IALS SMALL BE TESTED IN ACCORDANCE TH THE ! S ALI ., �. EN 22 M P �� r ASSURANCE PRR (OAP) AND/OR AS DIRECTED BY THE CITY ENCIN c,� . .. , �• '� loe A iry L AC MA l ElWALS SHALL CO MFORM 70 SEC77ON 203-6 OF THE 6REE"NBOOK AND CI TY STANDARD. GU77ER c� a � LIP C2 PG70--10 F RNlS� AND 0WRLA Y COMRSES. THIS COURSE ALL BE A MINIMUM � 1YVV=94.3a i 2 /N RT a a F r 1 112 INCHES) THICK INCLUDING GRIND AND 0VERLA Y INSrA 77 S S17E �,, . ► ,, . $ . . . .. �. . •. . . - . . Blo-RETENnaN - 7HIS COURSE SHALL COYVTA/N THE BALANCE OF THE IL TYa°E B PG7GJ 10' Fa? BASE COARSE. � ° •: . .d. •-- • • . _ -�. BASIN RE !i� AS'iF m T CRETE TH1mm''ss THE MINIMUM AC LIFT FOR BASE COURSE IS 0.21 � _ F f (2 112 wows). � 1 CU ALL - :�, r 2. THE MINIMUM A THICKN Is a FOor (4 INCHES). I�- I� �3 ,- �► 7Z/RE J. THE M"MUM AC LIFT!S FOUR IS O.33 FOo r (4 INCHES). G PROPOSED NOTE;- 'w.WOVING" IS A 7)PE OF AC PA wYENr FAILURE 774A r MA Y BE CAUSED BY ASPHAL r MIXES ® : A.C. BERM THA r ARE BOO RICY IN AS 10HAL 7.. 7HA r HA VE C0URSL,oPhF AGG REIGA TE rHA r Is r00 RoUN m.. ErC. ® FUTURE FOY? REVISY STD Y7VEZ Y; S�YOVING I?FSUL TS' A T HILLS, CURDS 1wmRSECTI s, CAU Y BRAKING r Sf r ROAD 517�'/P/NG, DETAIL \ AC EZERA 77NNG WHICULAR FORCES 70 PREVENT CR MINIMIZE SIYo14NG, 774E CITY RESERws THE � �r R! T TO REWIRE* A MODIRED AC MIX DESIGN WhY PRDI'ER77Es THAT PROVIDE HIGH STABIL/ �. PRr�a R R£I?SYG�VS A CITY oF LE: Ll -Y 70 ST SHOV9NG AND RUTTING ANGULAR A EGA X PAR77 S TH A R T£MECULA D W. NO. 'PD ( IRIED. SYIRFA lEXNRE, ETC.) IN C PLMNCE WTY THE GREENB ANDIOR CAL TRANS SPECIFdCA 77 .S. ) SL E IN RT Tof�AR R r, 4-1 O. L BA MA ALS SMALL F To PROVISIa vs rHE 6wrrNBooK AND RRENT CI rYL rGEND RADIUS I !NA 7E l S`rANDARDS J) ALL S REINF CE ENr PER CI s . AIERIAL.• P= PAIN7(2 COATS), T= TH SBC 2. fW S7REET SEC 770VS* BASE CURSE MA MVAL SHALL BE CRUSHED AG0?EGA TE BASE (CAB) � � _ a` OMWED MISCELLANEOUS BASE (CMB) PER SE-CT70YVS 200-2.2 AND 202--2.4 OF THE � � �� DI � - -INSTALL PER CALTRANS DETAIL G�REE7 OOK PRINaPAL AND URBAN AR7ERIAL ROADS REQUIRE CAB. � � SF RARKWA Y DRAI PER I r'Y OF hEMECU �� / \—DETAIL NUMBER C R` nQ2y ,, , CEME1'VT ALL PCC USED SMALL BE IN CONFORMANCE rO 7HE 6REEUBOCK I F 10. KING DA YS` PRIOR 70 PA 14NO, THE PROPOSEDMIX DES! (S) THE X NUMBER «5`U Y7�VG' ASPHALT C TE PLANT SHALL 5716MlT7E'D TO TIME C/77o F REV1` AND s=• � �_ G?m. THE M!X SYG�I(S) ALL C1.EARL Y sHoW PHA r THE DESY&V MEETS` ALL G:Y AND � ` / IS INST S7 AS NO B REQUI E7117S ` ,. xx 11! MOUNTING LOCA RON• SNEEr STRUCTURAL SEC77ONS SHOWif ON PLANS ARE 7ENTA 77Wr (l.E, THEY`RE USED ----SP= SIGN P AGA= ON AVAST !� FCW BONDING PURPOSES). THE FINAL STRUCTURAL SECT! REQUIREMENTS' SHALL BE DE7ERMINED BY TP= SPAR POST • ` 7I AL L TiE�"STS, A ROUGH 6 RAD/NG. THE STRUCTURAL SECT!" DES/ ALL BE R D AND AP ROWD BY 7HE arY EAIGVNEER. SAID DES76W SHALL ADHERE rO 714E mrwoDOLOGY sEr FCR7H TYPE OF TRAFFIC STRIPING MATEiRIAL IN MAP 600 OF CAL TRANS H/GHWA Y DE96YV MANUAL AND S NALL U77LIZE 774E "R" VALUE E7N T= 7HER S1IC, P= PAINT (2 COATS) (I.E* '"R'" VALUE WIS' .W. ALL DUCTED /N ACCORDANCE W TH CALIFCR /A ST o. 301 AND SHALL BE 77t7ED BY A RE6YS ED CIVIL ENGINEER). 774E NUMBER AND LOCA 77 S 714E TESTS INSTALLPA ENT ARCING (A SHOWN) PAGE PH/C , smuar S JBxcr 70 A OVAL BY 714E CITY rmxm . 4A THRU A24E THE STANDARD S, CALTR S GRA 12. Q ,Z�',Q, ! TO PLA T Of* BASE MA TIERIAL AND AC, C PAC770YV REP BY A SOILS G 77F"NG 959 C PAC77ON OF SUP-6RADE AND BASE ILIA TERIAL,, SHALL E SUBM! D PR 120 CITY PAC77 TESTS SERVA 77 OF SUB-GRADE AND BASE GRADE MA IALS WA U BE C DINA TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC K !N EC TOR. Ij ,ell. , WOW , : £C, ]7 . E INSPEC7l' A T SUB-MADE PLE77 (PR! o PLACEMENT oF lS rEMECULA Cf7VrfR DR114F — SrRIPING DfrAll. � BY rHE ARnmENr of- PUBLIC KS. a eA ,+�a PA VING INS°EC770 VS ARE REQUIRED BY 774E AR ENT of PUBLIC KSr° 1) PRI PA VING, A T BA av,o DE PLETIaN,• D (2) DURING P ENr AC SY7E PRIVA X RESII�EN77AL DRIWMA YS" .MALL PLY 774 774E APPROVED Pt S D G rY STANDARDS, AND ALL BE INSPEC7ED AND ARED BY mf- CIrY ENGI PRl PA�?NC% 14. U •' UN OUND FA LI77ES AND LA 7ERALS SHALL BE 1N PLACE PRIORPA VINE 15� .�Mi ,,�.,,,_E , _ ' T1E.S ALL S7RGET 7RENOYES SMALL C FORM TD G,'!rY AND ENGINEERING sT S: R 70 CITY srANDARD Na. 407 's77Rm0i��PDTHOI.E REPAIR` F CH MA/N7ENAN D REPAIRS IF 77RENCHES IN CLOSE PROXIMITY AND PARR 70 GUTTER LINES RESUL T IN rA VTNG PA ENr STRIPS IN DIsrRi*sS LESS THAN FEET IN ifi9DrH (BE EN )74E TRENCH AND J LINE, D PA ENT srmpS SMALL BE R VED AND REPA WD, T THE DlSCRE77 E MY . A TA COA T S PALL BE APPLIED rO FAIS77NO AsPHAL T C CRE AND VER776AL A rO NED RV PLIANLE 1H 7RE- OR&W,B . a.. to. . THE MINIMUM AC CONCRETE PA ENr GRADE SHALL B E PERCENT (1 ). „�' A 3 IN UP ALL BE PLACED ADJACENT TO C CREEE" GUTTERS IN ACCORDANCE774 0 1 TY D E7VG IN ING STANDARDS: RE7�ER TD STANDARD NO, 200. c4 1 p ■,...n r.. ni N In �.Yi i%= VAL JE COVERS. E ALL PA VING AROUND MANHOLES, U&ITY VAL VE S Y BE IN ACCORDANCE ifs rH 714E 6 REENB REOUIREMENM U77L! AGENCY REOUNMENM CITY AND ENGINEERING STANDARDS: REFER rO CITY STANDARD NO. 0 SPA 14NG DErAk A ND M H . PLANNING ENGINEERING SURVEYING 2 ow A DIAL WORKING �41 Ei89 Enterprise Circle North,Suite 126 t�n BEFORE DAYS BEFORE Tc-r-r ic-c la,C".92590 YOU DIG YOU DIG 951-696-3900 FREE 1-600-227-2600 051-605-8901 Fax G IX BY IJ it JN0 SMCE &I"RT LD13— CONSTRUCTION RECORD BENCH MARK SCALE Qg©� S��N,q{ DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE. ATY00"' F DEPARTMENTTEOF PUBUC WORKS --w-- 2 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN S® 3. 0 F� ffi CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE COUNTY HORIZONTAL ��� °�� P NS PREPARED UNDER THE SUPERVISION OF BENCHMARK T-46-81 RESET 1997 EASTERLY OF J x m ACCEPTED B DAT o r THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED N0.47677 GRE UTLER � GIMPROVEMENT INSPECTOR Exp. 12/31/13 DATE. �x CORNER OF THE BRIDGE OVER SANTA GERTRUDIS t DIRECTOR OF PUBLIC WORKS/CITY ENGINEER "T' DA J. O RDURKE tVx - DATE BY REVISIONS APP'D DATE CREEK; 4.5 NORTHERLY OF THE SOUTHERLY SIDE VERTICAL s� �< Vt L R.C.E. 47109 DATE COMPLETED OF THE CONCRETE SIDEWALK. ��F ����� R.C.E. NO. 47677 EXPIRES: 12/31 f 13MB8, 121 '" ENGR. f ARCH. RCWD ELEVATION - 1097.163' AS NOTED of COL ,►. . SHEET OF -............ ....... J LBO poff .......... + .......... ............ 70P OF fV n 4- T1p k A Nw-r -4 vrr 20 06 r. 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SEE PA WNG NOTE VO. 11) V., 2 coy vs;rRuc r -Y C 6" (7 PE A-6) CURB AND GUMR PER 17Y OF &Wa" SM A* 2W 0 MR Cd 2 -k j coNsmucr 6*' AC DIKE PER MrY OF iTMEMI-A SM A(O. 214 ­7 o \ T) v /A� i i -114 qz ? ------------ ------- 2 y 74 4 coNsmucr commmaw DRIWWA Y APPROACY PER W&Y OF 7WEa" SID. A* 207Ag -24' (MODIRED, 5* PUBLIC ACCESS CA&WEN�' W- r* Q( k j cowsmucr cavmvE swrw" PERary of, mmmlm s w. m4ot Qk OW1,11C SCALE 8 `4 'K 9 - t I a: eh, fz 1wrALL smirr awr (LumlvAlRe 2205oo Lamm Low smum) #cw ary OF 2 8 7EMECULA SAD. NO. 800 - ORNAMENrAL PER HARWSMN goranc PY.Aw) 417 0 40 80 120 RCl, A - L/A PAI 07-V2471,P ISQ A wu r A ND JaWEVS T A C PA W MEN r, coy vs;rRve r i mw a wNo Am vA fi z4" 0-06 qk4 Q: (J 5 5 2 N�w, 7 VCKNESS 0 VERL A Y (I MIN.) ARjY -49Y-6-499-9�25 PICY- B - /A PA 07-9-2 41.6) U C�j oc APJY awsmucr owwRwo PARKmA Y DRAlm PER a7y or mmmAA sm. No. im IN' C� 01 z MODIRED PER DEML OYV -Wr 2 v., 16 f N PLANNING ENGINEERING SURVEYING FOR &?AD1111G RV 7HIS AREA Q� 141 6 N,V.. DIAL TWO WORKING 41 C369 Enterpri5e Circle North.Suite 126 Vlk*. �.s CfNrER DRI'lAr SEE PRECI&F GRADIVG PI.ANS BEFORE DAYS SWORE Tevnectj[Fi,Ca.92590 N Cd .;01 YOU DIG YOIJ DIG 0 951-695-8900 N T13LL F 951-69&E3901 Fax (4) 9 1.41 A A)BUC SUMM OY UNUMMAID SMIX AURT LD13 W8C%i El CONSTRUCTION RECORD ssl DRAWN BY n 11 A DRAWM NQ SCALE RECOMMENDED BY: w <) 61!!Y DATE: 3 b.3 UITY" Oft"' F T E m Eu'o*"'U L A DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 0 ei CONTRACTOR ------- "RIVERSIDE COUNTY HORIZONTAL ER THE SUPERVISION OF X - -oo�\ BENCHMARK T-46-81 RESET 1997" EASTERLY OF 'Ir 7� m DATE. &-a EL a m ml HOV M N I- wftLA& s INSPECTOR No.47677 DATE: 4"'eGREG LE PRIVATE STREET IMP""' E` AE06 rw Exp. 12/31 0 Aft JftA CORNER OF THE BRIDGE OVER SANTA GERTRUDIS D4h T O'ROURKE DIRECT KRF PUBLIC WORKS/CITY E PA1 3 U v 10`6 M E BENZ v#*%"F T'EMAE-CULA CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL Q/ V1 R.C.E. 47109 A v- DATE BY REVISIONS APPpD DATE ........... DATE COMPLETE Or IHE CONCRETE SIDEWALK. R.C.E. N 0. 47677 EXPIRES: me 4w 7T Q: t7ft -7- C M1387 PAGE 0`975, LOT. 11241 SHEET j OF j ENGR. ARCH. RCWD ELEVATION 1097.163' C