Loading...
HomeMy WebLinkAbout81-129 GENERAL NOTES: 1. NOTICE M CONTRACT025: THE EX[5TEi IJCE AMC,LOCATION OF ANY UNMR(laxLLL) UTILITV PIPES 02 STZL)CTURES SHOWN ON THESE PLANS W62E OBTAINED By A SEARCH OF AVAILABLE' RECORDS"APPROVAL OF THESE PLANS%y THE CITY 'I OF LAKE ELSINORE DOESALOT CONSTITUTE A REPRESENTATION AS TD THE _- ACCU2ACY OR. COMPLETEh.IESS OF THE LACATIDN; Uor-THE EKISTEN[E OR NON-Ex-ISTELCE of ANV UNDERCGIZOULID UTILIT4.PIPE OR STeUCTURJTS WITHIN THE LI AA ITS OF -r"G: 'Pi2O..3ECT.-TW>. CONTPAC'TOR. 15 2En L11R,ED TO TAKE ALL DUE PREC-ALJTIONARY MEASURES Fora THG P207E.CTION R/W 30 3O• RW OF ALL UT'ILI rl E5.PI PE OR. STRUCTURES, WNE THER, 5HOlU N O N Tf1E sE f0 ZO' 20' IO, PLANS OP-MOT. -.- 4 b 8 IZ 12' 8' b' }' , 2. ALL W021L SHALL(AN FORM TO THE C{T4 OF LAKE ELSI MORE 012pINANCE J 4-95 An.1D RIV E251DE COUh1TY STAN DA2DS. 0 \I Z 3 0 . T 5!-IALL BE THE R QRJUCGE ESPDLySIBILITV OF THE CpJTRACTOR TO A �+- to 5Y" a I,5/ I.sr\ o\ V4';I' / FOR THE IUECESSAR.Y T2.E'L,OCATIOILI OF ANY UTILIT-IES. - 4• CbNTRACTDR. SHALL NOTIFY ALL UTILITY COMPANIES, INVOLVED AT LEAST LAKESNORE D_21VE 4S HOURS r�2loz ro g�In�Nluv wozK_ `___• I O I,..1 H. C7121VEWAYS SHALL BE LOCATED W 7H6 FIELD AD DIRECTED AT THE TIME J T1 r r r�_ J T�r r J \ 3 OF CONSTRUCTION PE'2 1LOCATE DE T14 NT4 STD. 207. VVC)ODL r�I�r rr�r r r r J b. TLJs COUT2AcTOR SHALL SE IaEZPOLSSMLE T 0i2 THC CLEA21hIG OF 1' I �r JNJNSY1 V J\J1 /� rr r- of THE PROPOSED VJ02lG 2 R AEq. AND ELOCATIOU AND COST L OF AL V I I /- !- J J-}r r r f, ��= J FK.ISTING UTILITIES. Su BOIVIDE2 MUST 1NF02/.1. CITV OF LAKE EISIIIIDRE i I i I TORN FRANrrH ROAD fq I y J OF COAISTRUCTIOti1 SCHEDULE P21oR TO BEGINNINCe OF CONSTRUCTION. 1:J 1J 1 1 7 SUBDIVIDER WILL INSTALL STREET NAME SIGNS IN CoNF02MAMCE WITH L- I I Q COUNTY OF QIVERSIDE STAt OA20 L.SO.als. O O A. ALLULIDERCrZ0L3ND FACILITIES,WITH LATEPALS,5HALLMF fN PLACE PRIOR_ p I O I I O R�w 30, <E so, WW TO PAVING THE STREET' SECTION, INCLUDING BUT NOT LIMITED T03 Q Q1 20' 10 I SEWER,WATER,ELECTRIC,6As AND ORAI NAGE. I' 10� 12' B, 9, ASPHALT EMULatOU(POG SEAL) SH-,LL BE APPLIED NOT LE55 THAN 14 DAVS ��,5� FOLLOWING PLACEMEAIT OF THE ASPHALT SURFACWCa AND SHALL BE 4 APPLIED AT A RATE OF 0.05 GaLLOIJ/SQUARE YARD.ASPHALT EMULSIOLI III u ,1` I °° \ Ste\ SFIALL CON F02N1 Tb SECTION 37. SB, AND 39 OF STATE STD.9PECIFICATIOUS- - r-} CJ ° /I� ALL Sr12EET SECTIOMC ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE I 1 411 '/ TAKEN AFTER 120uGH GEADILIG To DETERMINE THE EXACT SECTION L+J \ RE=L11T2EO SECTION TWt"&ESSES SHOWN ARE FOR 13oWD PUePO5ES OWL1�. tL� I I tL1 v H W Q� Q � V tL17 6 4 tll tI jb t�) N I uwi ttl' tLl Qt � � liq Ij0. tea �e�c r�r�LPrr1 F�O �� CONSTRUCTION NOTES: tI� �c> q ° I ItI� V Q 1, J OCONSTRUCT TYPE "A" CURB 't GUTTER PER COUNT/ OF RIVERSIDE L LL � STAN BARD L10. 200 WITH G' C.F. L� O r'. N of �I �1 O CONSTRUCT TYPE "B" C0915 E GUTTER_ pc2 COUNTY of f21VET2SiDE ti I �Ip I Q�O STANDARD ),Ao.2ol WITH ES"C.F. aslI �W I�ILt,J COUSTRILY 2%a"A.C. gAvEMENr OVER- q" AGGREaAT'E SASE CLASS SC CL \-- I i I I I I I� r sea GETLE2AL /.COTE IO. _ r _ J _ _ R/w J JT-J 30' 2s' R�q/ �4 CoA1STRl�T 10' WIDE Coss GUTTER- >�5i'AI..tOZELg pE �O[;...R.LV• L II��, STALIOARD �2oq, w BhCoao WAY 10'6 8 20' 13' 4' 8' © CoKIST2UcT TYPE L MAQKER"8 20' O.C. id © CO USTeUCT QEDI.VooD NF�ID6RS PE'FL RI VER.91OE CouNT`L STD NO.J{p- I I NDIEX MAP �I °$ iti° ��'' y�� I.5". 1�$� }' O CoN57Q UCt CURB SIDEWALK PER- STD.# CI00 I4�1T t 3 N S L JZ ITALE5IDENT-IA.L LIGHTINC, PER- STD. klo. IODO 1 I 1 ® 1 U STALL S'Qs6T SIG Al PgP- QI U.CO.STD# 815. l0 INSTALL STOP 5/LN TERRA rJ ��� .(•1JT�J 0INSTALL ACCE55 RAHP PER R/V.CO. S7D.11403 J ROAD /L INSTALL OAR,4/LACE PER F/Y.CO. 57D W.-j/ 7I J QUANTITY ESTIMATE Pa.I PN.If 7471E 1. SIDEWALK-5 __. 10745F. _795G J,F. -11702 JF. 2. CONCRETE DRIVEWAY APPROACHES 33 EA. 22 EA. _336A. RAW 3. (.' A.C.P. WATE12 LINE 62a LP 56o LF 1120 Z.F. 30' 30' R/W 4. LATERALS V SERVICE 10061.E bba[F 990 LE ZD 5. WAT-ETZ METE K BOXES 33 EA. 22 M. 33 EA. 2' D' lo. F12E HYDRAMT-S CSTD.-70I A55)I-) 2EA. 2EA 4EA. ----' hYV/dran/sr. L5' 7 $_,.A.C..P. .WATER- LINE - - /60 C.F. 500L11 m co SHUT-OFF VALVES __ 2EA. 4 EA. 6 EA. �b�qn STfZEEr LIGHTS STD. fllO.(q>D - 6 EA. SEA _ B EA. M L�PREA s'r 10. STREET• 51C�IL.IS -__-_- SEA. /EA. 3 EA. � AREA 3 14. ROADWAY EXCAVATION 3 2 `ems THESE ITEMS INCLUDED IAl 62A]IA& \ / \ 12. ROADWAY FILL rr-1 r)( /1 J�/�l/1Y -Jr Jr r 13_ 2%a"AC.OVER 4"A.B.CLASS 3 7/6555F. 45554 SF. r_ 77G09 S.F. J, 1, J o/ 14. O CURB B'GUTTER TYPE "A" STANDARD NO.2OO 22II93LF /496 C.F. Z39/. S. 8"CURBt GUTTER TYPE"B" STANDARD LIO.201 587L.F 334 LF. 4324-,F. n� 0 12' L't ss I l6. CONCRETE SPANOREL STAN OARD ND.20 L/3 LF /Q. 4D4 S.F. 243E S.F. _ IT CQOSS GUTTER- 77856 } �3 IQ. REDWOOD HEADER 2'X4 -- - - J -r ems, p- 3E,p. is� _� /ate_ _ ° " EBB LC. G93 L.P. fir'-'--• _ M,ql. 2D• STOP SIGA_lS -- ----- /3155 9YEA. .F. _ ZEA. JI TO ae 12'EXIST PFIV/N6 �� Z�j _ RER ACEOM✓2'N 3 1141F. V/C//l!/TY M,4P EXisriv�ca E. Z 21. ACCESS RAMPS--- ,vo scscE I r-1I1r �r1���r 1 �, I 22. RELOIATE UTLLIIY SOLES _,-,__SEA. I 2EA. 23. BARRICADE ST4.BID - - ---- - - - c REVISIONS - - l50 LF _ I APPROVED BY: WOODROW REMBOLDT REGISTERED CIVIL ENGINEER LUCERNE TOWMSITE Ro- IAJO REr 4 10 -49 DATE: I J - CITY OF LAKE.ELSW02,E NLIE g� �RCD v�EUWNEERuo 10696 LAKE ,. ac>V g233O APPROVED BY:- ('TI4) Co74-I461 STREET IMPROVEMENT PLANS SCALE, BEKCH HARK: ELEV.1367.9S' - -- /� C.P. NO. T O ' AS S14OWU F�SHEETS DESIGLlED BY: CHECKED By' // '10SEP Ic��< rzcE 2I"775 660'sourH of INT>=z.DATE: 'Y CIrY EUGIUEER OF LAKC SHORE � - _ FILE.NO. DRAWN BY: DATE: TERRA COTTA. _. _...._ ._-. W.O. CDR:KuuseeG,LTD- F B. 80^l86 IC