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HomeMy WebLinkAbout0001 GENERAL NOTES — IMPROVEMENT PLANS IN THE CITY OF LAKE ELSINORE (a) CONSTRUCTION BNOTES AND QUANTITY ESTIMATES O CONSTRUCT 0.30'A.C.OVER 0.50'A.B.CL.II 5,414 SF 117 TON/100 CV TRACT N O. 32337 O CONSTRUCT TYPE "A-6 SCURBIDEWALK G GUTTER PER RIV.CO.STD.N0 1 ( 4.188 LF 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE REPRESENTATION APPROVAL OF 4 CONSTRuci 4'THICK sIOEWALK PER REV.CO.STD.rEI.400 G 401 (W�7 4giB8 SF THESE PLANS BY THE CITY OF LAKE ELSINORE GOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY DE COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE DE ANY O CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD.209 22$j.SB795F AL 0 UNOERGROUPA UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR I IS REWIRED TO TAKE ALL OLE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPE © CONSTRICT 4"THICK P.C.C.ACCESS RAMP PER RIV.CO.STO.403.CASE A. 8 EA 0 OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY TIES)DAMAGE WRING STREET IMPROVEMENT PLANS PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION DE THE GOVERNING (� CONSTRICT STREET NAME SIGN PER LAKE ELSINAIE STD.DIM.201 a EA AGENCY BY THE CONTRACTOR AT HIS EXPENSE. Q NOT USED z 1 2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICATIONS FOR PUBLIC WORTS (LATEST OBSTRUCT CATCH BASIN PER RN.CO.STD.DWG.300 G C EDITION)AND STANDARD DRAWINGS OF THE COUNTY DE RIVERSIDE. IT IS THE CONTRACTOR'S O GUTTER DEPRESSION PER RIV.00.STD.ONG.311.CASE B 6 EA SSS3 RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 10 REMOVE BARRICADE 59 LF .2 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR FORTY-EIGHT (48)HOURS PRIOR TO —N— m BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124 EXT.247 BETWEEN THE HOURS OF 9.00 ii REMOVE A.C.BERU1/OIKE 442 LF A.M.AND 4:00 PM,MONDAY THROUGH THURSDAY. n PARCEL \r r PER O O.SWOXO'MIN..THIICT AND KNESS OVE EXDR TING EDGE PAVING 2'MIN.COLD PLANE AS DIRECTED.SEE DETAIL ON SHEET 2 2'MIN.OVERLAY 525 LF 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND l,r1r�C r I / �r WATCH MANUAL AT ALL TIMES WRING CONSTRICTION AS APPROVED BY THE CITY ENGINEER OR HIS )r�+��) REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. P,J\A 32338 r / r r r r'r) OO REMOVE A.C.OVER AB.PAVEMENT 2,610 SF 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE PARCEL Icy ) ) )�f_R 34 PROTECT IN PLACE JOB SITE AT ALL TIMES QUAKING CONSTRUCTION. \\\ P,JN/i 1 23 6 15 CONSTRICT FOSSIL FILTER PER RIV.CO.STD.DWG.300A (HOA MAINTAINED PER CCGRS) �-EA 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 \ UTILITY TRENCH 3,595 LF HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CALL y\ --� UNDERGROUND SERVICE ALERT (USA)AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. TRACT _ J ii ,.1 INSTALL STREET TREES 110 EA O��32.8 Cf5 Si J 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORT AREA AND BOUNDARY RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING DE CONSTRUCTION. Q _ `Y�4 c� OPEN SPACE i 6�ET!SEAS _, � � A 9! 3ffi r �--� r' B. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET \ P.ARCEL 3 SECTION. INCLUDING BUT NOT LIMITED TO SEWER,WATER, TELEPHONE,ELECTRICITY,GAS, AND L TRAbCT a>6 �, OPEN SPADE \ � 3B� \30 ) DRAINAGE FACILITIES. �f{DAgY i. �iv�p 3'� �'\a 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH 9B '52- � �411 3�` O V - r\ r) 0 6 30 r GRADING TO DETERMINE THE EXACT SECTION REWIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING "� 3 Y� / �- r�J��J JrJ��J i�—. 29 PURPOSES ONLY. 1 / i,3 41 /� YI ;e \ 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED 1� ?QQ r_ �� / —M—�' T 4 \ ' of \� .�j �k\27 1 PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS S- 4 \ ` "-- \F PARCEL r r'r TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS-BUILT"PLANS1�" " f THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. W �\ - -- �/" - a9M �T7 ( lU'y \ 7�p \g5 PlIl. 32336 Ts S1. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACE �'� '%� � �V .i✓1 - J]� — 3 py�' \ LEGEND TO CITY STANDARDS AS APPROVED 8Y THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED L, ZC2 TO THE CITY ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. �� / / +'E� 71 I•, _ _ �i� / \ .-- ��.--r`' \ i .} PROPOSED STREET SIGNS 12. AN ENCROACHMENT PERMIT SHALL BE REWIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC �� q I l - �\ / R 1 mew TI I -1�1s -' TRACT 3= G CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. j"' / \/ /) �}� 42�N1 9t �' �p1 BOUNDARYCURB RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE L \ �• 9 gr _ ae � 15 �I O� THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF 76 \ 4 �� / \ PROJECT CONSTRICTION WITH APPROVED SET OF IMPROVEMENT PLANS. _- �(} ��� 47l vgg��_��� 61ro L�— � ��_"�_ � RIG-IT OF WAY (POW) � �7 13. IF AN ENCROACHMENT PERMIIT IS REWIRED THROUGH THE DISTRICT NO. B OFFICE OF CALTRANS.PLEASE` SD r wvR Ny41 MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. ' ,.fa6 I 0.m- 1 cF3 fl_ -11 - � fit'. 17'� \ �' — CENTEPLINE (CL) S MO of 41? P f 10' Ra f8, —F 0 PROPOSED STREET LIGHT TRACT r i�',� Nia°3M '' "e -a9��s 1 (PER STREET LIGHT PLAN BOUNDARY - °j � T � i 1c � � ® EXISTING STREET LIGHT _- ✓3 ✓ " 1 74 ( 75� mow, ' " '? TR 30r �z,� I i 76 �� Jai ' k3�J/3/�ll 73 17��\ A�M PARCr I J PER T AGINN P.1\J1. 32336 ! 72 78 7.- 94 OU r ARY TRACT 3Z,337J1 NOTICE TO CONTRACTOR BASIS OF BEARINGS 15 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, BASIS OF BEARINGS IS THE EAST LINE OF PARCEL 3 OF STRUCTURES ETC.)SHOWN ON THESE PLANS (MAIN LINES ONLY -NO SERVICE PARCEL MAP NO.31011 ON FILE IN BOOK 206 OF PARCEL SITE WESTWIND o LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MAPS AT PAGES 50-52, INCLUSIVE,RECORDS OF RIVERSIDE DR. MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER COUNTY,CALIFORNIA.BEING NORTH 00' 26' 21"EAST. INDEX M.A_ ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE ti m LOCATION SHOWN. SCALE: 1"=550' q�, THE CONTRACTOR IS REWIRED TO TAKE ER PRECAUTIONARY MEASURES TO PROTECT DEVELOPER N THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR TR T m PRIOR TO COMMENCEMENT DE CONSTRUCTION. K.HOVNANIAN FORECAST HOMES '`�j TR '�.c 307gg TR LAKESHORE N N 1500 S.HAVEN AVENUE, SUITE 100 �s 31917 p 30788 DR. cV I @ ppgz m CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2500 AT LEAST 2 WORKING ONTARIO,CA 91761 MONICKER YO "! D DAYS PRIOR TO EXCAVATION. (951)271-5BOO INDEX OF SHEETS CAN o THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES PA n M IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID SOILS ENGINEER pFEGSIp TITLE SHEET I LINCOLN p. -N- PURPOSES. I y :.+ BUILT /'cOoPE M.L N��<- ST. �T N ALBUS-KEEFE 6 ASSOCIATES INC. :AS. Y S t. j� "� p`'so ', TYPICAL SECTIONS 2 o �j 1011 N.ARMANDO STREET HOSE PLANS REFLECT ANY SUBSTANTIAL s o AN(714) 3-1 92806 I"' N0.Ci1 CII_Illy/nl (754)630-1692 DESIGN MODIFICATIONS AS PROVIDED TO 1`s P STREET PLAN 3- 8 ¢ D ¢DATE OF PRELIMINARY GEOTECHNICAL I WEBB ASSOCIATES BY THE CONTRACTOR CIVIL Q? INVESTIGATION FOR TR. 32337 Fpf CALLF 74 011/18/2004 SIGNANkE DATE DIAL rypWORK ) GRAPHIC SCALE 1 =150 VICINITY MAP f#FORE DAYS BEFORE YOU DIG YOU DIG G 150 300 450 NTS TOLL FREE A PUBLIC SERVICE BY 1-BOD-227-2R00 UNDERGROUND SERVICE AIER`r �N,J NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. "AS BUILT" CITY OF LAKE ELSINORE SHEET NO. ' WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE cs ,, CIVIL ENGINEERS SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT 'Y WEBB 3788 MCCRAY ST. IN THE COUNTY OF RIVERSIDE, CALIFORNIA W RIVERSIDE CA. 92506 REVIEWED BY: RCE________ DATE ENCROACHMENT PERMIT AND/OR A fofN14 S % AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE .� � TRACT NO. 32337 GRADING PERMIT HAS BEEN ISSUED. ISSUED. �+ (951) 586-1070 III V1 D PYD9 1 N � $ � A S S O C I A T E S �. INSPECTOR DATE STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR I/ L VE N � r 20/f IND.Ay7882 �\^ ,,- / /�� r ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ) YA/1R /7NL OT � � Y L . SCALE: �- RnsE cor "Ees sl"'°°` " BENCHMARK: TITLE SHEET OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR KEN SEUMALO, R.C.E. N0. 56915 DATE 4? nvn �J PREPARED BY: DAN LE M. LOGSDON H: V: DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE CITY ENGINEER 4�ac gUlfa' wA CITY OF LAKE ELSINORE BM B-95-63 FOR: W.O. F.B. FILE N0. DETE Rae ROVALNBYATHECITY.ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS CITY CITY OF LAKE ELSINORE DATE S C71582 ELEV.= 1381.72'.EST. 12/95,NAVD29 R.C.E. N0. DATE: K.HiOVHWJIAN H(NES O4-0401