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HomeMy WebLinkAbout97-12_97-15 Sr4� op �y t. > FRArKLIN ST. GRUNBER ,NSA. STREET IMPROVEMENT PLANS 5 SITE FOR ELSINORE HILLS APARTMENTS - CASINO DRIVE. LOCATION MAP GENERAL NOTES: a' _ SCALES N.T,S, 1. NOTE TO CONTRACTORS: p THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURESSHOWN ON THESE PLANS OBTNED BY A SEARCH OF g LE CONSTRUCTION NOTES & QUANTITY ESTIMAT PROPOSED FUTURE APPROVAL OF THESE PLANSERE BY THEa N CITY OF LAKE EELSOREAVAI DOESBNOTRS.O ES CONSTITUTE A s O1 CONSTRUCT 4' AC 8" CLASS II AB 20,038 2575 REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE / SF EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE O CONSTRUCT VARIABLE THICKNESS AC OVERLAY PER TYPICAL SF 47,922 6106 PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR _ SECTION THIS SHEET ® STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED - 3 CONSTRUCT TYPE'A-B' (8' CF) CURB AND GUTTER PER DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE COUNTY OF RIVERSIDE STD. PLAN 201 LF 889 181 SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. O4 CONSTRUCT B' AC DIKE PER COUNTY OF RIVERSIDE STANDARD 212 LF 120 40 1 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARDS SPECIFICATIONS FOR PUBLIC \ © WORKS LATEST EDITION AND STANDARD DRAWINGS. IT IS THE CONTRACTOR'S Q 1 CONSTRUCT 4" THICK P.C.C. SIDEWALK (W=6') PER COUNTY OF ® RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS ANQ,CODES AT ALL TINES. RIVERSIDE STD. 400 AND 401. SF 6038 1085 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR TWO WORKING O7 CONSTRUCT ACCESS RAMPS PER COUNTY OF RIVERSIDE STD. 403 EA 4 ` DAYS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTOR AT (909) 674-3124 e EXT. 247-RECORDER FOR INSPECTIONS (9091 674-1344 BETWEEN THE HOURS OF 8 CONSTRUCT 6' TEMPORARY 2 1/2" ASPHALT SIDEWALK WITH LF990 A. 9:00 AM AND 4:00 PM MONDAY THROUG F IDAY. Y BASE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS !�9 SAWCUT AND REMOVE AC BERM & AC. PAVEMENT SF 3654 388 TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE { TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 10 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN •e • 209 INCLUDING SPANDRELS SF 1592 •® � 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY f RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL GIVE ALL UTILITY COMPANIES .� -- 11 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFCD STD. TS 303 INVOLVED AT LEAST TWO WORKING DAYS ADVANCE NOTICE PRIOR TO BEGINNING d EA 1 CONSTRUCTION AS WELL AS 1-800-422-4133, UNDERGROUND SERVICE ALERT. '! 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COST OF ALL EXISTING UTILITIES. CONTRACTOR SHALL INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. 15 CONSTRUCT 1B' RCP CLASS IV LF 8 7. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE CITY OF LAKE ELSINORE STREET SECTION, INCLUDING, BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, 16 CONSTRUCT STREET LIGHT PER COUNTY OF RIVERSIDE STD. N0. 1001 EA 6 ELECTRICITY, OAS AND DRAINAGE FACILITIES. g 18 CONSTRUCT 10' LONG PRIVATE DRAIN THROUGH CURB PER 8. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL BE RETAKEN AFTER CAST IRON PIPE 3'x1Y UNLESS OTHERWISE SHOWN. EA - RIVERSIDE COUNTY ROAD IMP. STD. N0. USE RECTANGULAR 9 ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. SECTION _ SE THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. CONSTRUCT CURB OUTLET PER COUNTY STD. N0. 308. TRANSITION FROM STRUCTURE TO PIPE 3' OUTSIDE OF R/W. INSIDE HEIGHT 5. EA 1 / 9. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ®0 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE CONSTRUCT 8" THICK P.C.C. PAVEMENT WITH 6` A.B. SF 328 �p/I -/ NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF"AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR 1 CONSTRUCT TYPE A-8 TO A-6 CURB TRANSITION ONLY PER CITY 39 -- APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. STD. NO. 200 & 201 INTEGRATED WITH SPANDREL. �, 10. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION © CONSTRUCT TYPE A-6 CURB ONLY PER CITY STD. NO. 200 117 .'� SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. INTEGRATED WITH SPANDREL \ `�.� CENTERUNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF ©3 CONSTRUCT 18"z18' CATCH BASIN W/6' OUTLET. PARKWAY GRATE � 1 _ THE PROJECT BEFORE ACCEPTANCE IS GRANTED. PER BROOKS PRODUCTS OR EQUAL. / 11. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE ©4 CONSTRUCT 6' PVC SCHEDULE 40 PIPE DRAIN CONNECTED TO EA 20 WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR CONST CONST RECTANGULAR PIPE PER CONSTRUCTION NOTE 18 MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED SEE \ BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION WITH AN APPROVED SET OF _ _ � IMPROVEMENT PLANS. / 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE \ REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. CROSS SLOPE VARIES -�\ Z' __ 13. THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS CONFORMING TO CITY PROPOSED R 0.8% TO 3.16% 7 STANDARDS. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO M. �, I tii� \ NSTALL STREET CENTERLINE MONUMENT AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 12' 38' VARIES 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSE OR EXISTING STORM 79, 21 tI DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON UNLESS ADEQUATE \ EX TEMPORARY/PERMANENT FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY ' \ VARIES SURFACE WATER TO THE NEAREST STREET, STORM DRAIN OR NATURAL WATERCOURSE. 6' 6' sAwCur AND A' VARIES VARIE Sul 16. INSTALL STREET TREES IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. z TI 11't TAPERED 5' WIDE TAPERED SEE S REMOVE EX. T OVERLAY Y OVERLAY4OVERLAYLDPLANE BERM-0to Y DEEP�!(M'T & BERM 2 m 17. STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF MARBEUTE. THE STREET LIGHT IF ti SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME 2' A.C. ET EX. F.S. IOVER E% BIWNG RESPONSIBILITY FOR THE STREET LIGHTS. 2xEX. BEY2tA EX. BERM ASSESORS PARCEL NUMBERS GRAPHIC SCALE 1=200 APN 363-100065 i1 100 Q 200 400 59 6 THICKENED A.C. E%.A.C. PAVEMENT APN 363-100-065 TO JOIN EXIST. NEW A.C. PAVEMENT '\ APN 363 100 O80 3 I TYPICAL SECTION INDEX MAP CASINO DRIVE ISTA. 12+40 TO STA. 24+001 NOT TO SCALE o Underground Service Alert AS BUILT o of Sd1RTOL LREO TOLL FREE Call: REE BASIS OF BEARING DEVELOPER1 DRAWING OF RECORD �� '-800 CENTERLINE OF CASINO DRIVE USA PROPERTIES FUND, INC. DATE:. Z./3/9B BEING N 44'14'44'W PER RECORD 2200-B DOUGLAS BLVD. SUITE 150 227-2600 OF SURVEY BOOK 89 PAGE 690 ROSEVILLE, CA 95661 T1V0 WORKING DAYS BEFORE YOU DIG COUNTY OF RIVERSIDE PHONE: (916) 773-6060 RESIDENTIAL PROJECT 95-4 NOTE,THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS REVISIONSI SCALEI CITY OF LAKE ELSINORE PERMIT AND BOND PURPOSES ONLY, AND DO NOT INCLUDE CDR- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND R.C.E, ESS/ PRIVATE ARE PUBLIC UTILITIES AS SHOWN REFLECT , P AB`E�DyL,LJ{'NID p%�1tS�\UPERVISION OF, KEITH INTERNATIONAL, INC. RECTIVE GRADING,IF REQUIRED. REFER TO SOILS REPORT, COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS C2C. VVl\_�/� AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- ,n T":4p' SHEET � THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USE➢IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- �.7- 'a'�Wr'.Wdw-'�'K'v'�•X•�••�•A'w"' IN THE COUNTY OF RIVERSIDE, CALIFORNIA IF ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION PELT INCLUDING SAFETY OF ALL PERSONS AND PRO- h LLB, •Z�y,q���•/y�Y ry,r•pe",ate• CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OVN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- avid W-Wen Shen DAVID LI-MEN SHEN DATE- QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING IU IDLnd Empire DhLloa STREET IMPROVEMENT PLANS HOURS AND THAT THE CONTRACTOR SHALL DEFEND,IN- w No. 44374 R.C.E.N0.44374 E%P.6/30/97 DATEi -22-4°7 JI B Aenr ar r.�.wt r,.=A,ee a Aeil Aw/1YeAleM FOR EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN Y MRKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEERY AND HOLD THE OWNER, THE CONSULTING EN- CC Z UNAUTHORIZED CHANGES 6 USES UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL PUBLIC AGENCIES HARMLESS FROM l[ THESE PLANS CONDITIONS BEEN REVIEWED FOR COMPLIANCE WITH THE BENCH MARK, CASINO DRIVE [IF-4 sl+Ts m i' n ANY AND ALL LIABILITY REAL OR ALLEGED IN CON-I T CIVII APPROPRIATE LAWS, D A OF IT CAN AND/OR CITY AND FROM THE INTERSECTION OF CASINO DRIVE AND RAILROAD CANYON ROAD,N.V.ALONG • Z TION, THE ENGINEER PREPARING THESE PLANS WILL NOT BE: NOTIFIED LOCATION IS NOTED, THE ENGINEER MUST THE STATE LAWS,AND A PERMIT CAN HE ISSUED. BE RESPONSIBLE FIX13 OR LIABLE FOR. UNAUTHORIZED NECTION XCE THE PERFORMANCE OF WORK ON THIS S-jp.1'I CASINO DR.TO THE INTERSECTION OS.W.CALINDFT DRIVE AND MILL ST.AT THE MOST BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM JJ. Exp �P NORTHERLY CURB RETURN 32.0 FT. . .OF THE CENTERLINE OF LALINO DRIVE, TITLE SHEET FILE N0, C CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL LONOITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER,THE CONSULT- MARK REVISIONS APPR ATE 9� E ��� /1 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MENSIONS AN ➢SHALL REPORT ALL DISCREPANCIES TO �JC'/�0 26 03 Q-lj-S7 IN E N.v.OF MILL ST.IAA FT.EASTERLY OF PP.N230A935E,A CHISELED❑ a PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ING ENGINEER DR ANY PUBLIC AGENCY. DESIGNED BYE DRAWN BYE CHECKED BYE CALF RATMM O L RLE B 26603 CITY ENGINEER DATE OnTE E/93 0f CURB ELEVATION. ELEV.1330.47 W.D. FOR-USA PROP, FUND, INC. 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