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HomeMy WebLinkAbout04-71 GENERAL NOTES STREET IMPROVEMENT PLANS STREET PLASEMENT END 1. NOTE TO CONTRACTOR CENTERLINE 15 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES FOR CURB AND GUTTER �~� 74 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE OF NEAR-CAL CORPORATION DOES NOT CONSTITUTE A GRADE BREAKREPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR "' EDGE OF PAVEMENT 1HE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR DRAINAGE SWALE STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO CITY OF LAKE ELSINORE CALIFORNIA TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, EXISTING UNDERGROUND STRUCTURES PROPOSED ELEVATION > �P PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO ct EXISTING ELEVATION TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS r EXPENSE. THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN __ __ __ 09x PROPOSED GRADE & z ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY -- 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARDS SPECIFICATIONS FOR PUBLIC MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD J I ' I z II O'9 EXISTING GRADE WORKS LATEST EDITION AND STANDARD DRAWINGS. IT IS THE CONTRACTOR'S OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY y 0 CONSTRUCT PAVEMENT ` RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE I I U pti2 STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR TWO WORKING I o M CONCRETE PAVEMENT DAYS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTOR AT (909) 674-3124 FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. I z W ---- PHASE BOUNDARY EXT. 247 RECORDER FOR INSPECTIONS (909) 674-1344 BETWEEN THE HOURS OF o Ck 9:00 AM AND 4.00 PM MONDAY THROUGH THURSDAY. I I Uo n' xt Q STREET LIGHT 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS I rJ I o TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE I ,0) I ( JE TC TOP OF CURB VICINITY MAP TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. I I I I 5 I) FL FLOW LINE NOT TO SCALE r 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE PRESENT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT REPRESENTATIVE, AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. I IS VALID UNLESS THE FOLLOWING IS PERFORMED: I I OWNER/DEVELOPER CONSTRUCTION NOTES AND QTY ESTIMATES c� 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND I I I w NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL GIVE ALL UTILITY (n I I I NEAR-CAL CORP. UNIT TOTAL HAS PROVIDED INQUIRY I.D. # _ COMPANIES INVOLVED AT LEAST TWO WORKING DAYS ADVANCE NOTICE PRIOR TO m I I I ) 512 CHANTEY STREET BEGINNING CONSTRUCTION AS WELL AS 1-800-227-2600, UNDERGROUND SERVICE ALERT. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN T*1 w LAKE ELSINORE, CA. 92530 0 CONSTRUCT 4 1/2" A.C. PAVING OVER 11" CL. II A.B. S INQUIRY I.D. #FROM UNDERGROUND SERVICE ALERT AT LEAST 1 I > I� PHONE: (909) 245-5400 (TENTATIVE) 40,740 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF NJ J 0 I ( I CONSTRUCT TYPE A-8 CURB&GUTTER PER RIVERSIDE WORK AREA, AND RELOCATION COST OF ALL EXISTING UTILITIES. CONTRACTOR SHALL EXCAVATION. n I I' COUNTY STD 201 LF 1,810 OF THE CITY LAKE ELSINORE OF CONSTRUCTION AT LEAST TWO WORKING DAYS 1 PRIOR TO THE BEGINNING OF CONSTRUCTION. I I I I ' 33 CONSTRUCT 6' SIDEWALK PER RIVERSIDE COUNTY STD 401- SF 5,740 SIGNED DATE W ( O 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING I PRE.ST.LIGHT 4 CONSTRUCT TYPE A-8 CURB&GUTTER PER RIVERSIDE SHEET 4 _ _ _ _ COUNTY STD 201 LF 1,650 THE STREET SECTION, INCLUDING, BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, SOILS ENGINEER ELECTRICITY, GAS AND DRAINAGE FACILITIES. 5 INSTALL STREET LIGHT (9,500 LUMEN LUMINAIRE) PROP.ST.LIGHT T.H.E. SOILS 00. PER RIVERSIDE COUNTY STD 1000 EA 5 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST SHALL BE TAKEN EX.ST.a PASADENA STREET 41548 EASTMAN DRIVE AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. __ _ _ J MURRIETA, CA. 92562 07 INSTALL LANDSCAPING PER ONSITE LANDSCAPING PLANS - - - SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. `! EX.ST.Ll 1 PHONE: (909) 894-2121 ®RELOCATE EXISTING FIRE HYDRANT EA 1 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND I UTILITIES 9Q CONSTRUCT P.C.C. CROSS GUTTER PER RIVERSIDE COUNTY ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE I STD. 209A S 1,240 NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS INDEX MAP U ELECTRIC: @ CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY SHALL BE IN THE FORM OF "AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR R/W gO' R/W SCALE 1•=140' SOUTHERN CALIFORNIA EDISON STD 207 MODIFIED PER DETAIL 1 ON SHEET 2 SF 1,520 APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. $$ 26100 MENIFEE ROAD 45' 45' ULTIMATE R�W R/W ROMOLAND, CA 92380 11 CONSTRUCT HANDICAP RAMP PER RIVERSIDE COUNTY 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION 10' 35' 35' 10' 30' 30' STD. 403 (CASE A) EA 1 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. 10' 20' 20' 10' (909)928-8252 20� DEDI ATED R/W (EXIST. R W 5' (EXIST. R W g' � 13 ADJUST EXISTING VALVE TO GRADE EA 2 CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION y2l 11' EXIST. GAS: FUTURE IMPROV TS G 14 ADJUST EXISTING MANHOLE TO GRADE EA 2 OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED, 3 A.C. PAVEMENT(i PER PM 30395 I P VEMENT SOUTHERN CALIFORNIA EXISTING 1/2 STREET¢ 15 PROTECT EXISTING CONCRETE BRIDGE DECK VARIES ' GAS COMPANY O - - 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE ) z --SIDEWALK 2g % SIDEWALK i WITHIN PUBLIC RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR _______-___ __-____= gL P.O. BOX 3003 1®CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD 300 _ EA 1 REDLANDS, CA 92373-0306 MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED PROPOSED ASE COURSE (909) 335-7828 1©CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY BONDING FOR PUBLIC FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE FINISHED COMPACTED SUBGRADE B&GUTTER STD 311, CASE C EA 1 AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION WITH AN APPROVED SET OF GRADE TYPICAL SECTION TELEPHONE: A.C. PAVING&BASE 9 INSTALL 18" RCP (D2000) STORM DRAIN PIPE LF 71 IMPROVEMENT PLANS CRANE STREET GENERAL TELEPHONE COMPANY 0 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. 209 S 330 13. STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF MARBELITE. THE STREET LIGHT TYPICAL SECTION NO SCALE 1ER EAST THIRD STREET PASADENA STREET: STA 18+01 TO 22+23.28 MINIMUM SECTION 4 1/2" A.C. OVER it" A.B. (909) , CA 92570-2188 SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME NO SCALE T.I. =7.5 (909) 657-7612 BILLING RESPONSIBILITY FOR THE STREET LIGHTS. MINIMUM SECTION 4 1/2" A.C. OVER 11" A.B. DESIGN SPEED=25 M.P.H. T.I. =7.5 CABLE: SPECIAL NOTES: DESIGN SPEED=40 M.P.H. SAWCUT MEDIA ONE CABLE z 425 S. CORONA AVENUE 1. THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY R/W R/W R W 26' LINE 30, R�W COIRONA CA 91719 DEMOLITION NOTES AND QTY ESTIMATES STANDARDS. 90 g (909) 270-3415 45' 45' ULTIMATE` 0 6' 20' 20' 10' UNIT TOTAL 2. IT SHALL BE THE RESPONSIBILITY S THE CONTRACTOR TO NOTIFY THE ENGINEER TO EXISTING 1/2 STREET WATER/SEWER \ 10' 35' 35' 10' SIDEWALK 2R ELSINORE VLLY. MUNIC. WATER DIST. ❑INSTALL STREET CENTERLINE MONUMENT AS REQUIRED BY RIVERSIDE COUNTY d 2% 2% \� SAWCUT ASPHALT PAVING AND REMOVE. S 7,570 ORDINANCE NO. 461. 20' D6EDI ATED R/W 25' EXIST. R/W) 5' T. R 6' I -_______ --- 31315 CHANEY STREET ❑6 SAWCUT EXISTING ASPHALT PAVEMENT TO MAKE LF 820 FUTURE IMPROVE TS >_ LAKE ELSINORE, CA 92530 3. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSE OR EXISTING I A.C. PAVEMR` I A.C. PAVING&BA CLEAN JOIN LINE. 3 PER PM 30395 CURB&GUTTER (909) 674-3124 STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON UNLESS ADEQUATE VARIES 2% z VARIES% - _ TYPICAL SECTION TEMPORARY/PERMANENT FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY ___ SURFACE WATER TO THE NEAREST STREET, STORM DRAIN OR NATURAL WATERCOURSE. THIRD STREET 4. INSTALL STREET TREES IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. PROPOSED o NO SCALE GRADE ^�Tm + MINIMUM SECTION: 4 1/2" A.C. OVER 11" A.B. T.I. =7.5 DESIGN SPEED=25 M.P.H. PICA ABBREVIATIONS PASADENA STRREEET. LT. ECTIOND 18+00 NOTICE TO THE CONTRACTOR BVC BEGIN VERTICAL CURVE NO SCALE BW BACK OF WALK MINIMUM SECTION 4 1/2" A.C. OVER 11" A.B. 1. THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE EG EXISTING GROUND T.I. =7.5 PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR DESIGN SPEED=40 M.P.H. SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING EP EDGE OF PAVEMENT SHEET INDEX GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BIDS) AND CONTRACT(S). EVC END VERTICAL CURVE SHEET NO. DESCRIPTION STATION RANGE THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR DISTRIBUTING ANY FG FINISH GRADE FL FLOW LINE 1 TITLE SHEET N/A EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE. UNDERGROUND SERVICE ALERT FS FINISH SURFACE 2 CRANE STREET FROM STA. 0+70.12 TO STA. 15+59.36 2. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE HIP HIGH POINT 3 THIRD STREET FROM STA. 00400.00 TO STA. 6J22+35.83 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING INV INVERT 4 PASADENA STREET FROM STA. 16+60.16 TO STA. SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CALL:TOLL FREE LP LOW POINT 5 SIGNING AND STRIPING N/A CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE MVC MIDDLE VERTICAL CURVE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 1-800-227-2600 TO TOP OF CURB HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE TG TOP OF GRATE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM G3 GRADE BREAK THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. TWO WORKING DAYS BEFORE YOU DIG LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS E%1 PREPARED SUPERVISION OR SCALE: - SHEET �CK p � � 4-_US-a4- ® ® CITY OF LAKE ELSINORE A PORTION OF LOT 12, OF GOODWIN, WHITTEN AND THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTHWESTERLY �� Py - -- IN THE COUNTY OF RIVERSIDE, CALIFORNIA i ELLIOT'S SUBDIVISION OF LOTS 8 AND 9, BLOCK "A", RIGHT O"WAY LINE OF THE Qe s� PATRICK D. CRASK, PE DATE DATE: CIVIL ENGINEERING I LAND SURVEYING R.C.E. NO. C56501 EXP. 06/30/05 2-04 109N.MAPLESTNEET,SUREC,CORONAG4928B0 STREET IMPROVEMENT PLANS ELSINORE, AS SHOWN BY MAP ON FILE IN BOOK 4, PAGE FLOOD CONTROL CHANNEL, AS SHOWN ON RECORD O SURVEY No. C056501 9o91Tse3oee reos»asalmFaz THESE PLANS HAVE BEEN REVIEWED FOR COMPLIgNCE WITH THE FOR OF 5 SHTS. 241 OF MAPS, SAN DIEGO COUNTY RECORDS. 91/29-36 RECORDS OF RIVERSIDE Exp.06-30-05 c APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE, BENCHMARK DATE: 12/95 ELEV. 1274.91 NEAR-CAL CORPORATION COUNTY, STATE OF CALIFORNIA. BEING NORTH 43' 43' 46" EAST. 9 CIVIL a AND A PERMIT CAN BE ISSUED. FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND THIRD FI NO. MARK REVISIONS APPR. DATE rf � e�r- o4�7�t STREET 45 FEET NORTHWESTERLY ALONG COLLIER AND 45 FEET TITLE SHEET OLt-1t DESIGNED BY: P.C./R.SUN DRAWN BY: R.SUN CHECKED BY. P.D.0 C0 KEN SEUMALO ROE#56915 CITY ENGINEER DATE SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL PARCEL MAP NO. 31963 MEO139 jt�4 �/7e°%eddy f/Qvvisl"Assae.cfes 6' G✓Gy�le s,.,,T,�n,./�/9.7/°`� I