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HomeMy WebLinkAboutStreet Imp_0001 GENERAL NOTES IN THE CITY OF LAKE ELSINORE 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 RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE W THI N HE CONSTITUTE A REPRESENTATION RATION AS TO THE TRACT N O. 3 2 3 3 7 1 ACCURACY OF COMPLETENESS OF THE LOCATION NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STFAICTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR � IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPE OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGE WRING THE PERFORMANCE 15 OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE T R E E T IMPROVEMENT PLANS CONTRACTOR AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST SWESTWIND -N DR. EDITION)AND STANDARD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 10+63.25 12+59.37 SANDPIPER DR. ST. LIGHT NO. 17 ST. LIGHT NO. 16 (SECONDARY 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR TWO WORKING DAYS PRIOR TO ACCESS) BEGINNING WORK. CALL FOR INSPECTION AT (909)674-3124 EXT.247 BETWEEN THE HOURS OF 9A0 - �-NOTE: THESE STREETS FROM TR. 32337-2 TO A.M.AND 4:00 P.M.MONDAY THROUGH FRIDAY, S�. �6 BE CONSTRUCTED WITH THIS PLAN SET 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND 9. TR ESHORE WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS 31917 30 89 30788 LAKDR. REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 9 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE I ! JOB SITE AT ALL TIMES DURING CONSTRUCTION. , 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION f ! \ MCVICKER CANYON L S OLN pQ'. OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 I - SITE PARK ACCESS RD. HOURS WORKING DAYS IN ADVANCE PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CALL (PRIMARY ACCESS) pti� UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. I _ o �Q 7. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE CLEARING OF ALL PROPOSED WORK AREA AND I 79 X8 1�7 3�il QS RELOCATION COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE I ! _� -)-• +51. C \ 'Z7R¢ 74 OF CONSTRUCTION AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. L 82 ST. I 5 r rl-� -� 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET S 81+70.97- / r r�,,-� r \J \J 1J SECTION. INCLUDING BUT NOT LIMITED TO SEWER WATER.TELEPHONE,ELECTRICITY,GAS,AND ST. LIGHT N0. - -N- DRAINAGE FACILITIES. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS WILL BE TAKEN AFTER ROUGH 39 GRADING SE TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING 83+18.45 ��'�• 46+\'54 44 T N0. 18 ST+ IGH N0. 19 20B VICINITY 1 MAP PK)FPOSES ONLY. ST. LIGHT N0. 3 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED ^ NTS PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS r \l '� GB DR• '� TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. I .� V ACE 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACE 4 74 \ \ 316 TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED 84+68.63 75 \ 43+09.34 TO THE CITY ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. ST. LIGHT NO. 12 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WOW DONE WITHIN PUBLIC ((� �1•n 3 cr OPEN SPAN ' CONSTRUCTION NOTES AND QUANTITY ESTIMATES: 78 9 RIGHT-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE 1 41+ 1.49 310 CITY ENGINEER WITH CERTIFICATE OF INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. /1 S GH N0. 1 THE ENICROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIN£FRAME OF (1 I- \ 38+ 9,89 op�y Qi CONSTRUCT 0.25'A.C.OVER 0.50'A.B.cL.II f64,000 2.960 70N/3.053 Cv PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. p ST. LIG T N0. 22 rm , CONSTRUCT 0.30'A.C..OVER 0.50'A.B.(L.II f04,720 SF 2,262 TON/ 1,939 CY 13. STREET LIGHT STANDARDS SHALL BE CONSTRUCTED OF MARBELITE-THE STREET LIGHT SYSTEM SHALL �- �l W \1 +67.8 �! 8�, �\ `Q �`S ST+ I NO 23 'i/ (�2 CONSTRUCT TYPE "A-8"CURB G GUTTER PER RIv.CO.STD.N0.200, 13,920 LF HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME BILLING RESPONSIBILITY FOR THE 1 70 LI HT 83 \ STREET LIGHTS. (1(� 6 \\� \ 35+ ,6 02 O3 CONSTRUCT 4"THICK SIDEWALK PER RIV.CO.STD.NO.400 6 401 M-61 83.520 SF ll 88+48.80 \ 84 ST. LIGHT N0. 1 74 \\ BQ 85 > Qs as 0s Oq CONSTRUCT CROSS GUTTER PER COUNTY OF RIVE ME STD.209 zaeo SF 4+ \ \ EOXI T.IIS LI NT BASIS OF BEARINGS 73 LICH . 3 \ 87 _ R TFl 3 917 -_' I 0 CONSTRUCT 4"THICK P.C.C.ACCESS RAMP PER RIV.M.STD.403,CASE A. 1B EA BASIS OF BEARINGS IS THE WEST LINE OF PARCEL 1 OF PARCEL MAP I JN-B 311 \\ 89 _ �) © CONSTRUCT STREET NAME SIGN PER LAKE ELSINORE STD.CMG.203 10 EA MD.30797,ON FILE IN BOOK 204 OF PARCEL MAPS AT PAGES 5 THIDUGH 7, \ 12+69. B,5 T- STREET LIGHTS MOD LUMEN)PER RIVERSIDE COUNTY STD.1000 35 EA DELUSIVE W 31917 RECORDS OF RIVERSIDE COUNTY,CALIFORNIA,TAKEN AS �) CASCADE \ 3 \ LIGHT \ I T. ST. L FHT .. L O \ \ 7B \111 8 CONSTRUCT 6'A.C.DIKE PER RN.CO.SM.212. 363 LF NORTH 06*1558"EAST. 0. 7t1 CONSTRUCT CATCH BASIN PER RIV.CO.SM.WG O 11.C S 3 13+4$,81 L O CUTTER DEPRESSION PER RN.CO.STD.DWG.311,CASE B 1('EA ST. LIGHT 3 BO 76 j 10 CONSTRUCT UNDER SIDEWALK DRAIN PER RN.CO.STD.NO.308 9 EA L� S . LI T 6`1 C B 74 1 11 CONSTRICT BARRICADE PER RIV.CO.STD.NO.810 351 LF � 2� 9 98 12+ .95 12 SST. TfiHT NO.I 4!'St. LIGHT 31 7f 40 / 15 14 13 4� s 19 A � l 32 � r NO. 6 P: .pow �� 70 ST+08.55� 5 4 2� 22 S4 LIGHT BD. NOTICE TO CONTRACTOR \ .381 �36 THE EXISTENCE AND LOCATIONS OF ALL U•DEFIROUNO UTILITIES (UTILITY PIPES, 10+75.49 2 97 \ J!1 02+ 7BB ST. LrGHr NO. 0 18 i7 \ / T. LrGr�7 LEGEND LATERALS) RE ASCERTAINED SHOWN ON THESE PLANS (MAIN LINES OROV-NO SERVICE 7 25 $j�J LATERALS)WERE NDD BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER 1 8 16 4 N0. � � Be a ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE // LOCATION SHOWN. S HT.ND�� -9 1 27 \�, Nr;BST. LIGHT °Nry THE CONTRACTOR IS PEGIIIED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT \v54 i4 \ 28 T ST. O PROPOSED STREET LIGHT o THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON ST. LIGHT N0. 28 21 THESE PLANS.LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR ® EXISTING STREET LIGHT PRIOR TO COMEHCAENT OF CONST110ION. \13 \ / g N SPA TRACT PROPOSED STREET SIGNS DAYS PRIMUNDERGROUNDEX SERVICE ALERT NSAJ 1�00-422-4133 AT LEAST 2 WORKING ' t DAYS PRIOR TO EXCAVATION. 313 BOLNJDARY - DEVELOPER THE GUANTITY ESTIMATE SON HEtEON IS FOR THE USE OF GOVERNING AGENCIES 15+51.75 !0 T.tLIC't\HT NO. 1 CURB - 00 IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID K. HOVNANIAN FORECAST HOMES ST. LIGHT N0. 2 PURPOSES. 40925 COUNTY CENTER DRIVE, SUITE 110 67 INDEX OF SHEETS 18+24. 9 RIGHT of war (Row) TEMECULA, CA 92591 8 1- (951)587-0514 ST. LIGHT NO. 26 7/ TITLE SHEET 1 PAR.2 PER >5 -- CENTER INE (cL) g 0 SOILS ENGINEER TYPICAL SECTIONS 2 PAR ti PER PM 32336 20+12rG No. 25 A.C. DIKEsm o ALBUS-KEEFE& ASSOCIATES INC. P'M8 \/ B 1011 N. ARMANDO STREET STREET PLAN 3-13 OPEN SPACE 4 ANAHFIM, CA 92806 313 v (714) 630-1� INDEX MAP DATE OF PRELIMINARY GEOTECHBNICAL DIAL TWO WORKING INVESTIGATION FOR TR. 32337 SCALE:1"- 150 BEFORE GRAPHIC SCALE 1 -150' YOU DIG DAYSYOUFDIG 1]/]8/2004 TOLL FREE 1-IOU-421-4133 0 150 300 450 T A ROU SERVICE W UNDERGROUND SERVICE ALERT NOTE: APPROVED BY: SEAL-ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET No. WE �T CIVIL ENGINEERS WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE opFEss1 ,y{FL{ IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ' 3788 MCCRAY.ST. CITY OF LAKE ELSINORE BM B-95-63 ENCROACHMENT PERMIT AND/OR A NAVD29 12/95 EST 72'1381 AND/OR CI NO STATE LINES, AND A PERMIT CAN BE ��VA4LEN RIVERSIDE CA. 92506 ELEV. . . . , GRADING PERMIT HAS BEEN' ISSUED. ISSUED. L ,/ 1 ti a� °� A 5 S C I A IFE S (951) 686-1070 TRACT NO. 32337-1 S �� ! iG CONBVLTANTS . . THE E�zzlg FOR s STREET IMPROVEMENT PLANS ASSURING THE ACTE ICUERACY ARID ACCEPTABIUTI'THESE S OF THE DESIGN IS RESPONSIBLE Eiv. OF 13 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR u S• ROBERT MOEHLING DATE L,va EPARED BY: C58602 SCALE: TITLE SHEET DURING CONSTRUCTION,THE PRIVATE ENGINEER SMALL BE RESPONSIBLE DATE BY MARK APPR. D TE r� o / R.C.E. N0. FILE N0. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS 63056 �° C 0 �J H AS SHOWN V N/A FOR: W.O. FOR APPROVAL ev THE CITY. ENGINEER CITY R.C.E. NO. EXP. DATE: 6/30/06 DATE EXP. DATE: 12-31-06 K.HOVNANIAN FORECAST 04-0,D] b�.-