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HomeMy WebLinkAbout02-52_02-50 STREET IMPROVEMENT PLANS MISSION AIL FOR PARCEL A w AR L MAP 30680 N � CITY OF LAKE ELSINORE , CALIFORNIA \ GENERAL NOTES., O T� O U 1. NOTE TO CONTRACTOR: THE EXISTENCE AND OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES PM 3w NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE 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 PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY U77LITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE CEREAL STREET REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY 13Y THE CONTRACTOR AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION), AND STANDARD I LOCATION MAP DRAWINGS OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILAR WITH THESE STANDARDS AND CODES ALL TIMES. I J. THE CONTRACTCT OR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PR/OR TO BEGINNING ANY WORK. CALL FOR I ST LT NOT TO SCALE INSPECT70N AT(909)674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 a.m. TO 4:00 p.m. MONDAY THROUGH FRIDA Y. I /� 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT J ( //� CONSTRUCTION NOTES AND ESTIMATED QUANTITIES* ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO 50 SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE A7 ALL TIMES NO. D£SCR/P TION UNIT OUAN77TIESr� DURING CONSTRUCTION. INSTALL X" A.C. OVER X" A.B. (PER SOILS REPORT) SF 25,712 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCA 7/ON OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING OF WORK. THE ST LT �� 2O CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 LF 1,255 m CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-41JJ AT LEAST 48 HOURS PRIOR TO BEGINNING OF WORK. y I I� 3O CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. SF 7,359 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST N4• 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 207. EA 1 OF ALL EXIS77NG UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. O I N O 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE PLACED PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT I la SO SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. SF 10,784 LIM/NTED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES. I I' © CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 (3" AC OVER NATIVE SOILS) SF 1,818 n 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT W SECTION REQUIRED. SECTION THICKNEDDED SHOWN ARE FOR BONDING PURPOSES ONLY. I I IST LIT 7O REPLACE EXISTING CL STRIPING (7' STRIPE, 17' GAP PER CALTRANS FIG 6-1 DETAIL 1) TO MATCH EXISTING. LF 947 10.ALL EX/STING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRCUTION. ® INSTALL 2 X 4 REDWOOD HEADER LF 296 THE ENGINEER OF RECORD SHALL BE 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 APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF I I O EXTEND STOP BAR TO C.L. LF 7 THE PROJECT BY THE CITY ENGINEER. 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS I 1O ADJUST SEWER MANHOLE TO GRADE EA 3 I APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. ST LT SEE SHEET N0. z ST LT 11 REMOVE EXISTING REDWOOD HEADER LF 410 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN THE PUBILC'S RIGHTS-OF-WAY. — ——— EXIST. 21 .WA)'ER 12 ADJUST EXIST. BOX TO GRADE EA 2 BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF _L INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB _ S17E DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WI7H AN APPROVED SET OF IMPROVEMENT PLANS. —- CORYDON STREET EXIST. 18'SEWER - O3 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1001. EA 5 13.NO ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CAL TRANS. ST LT(FUT) ST LT(FUT) ® CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN NO. 204. LF 165 INDEX MAP 0 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN NO. 209. SF 2460 ©SCALE: i"=I DO' CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. PLAN NO. 403. EA 3 � O7 CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. EA 2 ® CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. PLAN NO. 309 EA 3 ` *QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY CONTRACTOR IS TO CALCULATE HIS OWN QUAN77FIES AND BID A COMPLETE JOB. P.I.P. - PROTECT IN PLACE CL - CENTERLINE EP - EDGE OF PAVEMENT DEVELOPER FH - FIRE HYDRANT FL - FLOW LINE FS - FINISHED SURFACE ALESCO DEVELOPMENT �IINC,LLC MH - MANHOLE =2211 VyOTVf71M11B,LVD,SUM WO PL - PROPERTY LINE WOODLAND HILLS,CA,9=4 PP -POWER do TELEPHONE POLE 8p-N3-96M SMH - SEWER MANHOLE EAM V QUANTITIES I TC - TOP OF 6"CURB N Gn �/ WM - WATER METER CUT 1450 C•1• GV•�_11,�CC WV . WATER VALVE QR ON RLL:1400 C.Y. SOILS ENGINEER: - % 1417.4- SPOT ELEVATION OFESS/ O 9 5- FL - SPOT ELEVATION FOR POINT DESCRIBED h�Q`c.ooN (f r`l�yc EnGEN Corporation A.C.PVM'T w rm, N 42485 4%07 Enterprise Cirde North,Suite 1 R&R A.C.PVM'T 0 Exp 3/31/04 ; BASIS OF BEARINGS Temecul Ca 92590 ql CIVIC TEMP A.C.PVM'T FOF CAE\FO� THE BEARINGS ARE BASED ON THE CENTERLINE OF CORYDON STREET BEING N36WOO'E I� CONCRETE SIDEWALK REVISIONS PREPARED UNDER THE ERNSIAV OF.• PREPARED BY Underground Service Alert CITY OF LAKE ELSINORE O Call: TOLL FREE III19 oL Jensen&Associates « « STREET IMPROVEMENT PLANS DON LETEY, .E. 42465 ATE 1487 Wood de lax•*Ar*k U 925M•(909)780.1829•FAX(909)780-6629 1 j 1 -800 REG. EXP. 3-31-04 VERTIGO PROJECT 422-4133 PHESE PLANS HALE'BEEN RfffIfED FOR COMPLIANCE WITH THE APPRGWRIATE CONDITIONS SCALE. BENCH MARK V� _— CF DEVELOPMENT AND/OV7 ary AND STATE LAWS,AAO A PERMIT CAN BE ISSUED. AS NOTED RIVERSIDE COUNTY BENCHMARK EL-4-80: PARCEL MAP 30680 i N lw0 WORKING DAYS REF DESCRIPnQV BY APPR DALE �V 1 1 2'ALUMINUM CAP IN V CONC.COLLAR CITY OF LAKE ELSINORE 3 14 ` BEFORE YOU DIG ��• �y ��� A��j Z 0�• DATE• 0.7 MI.SW FROM TNT.OF CORYDON STREET AND MISSION PESICNED BY.' DRAWN BY: RA ONDYM ODONNELL, CITY ENGINEER DATE TRAIL,100'NW OF C.L.CORYDON ST. a CHECKED BY.' PROD. MGR.: R.CE. NO.. 26603, REG, EXP. 09-05-02 ELEV.=1265.00 W.O. FOR. F.B. FILE No. 0 I - - - _ - - _ - _ - - - - --- _ T = pl., - 13 o� c EIS INI FA Co GWODS 9- Ell i TA L_ - ___ -._ .-____.- -__ ..-____ _-_ -__-.__ -_� 33 _ ._ __:_: ___.__ __ _ _._ - - _ _ _ u1 O _. .._. _ __ 2 -.: -__. _._ ..._ __ ._... .. -__ ._..-_. _ -.. .— __ .. -..__ - N -41 0 __._ _ __ __.- __ y _ _ _ Ft TURE -$A d so 5 - _ - _ _ _ _ kf �1 43 co ..' r_____ L ZZ -_ _ A A` - - _ ' R FI C4L S - -- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 0 40' 0' 40' 80' 120, oN Y 4 2 0 ! GRAPHIC SCALE: I'=40' + 3 }3 W °m o o a o $x m N NL)v) a� bJ O1 O� V h J W + , EXIST. EXIST. o in o•I +o „+ N a0 + +a +• m a z_ _ _z viz_ ^�ti u1 + y ' R/W 60' R/W f z nI� ¢w ao n� a'� aa� a0 a� w ~� y,z a w a a w w ¢¢ o r\ FI- �o �a ter+ �w + ao- '^ vIw 30' C/L 30' v) vt In W NIN w m N Q u 1-~ w t'P OQ- �,� 1 t -� 1 1 min I CORYDON ST. x��` I lo' 20' 1s' 12' I by4y bti�y SEE SHEET 2o 10, 11 4 4 0 =3 I I G y ° �,F_ ul R 16 4G _ — R/W_ _ EXIST 12•WATER MAIN 01`f,� 2 F� —�— t "Al ; m� .1 ,<� 1 !l '_.•.� � _ j y ,`-`.i 6,aP t ba •2�9 0°jr0.. 15Q1 10 o `� - b } ,. ' is cCi. ,b 4 ��b. o J' I G0 PROPOSED CURB: GUTTER a1 .ti e 69 7r - - z &SIDEWALK L FUTURE CURB, GUTTER d �6 d o d d �6�d let J °�d 1 \61 d o sea o 11 `y.d 10 0 ti. c PROPOSED PAVING &SIDEWALK EXIST aRV——————— — //��pp���� ��'p��� ROAD _ �♦83EAL STREET — — — _ — — _ /r EX/ST. DWY Y EXIST,CRUSHED EXIST. EXIST.CURB,CUTTER AND SIDEWALK (CONSTRUCT 1/2 STREET IMPROVEMENTS BASED UPON 60' R/W) ROCK DWY END OF CURB&GUTTER FROM STA 12+93.03 TO STA 15+70.29 AND SIDEWALK CONSTRUCTION NOTES: 1 1 , EXIST. EXIST. 1 INSTALL X" A.C. OVER X" A.B. (PER SOILS REPORT) R/W 60' R/W CURVE DATA 2 CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 3O' C/L 3O' CURVE DELTA RADIUS LENGTH TANGENT CEREAL STREET 3 CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401, �•� 10' 20' 16' 12' A '�' 3DI S4.9e' 3s' 4 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD N0. 207. REMOVE EXIST. 101t PAVEMENT LEGEND 5 SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. REDWOOD HEADER 6 CONSTRUCT TEMPORARY A.C. PAVEMENT TAPER 6:1 (3" AC OVER NATIVE SOILS) I QROFESS/I NEW A.C. PVM'T 7 REPLACE EXISTING CL STRIPING (7' STRIPE, 17' GAP PER CALTRANS FIG 6-1 DETAIL 1) TO MATCH EXISTING. / ���EXISTING CURB, GUTTER �e4�1oQ L yl�� CONSTRUCTION NOTES CONT'D: 8 INSTALL 2" X 4" REDWOOD HEADER z 14 CONSTRUCT 6" CURB ONLY PER COUNTY OF RIVERSIDE STD. PLAN NO. 204. PROPOSED CURB, GUTTER & SIDEWALK 9 EXTEND STOP BAR TO C.L. &SIDEWALK PROPOSED PAVING EXISTING PAVING TO REMAIN No. 42465 15 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN NO. 209. 10 ADJUST SEWER MANHOLE TO GRADE * Exp. 3/31/04 * 16 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. PLAN NO. 403. CEREAL STREET syT clvi\� ��P 17 CONSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. 11 REMOVE EXISTING REDWOOD HEADER (CONSTRUCT 1/2 STREET IMPROVEMENTS BASED UPON 60' R/W) Of'-CA\,l 12 ADJUST EXIST. BOX TO GRADE FROM STA 15+70.29 TO STA 19+27.03 17 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD. PLAN NO. 309. 13 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1001. C R E V SI ON S PREPARED UNDER THE SU ERVISIAN DF PREPARED BY. CITY OF LAKE E L S I N O R E O 10 1 I o2 Jensen&Associates STREET IMPROVEMENT PLAN m DON LET£Y, R.C.E. 42465 OA TE 14e7 wuoa de me•We yde,a 995o6•(909)Teo-,es9•FAX lvoa>7e0-1699 3 ' z REG. EXP. 3-31-04 CEREAL STREET — THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS SCALE.' BENCH MARK Q' DEVELAOMENT AND/AR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. RIVERSIDE COUNTY BENCHMARK EL-4-80: 1"-40'DESCRIPAON BY APPR DATE 1 1/2'ALUMINUM CAP IN 6-CONC.COLLAR CITY OF LAKE ELSINORE 3 o I REF � 2 2-D Z DATE' 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION > DE96NED BY DRAWN BY.' RARA OND O'DONNELL, CITY ENGINEER DATE TRAIL.100'NW OF C.L.CORYDON ST. M CHECKED BY PROD, AMGR.: RCE. NO. 26603, REG. EXP. 09-05-02 ELEV.=1265.00 WO.. n FOR F.B. RLE NO,____ e I pK (0�21�02 WUwJ& f z5. C,