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HomeMy WebLinkAbout07-215_07-211 i LEGEND CITY OF LAKE ELSINORE s�A STREET GRADE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA �5.. ;o PROPOSED STREET LIGHT STREET IMPROVEMENT AND STORM DRAIN PLANS SITE ) FIRE HYDRANT FOR - CENTERLINE �lF VICINITY MAP RIGHT-OF-WAY \ PARCEL A 30985 NO SCALE 15 ABBREVIATIONS INDEX MAP // I! \ o AC ASPHALT CONCRETE 1"=60' E& C/L CENTERLINE P/L PROPERTY LINE / \ \ \ n EL ELEVA PON m EX. EXISTING FL FLOW LINE \ \ \ $ FH FIRE HYDRANT 1 FS FINISH SURFACE GB GRADE BREAK \ 0100=128.1 CFS GENERAL NOTES: HP HIGH POINT TC TOP OF CURB 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDER- EP EDGE OF PAVEMENT /// \ GROUND UPLITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE BC BEGIN OF CURVE / / OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS EC END OF CURVE //{ BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS I 1 TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE \\I1 PRC POINT REVERSE CURVE PARCEL T PARCEL 2 \ OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPES, OR STRUCTURES BVC BEGIN VERTICAL CURVE / \ ALL THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO I TAKE EVC END VERTICAL CURVE 0100=12.7 CFS ALL DUE PRECAUTONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, I / / PROPOSED \ PIPES, OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY R/W RIGHT-OF-WAY(ROW) 0100-8.9 CFS PARCEL 3 \\ UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE / STREET LIGHT 0100=168.0 CFS // I\ (TYPICAL) \ REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY - -�� BY THE CONTRACTOR AT HIS EXPENSE. DECLARATION OF RESPONSIBLE CHARGE EXISTING -- 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR STREET LIGHT PUBLIC WORKS , AND STANDARD DRAWING OF THE COUNTY 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ( ) THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE _ _ OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY 70 BE FAMILIAR WITH PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS �_ - - - - - THEE STANDARDS AND CODES AT ALL TIMES. CODE,AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. - KS LATEST EDITION- \ EXISTING /'�A�A,,'AA'' A, Q 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 ' L I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS WATER LINE CAY�IYO �L IVORTF g er THE CITY of MURRIETA IS coNFweO 10 REVIEW ONLY AND DOES NOT __ __ _ _ _ _ _ - -L - - - - - - - - - - - - - --� HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(957) RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT - - -/- - �-- - - - - - - - - -- Lo 674-3124 EXT. 241 BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. DESIGN. / - nN'i• - - Cam_ MONDAY THROUGH FRIDAY. ACDADDRESS, 434 ENGINEERING,INC. -� - - - - - - - - 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH B TILE,SIT.: 434.E BUSINESS PARK DRIVE - - - - - - - - - - - CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING TELEPHONE: (951)TEME 506 14 92590 / CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. (9S1)soe-t4zs 1-15 FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. k,67 / I BASIS OF BEARINGS 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE g FRANK A. ARTICA DATE �+ ^,' O ��T1T7 REPREENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. R.C.E. 61NO EXP.DATE 9-30-07 CONSTRUCTION NOTES OUAN I I I YES: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR CAMINO DEL NORM FRONTAGE ROAD, BETWEEN STATIONS 1120+86.33 THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY AND 1143+63.37 AS SHOWN ON CAL-TRANS R/W MAP 414042, I.E. N ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING I BENCH MARK: 3639'00"W WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT Oi CONSTRUCT 0.39'THK.A.C.PAVEMENT 42,278 S.F. (USA) AT 1-800-227-2600 AT LEAST 4E HOURS PRIOR TO BEGINNING WORK. ELEVATION: 1327.88 DATE: 11/90HEET INDEX CONSTRUCT 0.5'THK.A.B..TYPE II(PER COUNTY ROUT.FOR AMR.HWY.STD. 101) I RIVERSIDE COUNTY DESIGNATION: CAPS STATION 019 APPLY ASPHALT EMULSION(PAINT BINDER/FOG SEAL) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE L DESCRIPTION: BOLT& WASHER, FLUSH, POINT IS LOCATED AT THE END OF YELLOW O2 CONSTRUCT A-8"CURB PER RIVERSIDE COUNTY STD.N0.201 817 LF. SHEET 1: COVER SHEET, NOTES, VICINITY MAP, &INDEX`-MAP PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING CENTERLINE STRIPING ON MAIN STREET BY NORTHBOUND EXIT OF INTERSTATE 15 SHEET 2., CAMINO DEL NORTE STREET IMPROVEMENTS UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF I AND APPROXIMATELY 90'FROM THE INTERSECTION OF MAIN STREET AND CAMINO DEL NORTE. O3 CONSTRUCT 6'SIDEWALK PER RIVERSIDE COUNTY STD.NO.400 4,070 S.F. SHEET 3: CAMINO DEL NORTE'POWER POLE LOCATIONS CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF-CONSTRUCTION. 4O INSTALL STREET LIGHT(ARTERNL)PER RIVERSIDE COUNTY SID.N0. 1001 5 CA, SHEET 4: STORM DRAIN LINES A. AT, AZ A3, &A4 B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR ASSESSOR PARCEL NUMBERS O SHEET 5. CAA41NO DEL NORTE CROSS SECTIONS TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, 5 REMOVE EXIST.6"A.C.DIKE 280 LF. WATER, TELEPHONE, ELECTRICITY, GAS, AND DRAINAGE FACILITIES. 377-200-029, -030, -OJ i, & -033 ©O��DIRCTED,STING POVERLAY AS�IREQUIRED(SEE DET B) 9�LF NOTIFICATIONS: 9 TAKENALL rnAFTER ROUGEET H GRADING ARE NTATIVE. A00177ONAL TO DETERMINE THE EXACT IL SECTIONECTION STS L BE REQUIRED. OWNER/DEVELOPER SOILS ENGINEER O REMOVE EXIST.AC.PAVEMENT 948 S.F. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. NOTE. THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE MINEGAR FAMILY TRUST LCC INLAND, INC. O CONSTRUCT 8"A.C.DIKE PER RIVERSIDE COUNTY STD.212 142 LF. AGENCIES FORTY-EIGHT(48) HOURS PRIOR TO STARTING POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE REP: PETER MINEGAR 40935 COUNTY CENTER DRIVE, SUITE 'A' O CONSTRUCTION OR EXCAVATION: ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO 27705 COMMERCE CENTER DRIVE TEMECULA, CA 92591 9 POWER POLES TO BE RELOCATED 5 EA. THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT" TEMECULA, CA 92590 TEL: 951-719-7076 CITY OF LAKE ELSINORE 7-(957)-674-5170 PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL I TEL: (951) 699-4898 FAX: 951-719-1077 10 CONSTRUCT CURB OURET DRAIN PER RIVERSIDE COUNTY SID.NO JOB 1 EA ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. FAX: (951) 699-3598 GENERAL TELEPHONE 1-(800)-227-2600 1 f CONSTRUCT CATCH BASIN WILD.PER R.GF.C.STD.N0.C81p0 2 EA iL ALL EXISTING MONUMENTAPON DISTURBED OR DESTROYED DURING �+ �+ &LD 201,CASE'C'(W=21) ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-(951)-674-3146 CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY ENGINEER'S NOTES: 12 CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE COUNTY SID.N0.207A 2 EA MR. ART KNOOP THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY I � ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS a CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ���� SOUTHERN CALIFORNIA GAS COMPANY(U.S.A.) 1-(500)-227-2600 GRANTEDVEAdSll . 0 RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF STOW SOUTHERN CALIFORNIA EDISON COMPANY(U.S.A.) 1-(800)-227-2600 12. AN ENCROACHMENT PER SHALL BE REQUIRED FOR ALL CONSTRUCTION '�)CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND �i CONSTRUCT 7'x X REINFORCED CONCRETE 90X(RCB)PER GILTRANS SID.DING.NO.D80 156 LF. PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID N IZ o BE LIMITED TO NORMAL WORK HOURS, AND THAT THE CONTRACTOR SHALL 2� CONSTRUCT T x 4'REINFORCED CONCRETE BOX(RCB)PER GILIRANS STD.DWG.N0.080 36 LF. UNDERGROUND SERVICE ALERT(U.S.A.) 1-(800)-227-2600 PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC N ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE ❑4 CONSTRUCT 24"RCP PER R.C.F.0&W.C.D.STANDARDS(CL-N) 190 LF. IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB t N m PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITYSITE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 05 CONSTRUCT TYPE'X'INLET PER R.CF.0&W.C.D.STD.DWG.N0.CB-107 i EA WDID 8`� APPROVED DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR © CONSTRUCT JUNCTION STRUCTURE NO. 1 PER R.C.F.C.&W.C.D.SID.DWG.NO.JS226 2 EA pp PRIVATE ENGR S NOTES TO CONTRACTOR 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT N0. 8 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF ❑9 CONSTRUCT HEADWALL PER CALTRANS SID.DWG.N0.084,TYPE A' 4 EA OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. EXISTING UTILITIES EXCEPT AS SHOWN ON THE THESE PLANS. THE 10 CONSTRUCT TRANS17ION STRUCTURE NO.2 PER R.GFC.&W.C.D.SID.DWG.NO. TS302 1 EA OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THESE ARE NO EXISTING 14. STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF MARBELIT. THE STREET LIGHT b PROTECT THE UTILITY LINES AND STRUCTURES SHOWN AND ANY OTHER LINES FI-11 REMOVE HEADWALL I G UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME N OR STRUCTURES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 12 CONSTRUCT GROUTED RIP-RAP,48"THICK, (W&L AS SHOWN ON PLAN) 11 CY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN BILLING RESPONSIBILITY FOR THE STREET LIGHTS. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND OF ALL UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE CIVIL 13 CONSTRUCT HEADWALL PER GLTRANS SID.DWG.No.D861 I EA. RESPONSIBILITY FOR THE UPLITY PIPES, CONDUITS OR STRUCTURES SHOWN OR ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NOT SHOWN ON THESE DRAWINGS. W00 Q v 6-7•u CAL-TRANS PERW T NUMBER 08-05-6-MC-1102 SEAL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CITY OF LAKE ELSINOF E Underground Service Alert REVISIONS APPROVED BY: DATE RµOF ES SIp APPROPRIATE CONDIT ONS OF DEVELOPMENT Al CITY AND STATE A Call: TOLL FREEA.A and INI q 'Y,cZ LAWS, AND A PERMIT CAN BE ISSUED. 7 D N TITLE DEX SHEET 1 s m .r PARCEL MAP 30985 N0.C 66 z K SEUMALO RCE 56915 E 6 30 1-800 18 0 EXP.9/18 0 PREPARED BY: OF 5-SHEETS 227-2600 a eeew. os.�a^ v STREET and STORM DRAIN IMPROVEMENT PLANS 11 TWO WORKING DAYS BEFORE YOU DIG 'r/./T CNA' +* B b a 4%3(RW4Me�DIIVE,rnmaZACA9 u DATE BENCH MARK: flLE N0. EOF CAV FR NK A.ARTIGA AYE SEPTEMBER, 2005 I RCE 61WO09/30/07 SEE SHEET NO. 1 I I wo- a i OJ m i�MI GI EL ORT • F >R -::'�Ev-3rsrA44. ram .wuA_ - -. afmwr[Icv-r2w.2a - � --� -- ...._ ---..... -.. -3f1.4a -- -.._,..--� ..-..._ � _ . . .-.... .._.. ._ ._.._ -_- - -- - yyyy "' _ /qWT SlA-1b+AiM: � - I 140, B g ��8kYr77wu i --sv R ffi B - fq�fill, - - - _-'° - - - --- --- -- -- ---- ^ ^ - ^ i s� == --- - - - - ------- ------ - _ c s I _.- - PROFILE SCALE - - .. HORIZ.: 1'-4' ki 17 18 19 20 21 22 23 24 25 26 27 CONSTRUCTION NOTES I ' O1 CONSTRUCT 0.39' THK. A.C. PAVEMENT � CONSTRUCT 0.5' THK. A.B. TYPE ll (PER COUNTY RQMT. FOR MJR. HWY. STD. 93) [ APPLY ASPHALT EMULSION (PAINT BINDER/FOG SEAL) CONSTRUCT A-8"CURB PER RIVERSIDE COUNTY STD. NO. 201 CONSTRUCT 6' SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 �/� OCR I I O4 INSTALL STREET LIGHT(ARTERIAL) PER RIVERSIDE COUNTY STD. NO. 1001 / 10+7564 LlN£A-J" U E A-1"PER DRAINAGE EASEMENT I \ 5 REMOVE EXIST. 6"A.C. DIKE // NE'1-4'PER 90••T3-TC SHEET 4 SHEET 4 SHEET 4 20+4174 11+57.64 O 4 .76-TC \ \ \ PP2225121E ©REMOVE EXISTING PAVEMENT. GRIND 2' MIN. I / 1� _ ECR _ -TC' \ 9 25+62.48 OR AS DIRECTED, OVERLAY AS REQUIRED (SEE DEF. A) 94.89 v 19+ 911Z-1C / 9192-TC \ EN0 CURB WT1ER - r-- - RCB" --`- -�- �--- -- -- 96.20-TC \ \ - Cp AC D/K£ \� O7 REMOVE EXIST. A.C. PAVEMENT -- ---- _ _ ------- g ---- --- Rom' - - �� CONSTRUCT 8"A.C. IKE PER RIVERSIDE COUNTY STD 212 f 8 BfCIN CURB N A .DIKE LINE A-?"PER 94.09-TC -- \. ��EaOST.R ® •C• I n*ce -A PER 6 2 36'9'00'W 65141' 3 4 `- O9 POWER POLES TO BE RELOCATED !!! 4173120E�..� fET 4 --- - 9 PP2225IZ0.� 4vsr R/lY--'"' J+40.1B 1 /S 07.42 �. i � 10 CONSTRUCT CURB OUTLET DRAIN PER RIVERSIDE COUNTY STD. N0. 308 l +16.6 I 11 CONSTRUCT CATCH BASIN W/LD. PER R.O.F.O. STD. N0. CB100 ' 16+89.74 4• 1 / `� 17� � do LD 207, CASE 'C' (W=21', V=3.35%W-21, V=3.96) CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE COUNTY STD. N0. 207A 16+87. _ _ EXIST.ST.UQHT /. "MATCH EX/ST 16+2893 8'WRB / 17+6197 9 18+011/ 5 6 7 PP23090J9E 9 +7 H UMl OF QOWSTR(/CTIQV /T P MA1CN EXIST. :f ITS O�CONS� I rNOp �2s< ANG PT. /MOD ANG:PT. araa �` soma EXIST.DIKE N36J900 B77.95' 2Z JMm / ; 8Nm - EDGE OF PLANT. �rtOiD 4 �1.... �•IERM/NATES -�\ l7fATL �._.- - C T - -�- - �s �- \� } R IW+--- - C� EA95T.EDGE OF PAVEMENT COST EDGE OF PAVE11EA/ 22' 78' -. -� - -\ -� .,. ......._- - - - �.. E.O.P. - - - - - f - 22'TO I O Ex/sr.R/w - - - - - - - - - - a 17+6197 CAL R/W I I BEG.AC.DIKE EXIST 5'r6•RC8 CAMINO DEL NORTE I SURFACE 12 O R/W R/W VARIES EXIST. XIS.UPAVEMEN MOVE 2Z' 78' _. 1 / INJFRSTAIE-l5 LIMITS OF CONSIRUCIIQV COUNTY STD.GUTTER (TYP.) 6' SIDEWALK PER COUNTY m 2•MIN. OR AS 8"CURB T GUTTER PER N EXIST. PVM7.� DIRECTED NEW PAVEMENT 112MJL SFLBOM C uMtl m/IOIfSTD. 400 (TYP.) 65, 12 NO SCALE EXISTING •T.1.= 8.0 i CURB DATA LEND _ ____ __ SURFACE VARIES 2fi MINIMUM SECTION 0.39'AC/0.5'AB s N0. BEAR/NC TA RADIUS LENCIH TANGENT REMARKS GRIND 0.10'MIN. EXIST. PAVEMENT --- - -' MAJOR HIGHWAY CLASSIFICATION l 2 ---T Y5' 2500' J9.1r Z4.9o' 1RANSIDLW FR.8'ID 0'CF. 8'CURB & CUTTER PER GRAPHIC SCALE AND OVERLAY f'MIN. PER RIVERSIDE COUNTY STD. NO. 93 AO o 20 40 &7 2 D=907J'45" 2500' J9.J7' 75f0' ����������� NEW A.C. PAVEMENT COUNTY STD.GUTTER (11'P.) 6'SIDEWALK PER COUNTY J D-894675" 25.00' J9.Ir Z49o' DETAIL A:PAVEMENT JOINING DETAIL STD. 400 (TYP.) o r"-w• 4 D=9o7J'45' 25.00' J9.3r 15f0' GRIND AND OVERLAY PER DETAIL HEREON NOT To SCALE f1NM'JL 91C11d1 L•rJ1�1D OFL Mtl.P1F TYPICAL SEC110N 1 FROM STATIONS 11+00 TO 11+50#14+50 TO 25+00 NO SCALE TYPICAL SEVION 2 FROM STATIONS: 18+03.21 TO 20+50,23+00 TO 24+00,k 25+50 TO 26+22 T.y .1 ON 0 9'8. CAL-TRANS PERMIT NUMBER:08-05-6-MC-M2 a 'h/�� �V t•p-07 MINIMUM SECTION 0.39'AC/0.5'AB I SEA'-�' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE g �oQgOFA.A/0�! ,AND APPROPRIATE CONDITIONS TOCAN OF EDISSSUUEDPWENT AND/OR CITY AND STATE • . STREET IMPROVEMENT PLANS 2 I D N CAMINO DEL NORTE WIDENING ------ KEN 5EUMALO REF 913 EXP 6 JO W ND.C 61860 a OF_5_SHEETS � EXP.9/30/07 * PREPARED BY: �„e aerNop„enc pe.,.,;,,o s e.,a.,�.:.,o PARCEL MAP N0. 30985 _mla i 4rE0FCA�k" FR r A.ARncA 80� 4343DRW4MPA1KO11N MbfflODACA925911 SEPIEMBER, 2005 BENCH MARK: FILE No. steno Exa.oa/.w/or PH,051)WI475 PAKMI)N&1NA DATE: SEE SHEET NO. 1 I I I I I I I I I � i � CONSTRUCTION NOTES O POWER POLES TO BE RELOCATED � � I 9 PP222512/E - f i _ I --- V 111/11' _ PP417517( -K'%:78MA 6.5i41* -,/ -EXIST. •PP2309042£ / ;' 2, -. - --...- 1309QJ _ - -- oo rn i - - I � 309p,T6£ - PP2309Q35E* 9 9 ti LIA�l1S Of CANSIRUCDQN rwe ww ww Mre r>Ho -o ". MNo ✓as •Oo 4V36:J9'00•W 77.95 xNo twm sum �.m :f7rm ! / ANN / / �C �- EXIST EDGE OF PAY£ T EXIST A�PAYfMENT— , -EDGE / EXIST.R/W 0 m � M CAMINO DEL NORTE a z GRAPHIC SCALE I 50 0 25 50 f00 ry � 1'-50' 01)b T- v• 07 CAL-TRANS PERMIT NUMBER 08-05-6-MC-W2 SEAL-flN�NEFR � THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QUO NKFA.S�A�I LAWS,APPROANID ATE A PERMIT CAN BECDITIONS OF DISSUEDPMENT AND/OR CITY AND STATE STREET IMPROVEMENT PLANS 3 l �a aI4 .9 D N CAMINO DEL NORM POWER POLE LOCATIONS ----- m W A 30roy ND.C 61860 KEN SEUMALO RCE 56915 EKP 6/ 5 PARCEL MAP N0.30985 OF- -SHEETS a EXP.9/30/07 * PREPARED BY: rend de k pm pemo-y&mIgk.-r V I NO. 4rP OF CAI" FR A.AR77GA oA,E 440FJSN FAKKDKnrnmaJ1ACA9 so SEPTEMBER' 2005 BENCH MARK: 0i RCE 1660 EXP.09 JO 7 eKI951) 2S FAKMI)ou X DATE: SEE SHEET NO. I i En -_ ETAff N 4AD7E�EELl4W 3195 3NEET - nA • W� —- _ 3A901/EQ — SOP -" J RLg _MS — _- -- ---- UI�C�ATA -- --- - — -- --- --- -- - ----- -- - - -- --- - --- - -- --- - - 771 -------_ ILICDATA -- __ __ - ---- - - - = - -- ----- - - - - --- - - - - - _ -- --------- - - NE �328 L 'A PRAGRIY iHWRAI4FD--AK BE 0"10 BY PANE 911l -------- PROFILE SCALES -- — -- — .. NOIBZ.: t'.rq' JCS fr QI CONSTRUCT 7'x J'REINFORCED CONCRETE BOX(RCS)PER GLiRANS STD.DWG.N0.DBO i B ❑2 CONSTRUCT 7'x 4'REINFORCED CONCRETE BOX(RCS)PER GTRA LNS STD.DWG.N0.080 JOIN W5 Wo BI ❑4 CONSTRUCT 14 RCP PER R.C.F.0:W.C.D.STANDARDS BEGIN 15 _ — —� PROPOSED 7x4' ❑5 CONSTRUCT TEMPORARY TYPE X'BAET(MODIFIED)PER R.C.F.0 3 W.C.D.STD.DWG.NO.CB-107 (SEE DETAIL ROM L=8;_W=4'12 9) A 1 9 5 MODIFIED-ME 6 OPENINGS, 11•WIDE 8'HIGH I 10+02.75 ❑7 CONSTRUCT GICH BASIN WILD.PER R.C.F.C.STD.N0.CB100 I EXIST.5X6 RCB 10+00.00 LINE A2' -- - -- l / \\ 1285.54-IE �„ 4 LD 201,CASE -LINE -W=21,V=135;LINE A2':W=21,V=3.96' I U l © CONSTRUCT JUNCTION STRUCTURE NO. 1 PER R.6F.C.h W.C.D.STD.DWG.NO.M26 I LINE'Bl:•A=85,8=24,C=4.6,EL R=1286.09,EL S=1286.06 \I W I I 9+97.25 LINE AY:A=90',8=24,C=4.6;EL R=1286.28,EL S=1286.25 / \ I I PROP.JIA OWY 1284.37-E ❑9 CONSTRUCT HEADWALL PER CALTRANS STD.DWG.NO 04,TYPE A'I I 1 L=1, W-14' I / I 10 h PER ST.IMP.PLANS FOR PM J0985 I I I , / \ 2 ""'� I fXISDNC 5'x6' USE 72, T3=1.0',WITH CU10fF-WALL=4.0,H=6;M=11.4;ELEV A'=,ANG.=45 / I I 9CONSTRUCT TRAIISITION STRUCTURE NO.2 PER R.CF.C.h W.C.D.SID.DWG.NO. TSJ02 9 I / 6 7 f g l LINE 'A—3' LINE 'A—4' AAN 1E11'65 11+40 ZS AIQ 4 if REMOVE HEADWALL ' = 5J I BEGIN CONCRETE 8 I LillA-2' 12 CONSTRUCT GROUTED RIP-RAP,48'THICK,W h L AS SHOWN ON PLAN VIEW _ SECDON I 11 , 4 NTS SEE DETAIL THIS SHEET- 20'DRAINAGE / 10+27.09 LINE A'= I UNE A-J'TO BE MAINTAINED BY PRIVATE OWNER UNE A-4'TO BE MAINTAINED BY PRNATE OWNER LINE ANS USE N0.3 84CKING/UNE A-1'USE 1/2-TON ROCK iJ CONSTRUCT HEADWALL PER CALIRANS STD.DWG.N0.OBfA � \ O 1 EASEMENT 1 1 /i 10+00.00 LINE BI' w I 11 1 ai 10+50.26 9 (PRIVATELY MAINTAINED) (PRIVATELY MAINTAINED) USE W=9.8;WITH CUTOFF-WALL=4.0,H=4;L-9.2' R ' Q BEGIN HEADWALL I 2 3 IT NA O I LIE'B-1' I �12 U Pr-10+61.58 / I 4 I IZ89.V 21'CATCH BASIN CU I BC= 0+82.40 I i I 1.21'4' 121'CATCH BASIN 11}I}I11}I�� I I �i LINE A—1 I 7 I I i LINE A-I'TO BE AWNTNNED BY PRNATE OWNER I I FINISHED GROUND 480-C-2000 CONCRETE /f a (PRIVATELY ININTNNED) CURB SECTION at LINE A O ' ' ' ' ' ' STORM DRAIN DATA i; iy•i �� • V LINE A A-2 B-1 5. _ + N0. BEARAVC TA RADIUS LENGTH REMARKS i`'•�� NTS i I 0 1 D=8535Y2' J0.00' 44.81' 7X3'RCB _:; �,•;'s'�-'- r' N LINE A: A-2'&'B-1'To BE AWNTNNED BY CITY T N5679'1J� --- 11.46' MIDIH 6' J N577727E --- 20.08' EXIST. VARIES (PUBLICLY MAINTAINED) T7R0 „• GROUND RIPRAP4 N5536'02'E --- 20.07' 24'MIN.t �'•: 0 5 N5644:T7'E --- 17.J4' J/4'CRUSHED ROCK/ �� FILTER FABRIC 'i 6 D=JJTX100' 6200' J571' 7X4'RCB �UMIT TVA THICK I � N5371'00� --- 16.69' • 6'MIN.BENEAiH BOX CLASS 2 BASE B N3675'15'W --- 32.00' 7XJ'RCB 9 NJJ5703'E --- IJ60' 24-RCP CL-IV Y r'yiN 1 N367045'W --- 65.53' NTS °i GRAPHIC SCALE 1 N3670'45W --- 82.40' 'FOR UNES A-2/B-1, USE CONCRETE k BASE SPECS PER DETAIL ABOVE, RIP-RAP DETAIL 40 0 20 40 80 APPLIES IN CASES WHERE COVER IS LESS THAN 2' I c 1 D-4039'40' J0.00' 21.29' Nis - 40' 1 N765025'W --- 7.18' 4100 Y•Y o7 CAL-TRANS PERMIT NUMBER 08-05-6-MC-1102 75 "`- THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CITY OF LAKE ELSINORE \1 Underground Service Alert REVISIONS APPROVED BY DATE OFESS/0 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE I / LAWS, AND A PERMIT CAN BE ISSUED. 4 STORM DRAIN PLANS 4 Call: TOLL FREE y Ci�s_..1� oe/r/.� N_ ,. PARCEL MAP 30985 7 W n KEN SEUMALO R CE'Jb3,TJ EXP 6 /� -$�� � N0.C BI%0 s OF 5 r 227-2600 EXP.9/30/07 * PREPARED BY: red o vekp,+xx pe,,,,;,o s e o;,,�,Q LINE'A','A-1','A-2','A-3',and'A-4' _SHEETS 11 u �T 8A� FILE N0. I J?4r CNIL CF"_ i anguswFSS pout puv�7amtm,�uvzsw BENCH MARK: TWO WORKING DAYS BEFORE YOU DIG OF CA FR A.AR °"� -PSU ws,m Fox N505osum DATE: SEPTEMBER, 2005 SEE SHEET NO. 1 RCE lEBO Exp.os/J°°7 . . . - - - - - - - — ur— - - - - - - - - - - - - - - - - - - - L"_ �� � — -:�� na' uao'•=.Ixm' - -- I 04 T* T _ T -.9+� -tea �}� T _ �/� ./� T ;^ -- TAB �.� Cl a� �Q ia4.it�''tl.� 37 Q�Q f 18/ � � ==*+& O ZT �� --�Q�"al�.W Z - - -- - _ - let am DO zOWAi. 48313C� -- -- ---- --- --- -- -- e N 0 ry m s f 0 w voo OV Y-t-0 7 CAL-TRANS PERMIT NUMBER 08-05-6-MC-W2 '-� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE I I dKFA SSq'w! LAWS,ANATE CONDITIONS OF D A PERMIT CAN BE ISSUED.DEVELOPMENT AND/OR CITY AND STATE . STREET IMPROVEMENT PLANS 5 f, l ollsZ-7 D N CAMWO DEL NORTE SECTIONS ------ Nm N0.C 61860 A KEN SEUMALO ROE 50915 EXP 6/,w/07 OF—5—SHEETS EXP.9/30/07 * PREPARED BY: w,e eeHebprne.x p w—v a erar�*Ig PARCEL MAP NO. 30985 - I CNA. T' l 81`lamMARK' FILE NO. T— aneusu'+vss ewcUxrvElaea'nnAuvmo BENCH i OF CAIk FRAIN A.ARIIGA VA rE m,psywblo eAX05I) IQ DATE SEPTEMBER, 2005 SEE SHEET NO. 1 y, RCE i58O EXP.09/JO/07 � _ern