Loading...
HomeMy WebLinkAboutPM 37534 Honda SIP_AS-BUILT MY OF LAKE ELSINORE GENERAL NOTES STREET IMPROVEMENT PLANS " 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON cy�°eq THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE e �e ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE37534 (7 P� EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. FOR P M V I �/A�T 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 UTIUTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. COLLIER AVENUE 5s 2. ALL WORK SHALL CONFORM TO GIN CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND a. STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIEMS. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, III PROJECT q MONDAY THROUGH THURSDAY. 4s,�D 9 S1 TE s �' 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO -- r SHALL REQUIRE IMMEDIATE WORK STOPPAGE 5. IT HALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. _ 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. — --�'- �----) `m. • 1----- ......... - CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING _- WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. ' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST '-II' 1Y ' I I j I VICINITY MAP OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO � �, •_C W I NOT TO SCALE BEGINNING CONSTRUCTION. J 1 cn cn CITY OF LAKE ELMOM 00NMUCTION NOITM AND OUANMM 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS _ -� - :-�•2" AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 4 . d' ITEM DESCRIPTION QUANTITY 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE a 4 j EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 1 CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.DWG.N0.201 305 LF ---- 2 SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C. 25 LF 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO Q I .C.PAVEMENT AS NECESSARY. CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. ET �+ i ' O3 CONSTRUCT 4"PCC SIDEWALK PER GIN OF LAKE ELSINORE STD.DWG.N0.210 1,935 SF 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. --�- _ �"''- ...,..� ®.n� ,s. 1 I.r�- I ® CONSTRUCT 6"PCC COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF LAKE ELSINORE STD.DWG.N0.1188 2 EA 11. ALL EXISTING MONUMENTA11ON DISTURBED OR DESTROYED DURING CONSTRUCTION HALL BE REPLACED TO CITY STANDARDS, —�- ■ _ _ \ 'L QS CONSTRUCT CURB RAMP PER CITY OF LAKE ELSINORE STD.DWG.N0.214C 4 EA AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION COLLIER AVENUE J^ CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.DWG.NO.203 OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. O 694 LF 12. AN ENCROACHMENT PERMIT SHALL BE REWIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. -' 1 II ' O7 INSTALL STREET LIGHT.SEE STREET LIGHTING PLANS. 4 EA BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE 'I ———————————T_ ' © CONSTRUCT 5.5`AC OVER 6'A8 PER CITY OF LAKE ELSINORE STD.DWG.NO.100A AND DETAIL ON SHEET 2 35,615 SF JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. I g PROTECT EXISTING POWER POLE 1 EA O REMOVE EXISTING AC PAVEMENT 24,184 SF ENGINEER'S NOTICE TO CONTRACTOR CRANE STREET 11 ADJUST EXISTING TELEPHONE MANHOLE RIM TO NEW GRADE 1 EA 12 REMOVE INTERFERING PORTIONS OF EXISTING 18'RCP AND CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.STD.DWG 1 EA 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING ® O CB100. JOIN EXISTING 18°RCP TO BOTH FRONT AND BACK OF NEW CATCH BASIN. MATCH INVERTS. THE COURSE OF THE CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY 13 CONSTRUCT LOCAL DEPRESSION,CASE C PER R.GF.C.STD.DWG LD201 AND DETAIL ON SHEET 2 1 EA CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER SCALE: 1'=100' 14 PROVIDE CATCH BASIN MARKER PER DETAIL ON SHEET 2 1 EA OR ENGINEER. 15 REMOVE EXISTING 8"BERM 184 EA 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS 16 ADJUST EXISTING SD MANHOLE RIM TO NEW GRADE 1 EA HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE 17 REMOVE EXISTING RIBBON GUTTER 25 LF EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE.IT 18 MINIMUM 0.1'GRIND AND OVERLAY 2,723 EA SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED 19 PROVIDE 2'CURB OPENING PER DETAIL 19 ON SHEET 2 1 1 EA BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE RESPONSIBLE FOR CITY OF LAIC ELB140M STOMA E*M CON MIC M NOTES ANC OUAN MS VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. ITEM DESCRIPTION QUANTITY NM OF MAWWM 31 CONNECT INTO EXISTING SO MANHOLE STRUCTURE 1 EA INDEX DESCRIPTION © INSTALL BID CLEAN KRAKEN MEDIA FILTER FOR CURB INLET PER DETAIL ON SHEET 2 1 EA OWNER/DEVELOPER ENGINEER WATER/SEWER No. SRZ YUMA,LLC E.V.M.W.D 1 OF 7 TITLE SHEET ©3 INSTALL 24'RCP STORM DRAIN 19 LF DAMD REMIN AND ASSOCIATES 34 INSTALL48'SO MH NO.1 PER R.C.F.C.DWG H251 1 EA ' 3158 AUTO CENTER CIRCLE,SUITE E P.O.BOX 3000 2 OF 7 DETAIL SHEET Q � 41951 REMINGTOJ AVE.SUITE 220 STOCKTON,CA 95212 LAKE ELSINORE,CA 92531 Q PROTECT/N PLACE IEMECULA,CA 92590 951-674-3146 3 OF 7 STREET IMPROVEMENT PLANS FOR COINER AVENUE y ROBERT ZAMORA AM PE 4 OF 7 COWER AVENUE CROSS SECTIONS 99o-912-7312-73 209-481-5191 S ,7 37 ELECTRICITY 5 OF 7 COWER AVENUE CROSS SECTIONS 6 OF 7 STORM DRAIN IMPROVEMENT PLANS ARCHITECT SOUTHERN CALIFORNIA EDITION 7 OF 7 STREET LIGHT IMPROVEMENT PLAINS SOILS ENGINEER (800)655-4555 LEGEND OF ABBREVIATIONS AND SYMBOLS JOHN W. EWOTROAD 3108 Y ARCHITECT W. SALEM ENGINEERING GROUP,INC. JOH HONE BC BEGIN CURVE PCC POINT of COMPOUND CURVE TEMPE,AZ 85284 11650 MISSION PARK DRIVE,SUITE 108 GAS BCR BEGIN CURVE RADIUS R OR PA OR PL PROPERTY LINE N RANCHO CUCAMONGA,CALIFORNIA BNDY BOUNDARY PRC POINT OF REVERSE CURVE CENTERLINE MIKE GILL SOUTHERN CALIFORNIA CB CATCH BASIN RCFC RIVERSIDE COUNTY FLOOD CONTROL FIRE HYDRANT E 480-345-8457 CLARENCE RANG,GE GAS COMPANY CENTERLINE RT RIGHT o 909-98G-6455 (800)427-2200 EC ENO CURVE RW RECLAIMED WATER �- STOP SIGN ECR END CURVE RADIUS R/W RIGHT OF WAY E EP EDGE OF PAVEMENT SL STREET LIGHT —0 STREET LIGHT EX,EXIST. EXISTING STA STATION FH FIRE HYDRANT TC TOP OF CURB ---- BOUNDARY LINE FLOW LINE TYP TYP BENCHMARK FOR©� T°�Y S FINISHED SURFACE SO STORE CAL M DRAIN LINE GRIND AND OVERLAY QRpFEssip DAVIDEUANS&ASSOCIATES,INC. GB GRADE BREAK SPPWC STANDARD PLANS FOR PUBLIC CITY OF LAKE ELSINORE BM B-95-55: CHISLED SUARE ON TOP OF HEADWALL APPROXIMATELY o y. Hq 17782 E.17m STREET,SUITE 200 IMP IMPROVEMENTS WORKS CONSTRUCTION CONSTRUCT AC PAVEMENT .� 45'SWLY ALONG THE CENTERLINE OF COWER AVENUE AND 45'SWLY TO THE SOUTHERLY END ,��aY S p �4'GFc TlSTIN,C'A92780 JS JUNCTION STRUCTURE SS SANITARY SEWER LINE U m OF HEADWALL ELEV.: 1270.68(NAVD 29) �-`, z (714)665450o LG LIP OF GUTTER SWALR SIDEWALK c No.C-62159 A REMOVE EXISTING PAVEMENT BASIS OF BEARING *f It !!ta LP LOW POINT W LT LEFT IN TRANSITION STRUCTURE a WATER LINE o q, CIVIL pFy��Q' NIARKS.OSKORUS,P.E. RCE 62159 MH MANHOLE C f a KnawwhaPs below. THE BEARINGS SHOWN HEREON ARE BASED A LF D ON THE CENTERLINE OF CENTRAL AVENUE AS .I' t"J' DATE: 7/09/2020 �S196eforeyoudig SHOWN ON RECORD OF SURVEY RSB.116/85,BEING NORTH 43'42'50-EAST. 'N3 b V 1/23/17 >� MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS LAKE ELSINORE HONDA CITY OF LAKE ELSINORE SHEET um APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ASSOCI ATE S INC. QgpFESs/pT,, �o STATE LAWS, AND A PERMIT MAY BE ISSUED. 41957 Remin ton Avenue,suite z20 yS05 a s�,y"l BENCH MARK:B 95-55 TPM 37534 �N Al ADDED R.C.F.C.0.R/U'NT•Of•WAY LA6E4 TO�iNEET'Co JA9 4/23/79 RH 8-03-2020V- oPho—ne951294.9300 Temecula,Calitornia92590 y r`" �F; SCALE: EL:127 .68 7 5. AS-BUILT-NO REVISIONS � Fax:951.2949301 AAS SHOWN ON PLANS TPM 37534 OF MSO 7�9�2� RH -03-2020 n / r m DESCRIPTION: FROM THE AVENUE 11311 J �11 No.55237 INTERSECTION OF COWER AVENUE SHEETS c PREPAREQ UNDER THE SUPERVISION OF: * * AND THIRD STREET 45 STREET IMPROVEMENT PLANS a REMVN HABIB RCE 83156 DATE !f I q Clvll �p DATE: NORTHWESTERLY ALONG COWER AN FILE No. _ �OF CALF 45 FEET SOUTHWESTERLY TO THE @TUG Zol$-uo3R,I E ACTING CITY ENGINEER --.- 17 I SOUTHERLY END OF HEAD WALL AT TITLE.SHEET _ JA S A. NNEMA RCE 55237 DOE: CHANNEL 19-OZZ PROPOSED rL Ex ��g 8/0 CLEAN KRAKEN MEDIA FILTER WITH TROUGH SYSTEM MODEL #B10-CURB KMF FILTER R/W R/W L�a�L _L�l 1.' 10�.5' - - - FOF7 U3E IN CURB INLETS rr r%smays serzx essrrer DIREcrzr UNDER MANraLt artratc MANHOLE OPENING Ill m mR Fur Acc•Lss 24"FRAME ANO COVER 56.5' 50' SlALMESM srt¢ z zD'Du rnrzR ruNcr The City requires that catch basins be marked "No Dumping, Drains to Lake" using the das OPhg PW fi a`Da It"AVSING 6.5' S0' 36' 14' Manufacturing Incorporated,3"x 5 1/4"Duracast style storm drain marker. Storm drain markers are ' " - VAR required at all storm drain inlets/catch basins within the boundary of a development project. 3 EXISTING Item No. Description r>xu 2% g (FROM 1.2$ P�tion . g " ) JSIDEWALK NDL 3"x 5 1/4"Rectangle Blue/White/Green,"No Dumping.Drains to Lake"Duracast Sys ,, ;,,.;°'° ,• 1 / 3.4% g s 9 P 0, ty Storm Drain Marker mrzR umr rvscRrm AND i AG _Adhesive Guide Imprinted on back of marker =i RaaltD FAwr"µNNO� wwOLE FOR-r j RS-222-5 5 oz.Adhesive Squeeze Tube ��`' 0,0019 "�or RrMouu 1 EXISTING CURB RS-222-i i :1,oz.Adhesive Cartrid e for sid.caulk gun MAJOR ARTERIAL ` TYPICAL SECTION &GUTTEROrdering information:das Manufacturing Incorporated,3610 Cinnamon Trace Dr.,Valrico,FL 33596/ COLLIER STREET Ph 800-549-6024/a^,,w.nSmanLlfactunno.com. OANOLF AroMrF FIGURE 2: TI-8.5 DESIGN SPEED=60 NDL 3D•rN U mrR DETAIL of DIAMETERS aU4T STA. 108+35.76 TO STA. 109+16.06 "Duracast"Style Example STA. 109+64.07 TO STA 111+00.77 8 0 - FIGURE 1: Ail OF AWET WAL WRY NOT TO SCALE IN0 CONTAMINIF-1 _ , , DETAIL OF PARI5 ` 4ft PROPOSED EX •`1 FIGURE is , 1 8 DETAIL OF/NSTALLAT/DN /W IW e MMfClE 20 AR E 1/Mrltf '• R R _.. • J f t ..; 106.5' I 3"X 5 1/4 `Rectangle - /- >'r:" , r' S6.5' DRUM I 50' `:,`' "t:: FIGURE Z' IETAIL OF CONFIGURATION 6.6 50' 1 36' 14' B:butuast"Style hiJstW5 ilg5WthMiller Adhesive AS22Ntr4022 11 Tr s rTO ! a r has polyurethane"dome"applied It is a single part aahasire Whirl,renrijrn,no miu.a Ill cr >'= I .up Rae 6- t ..e f of the marker. It is optically clear, special surface pre a ar'-.. r p J s n r rmaneW F:n I ACCEMS Wro rercw W. E to concrete,asphalt m tar or j..i aYo,t,any flat vertical or f4Mn atsvr (((• g F EXISTING s -as 1.t. Tn yellowing,and LI V.resistant. horizontal non-loll surface.. I '•'•` 2% 8 I (ROM 1.5% SIDEWALK P Oahe p ote ton against mechanical and wr�r PWE TO 3.5%) �' „nemlc,a,ao.asiun. Recommended application terro e range is 40-DO F. It hi skin over in it hour,be err within two(2)hrs and Mms _ II KAMeF MENI VE FIGURE 4: achrere f -ure within 18 hours. - r.rRVR.rr srMW Ps iD a er ENRRE c FO RLE ,Tp fiUEA CARlaT10E DETAIL Of WEIR rRDUcrr oR WtEI sD m DNERr Au now rD RnrER. 2.TROUGH S1MIEM WWRACI%RED fROlr Mil Ge1DE A9:iT S,N ixYElFttntl Available ither a 5 oz.re-sealable squeeze tube or an SIAMM s/Ea `„wr x ,GO suln Rae W PRnlrcrron,. ;III 11 1 EXISTING CURB f' 11 oz cartridge for usa with any caulk gun. -` S ^" a SIS�EM Arrncrlm TO ME arc0"wrrx i 1 _ (� i FLOW RATES-INLET KRAKEN MEDIA MAJOR ARTERIAL &GUTTER Treac,hesivaguide nsures �E E. TYPICAL SECTION proper adhesive appLeahon / \4%\' ? RU MOUTACO-9 OR rmx s M Ess s E x cR FA ueN now w c am cPs sMtr FAe ae°r 2x on the marker FIGURE 3 `s;i'r a UrWzes RLUSAM.E MEMaawE ruIER CARMI�Es t ..•. COLLIER STREET DErac OF PJ.- G NLU b LIXARO DWLcrzr iE MWHOE r 2"STAND PPE �A S< ,�=170 SO IT Ii JO•TALL CMW TtcuRE 4. ROM Ara MawMNav E aru amaR a aRmaxM-a z L6i ar rRmrrr M v4rr�f 2'..ra' I:, 1. Laano W a'CA=am cPM/sD n T1=8.5, DESIGN SPEED=60 DETAIL OF MOUNnNc a OWE?STANDARD Ara CisrOM Mi WEM Aea S40Y MOW APPULD=2 I¢IeCeltt�It'� coill Da CLEW FOR MILE AFOid(ARON rrzrm WAIMW ROW shE-IM.a.0,22112 STA 109+16.06 TO STA. 109+64.07 r sE ... 2.a�PASM is FAU/75A ED IM OAWROW OF ME rROVes ���^"�-UNDERDRAIN MANIFOLD _ssas cPM=1125 crs STA 111+00.77 TO STA. 112+98.51 The marker should be placed in clear sight on the to � � OaOWNG ffr2 L r WX SMai PE Onu FIGURE 3.• •FILTER now RAZE ceLcuurzD alluPaN"AID-gDEN7 NOT TO SCALE of the inlet facing toward anyone approaching the - FLOW M M Jr.ADoRpNN.DIDIAFiIr AND SR'&W CA Apn cw eE PERFDRMIMT TSUNG Usws A 01MMU WE a'a221 GRM/5o nDWEED er URU2WG MULORE WER awrErs DETAIL OF PARTS FT a MEVA SURFACE AWA,AND OOZING A SMErr all DF a inlet from either side. All storm drain inlet locations 4 tr DRAwtttcr aD CLEAN CUR8 WI FILTER DEJAI s _ SZ PACE I Far NOTES should be SQA Identified on the development site map. F 1.� SCREEN MuaMNT FLOW Rme 0..5 CIS Note W-Caw-W R ®��+y `; f BI® Clea1 1 DRAxgG':sn-nRm-ralF rams Motetker�cura-xea'Refer to CASOA BMP SD-18 at wrxsAN+r s rcw MwuFACMRERM PRaxa BI® C��dPI w � rphandbooks.comfEentalDevelo � � v wArRANre D TEAR MaarecrtaFRM PROPOSED EX - r ep( . I� an; ao CLAN E MEroAc 5..ysa rra are R/W R/W PIroN.760-, -2sa WAsa-m-sns °1 A FOrterra Company T eu 0-esr0octlraaE are a e e sa,3 r a"".Two a�E s/s/ra rA�Nrs al A Forterra Company arL 5/2/18 SafL•NIS 106.5' ><"m .. . ... Al raP W Sri aWrs.WC1MS RE1+aaNa a]e PAGE r ae4'aRfi Mrs s srs LarrS'-eves are AW 2 56 5' 1 50' C:IDOCUME-I\bibixbyV OCALS-I\Te W),i esEA312D\CazcbBminMarkaD ISh t.dm 16.5' 50' 36' 14' i4' 32 BIO CLEAN MEDIA FILTER DETAIL 2' 4'-5' 2' s CATCH BASIN NOTE: ... EXISTING g EXISTING PROVIDE DURACAST DAS STORM DRAIN 14 CATCH BASIN MARKER DETAIL SIDEWALK - 2 I 2 (FROM 2.0% I .6%) SIDEWALK MARKER ON ALL CATCH BASINS.SEE TO 3_ CATCH BASIN MARKER DETAIL HEREON. 8 i EXISTING CURE e EXISnNG CURB 5.5"AC PG 6A-W(cRETSAeDOX STRUCTURAL 1269.32 TC 1269.03 TC PROPOSED 2'MIN &GUTTER sPEc zo3-6) 1269.55 1268.82 FL L1268.67 1269.04 &GUTTER SECTION GRIND a Ac PG 64-10126853 FLMAJOR ARTERIAL 60'CRUSHED AGGREGATE BASE = OVERLAY(.1'MIN) °"°F 14.a' ,a.a o"C.F. TYPICAL SECTION GREENB00K SPEC 200-22) �J EXISTING AC �� COLLIER STREET - - o: OI 4ss 1 ss D a D 1 I l` °° 50% TI=8.5, DESIGN SPEED=60 �{ o 0 1268.54 A ° STA. 107+15.86 TO STA. 108+35.76 e, `o�U a R. NOT TO SCALE 1268.56 9 T NOTE: SUBGRADE(95%MIN RELATIVE 1269.43 TC 1268.85 ,268FS FS 1 4 BASE g SUBGRADE TO COMPACTION TO 1-FT MN DEPTH) SUBGRADE EXISTING 1268.76 FL FS FS BE COMPACTEDTO AGGREGATE BASE SOILS ENGINEWS JOINT DETAIL COLLIER-AVENUE RECOMMENDATIONS. OPAVEMENTSECTION #3 TIE BAR o 12"O.C. STA 111+92.37 0M0 6" 2 MEDIAN VARIES 4" 6" )-- DRIVEWAY DETAIL o MEDIAN FINISH OPTIONAL KEY CONSTRUCTION 3" GUTTER JOINTS .L. 9 II FLOW FLOW• 4" �e mm - a p •9 ao� a6� F m� cow > 3"J"BARS®6"O.C. GUTTER FL I W SECTION A-A SECTION B-B ^^ ^^ (1269.39) 1269.29 TIC 0" . 0"C.F. 1268.79 FL 1266.86 NOTES: 14.7 FS 12 97 21.9' � 1. CONCRETE SHALL BE CLASS 560-C-3250 5FgTI0N qS PROPOSED CURB CONSTRUCTION NOTES - 2. 1 INCH STEEL CLEARANCE MINIMUM FROM SHOWN ON PLANS B AND GUTTER ( -CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.DWG.NO.201 N + (0.057E) o��I� 400 4X- FACE OF CONCRETE FLOW FLOW o- 1267.97 167.80 Ir- a `"i ° D .- 12611 .. I 126873° _b 126884 <o 3. FLOOR OF CULVERT SHALL HAVE A 2 SAWCUT TO A CLEAN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C. FS FS�,�' t """"'iii FS ° •a �`i SMOOTH FINISH PAVEMENT AS NECESSARY. 1268.99 7.84 24" 3I>-CONSTRUCT 4"PCC SIDEWALK PER CITY OF LAKE ELSINORE STD.DWG.NO.210 FS 6' S' 6' / F 1268.83 126 i 69 1269.57 TC N MEDIAN ©-CONSTRUCT TYPE 8A CURB PER CITY OF LAKE ELSINORE STD.DWG.NO.203 (1269.27)TC FS FS 1268.90 R. " CA I 1A (-CONSTRUCT 5.5"AC OVER 6"AB PER CITY OF LAKE ELSINORE STD.DWG.NO.IODA AND (1268.60)FL w DETAIL ON SHEET 2 ® i4 PROVIDE CATCH BASIN MARKER PER DETAIL ON SHEET 2 COLLIER AVENUE COLLIER AV E N U E B PLAN 19 PROVIDE 2'CURB OPENING PER DETAIL 19 ON SHEET 2 STA 112+85.60 STA 108+79.41 a " CATCH BASIN DETAIL DRIVEWAY DETAIL a Know what's below. t9 CURB OPENING DETAIL 1"=5' IS Call 811t1etoreyouaig N.T.S. 4ili bV t/23/fl ,-,o o c MARK REVISIONS EOIN DATE Al DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAKE ELSINORE NONDA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DAVID IATES FESS/ SHEET 2 wNo ASSOC 1 ATEB INo. STATE LAWS, AND A PERMIT MAY BE ISSUED. ® 41951 Remington Avenue,Suite 220 N• srNh BENCH MARK:B 9_-_ TPM 37534 ti c^ SCALE: EL:1270.68 `AS-BUILT-NO REVISIONS MSO 7/9/20 RH 8-03-202 n "as " TPM 37534 7 Temecula,CalNomia 92590 j c ,{ Phorie 951.294.9300 Fax:951.294.9301 AS SHOWN ON PLANS DESCRIPTION: FROM THE APPROx. OF _ Pp 4/y/���` -3� ?0)1 Na 55237 INTERSECTION OF COWER AVENUE SHEETS PREPARED UNDER THE SUPERVISION OF: # * STREET IMPROVEMENT PLANS AND THIRD STREET 45 0 REMON HABIB RCE 83156 DATE I j _ �9TFor \f `p DATE: 45 FEET TERLY ALONG COLLIER AN DETAIL SHEET FILE No. �9 ACTING CITY ENGINEER _-(j L_7 LTE ct 45 FEET SOUTHWESTERLY TO THE l / SOUTHERLY END OF HEAD WALL AT -7 JAMES A. SIN EMA RN 55237 DA CHANNEL. 'O L3 an __T _T I ,�z,-­ T _3 -4 6 4__ ------- j -1 r +; j -T 2�14 -8 F-4 �-Z fl 4,j5 T- _4 IF- k _0�70% .6 -4- (-0.147 -100% 4— LT T P_:j __ 7 F 4 0 50'LT EXISTING TOP- too'VC OPOSED TC --41- 4- 4 GROUND —A F OF URP v 50'LT -T- -A r;-� L EXISTING GROUND 4 1 Tc 5 L,I MEDIAN TIC -- _­ — , - ­­__ 1, -- - , ___- "i. - - -N -� -1 4 M T,- 4 3__ j + + f P-0 Tom%k_O.�! 4 t _44 q_ I i :,q --i _V_ 4- -7- q-t-_-t=4 T�i 4 EXISTING GROUND PROPOSED TC --------pl��J A- -_L_1 EXISTING GROUND 'j:: _j MEDIAN LT ­1_:� PROPOSED TC MEDIAN Zz .6 H T _T_-� !-- — �i � , �_I - ­ _. -_- � ", , L23% 4 t7- - - - T __4 W VC FT-7i, PROP 47 0 ........I. L,EH _4 T-f— ca tl _71 i"'t t V - - - - 4- 4- 4� gq + + �_A g� + R b3 94 E ­c� T K F + 4 t T- I �--1- - ---t 4 4 f 1270 - -0.64% 10.04% DIAN -T --�7.... .. -DIAN PROP al EYISTING GROUND PROPOSED TG ME j OSED TC STING GROUND ca 4 25 FIT KI ME T 3 4- 4 J. MEDIAN RT 9 8, as 4 o5 �d ci I I D_ t6 g, ,ftj = 2! __T c:I"3!"1, 1-1 g M� -T c� A.25 q _4 10.47%) ------- __J ------- -4 _4 -4, -ran EX RT TIC t PROFILE SCAL if 47, ES T HORIZ. 1" VERT. 1"=4' =40 Z I 2aL 3+00 109+00 110+00 111+00 112+00 13+00 CONSTRUCTION NOTES CONVEYED TO RCFC&WCD BY DEED RECORDED JANUARY 26,1994, (D-CONSTRUCT TYPE 8 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.DING.NO.201 All INSTRUMENT NO.034739 PARCEL @-SAWCUT TO A C11AN STRAIGHT LINE AND REMOVE 2'WIDE MINIMUM EXISTING A.C. &j 3175-5,R.S.B.91/29-36 7 W PAVEMENT AS NECESSARY.PER DETAIL ON THIS SHEET 2. 4 PROP 24"SD &CONSTRUCT 4!FCC SIDEWALK PER CITY OF LAKE ELSINORE STD.DWG.NO.210 9 —9:V;+ lj =3 + + PER THESE PLANS a; +:3 __�+�+l I I (D-CONSTRUCT 6'PCC COMMERCIAL DRIVEWAY APPROACH TYPE 11 PER CITY OF LAKE ELSINORE f_f7'al, IL-I z-3 4�_I-- _�' -1 R ;� =� o� , STD.DWG.NO.118B PROP 6"S YR R/W (�)-OONSIRUCT CIO RAMP PER CITY OF LAKE ELSINORE STD.DWI NO.214C F W PER SEPARATE PLANSA: ___- __-, ___ (:� (D-coNsTRucT TYPE eA CURB PER CITY OF LAKE ELSINORE STD.DWG.NO.203 16 4k_1 % _�g 6 �'-:(48-RCPy__ ISTING GUTTER :(48*RCP) AB PER CITY OF LAKE ELSINORE STD.DWG.NO.1GOA AND CROWN (j>-CO14STRUCT 5S AC OVER 6 DETAIL ON SHEET 2 —(12—'WA) + �/12 d 77-�T &-PROTECT EXISTING POWER POLE 0+00 /�� L3 ug 114+00 -108tDO_ L I (@I-REMOVE EXISPING AC PAVEMENT 4 9 '0'+00 &-ADJUST EXISTING TELEPHONE MANHOLE 10 TO NEW GRADE 8 @-REMOVE INTERFERING PORTIONS OF EAST=18-RCP AND CONSTRUCT CATCH BASIN NO.I PER R.C.F.0 STD.OWG 8 -(GAS) CATCH BASIN. MATCH INVERTS. CBIOO. JOIN EXISTING 18'RCP TO BOTH FRONT AND BACK OF NEW @-CONSTRUCT LOCAL DEPRESSION,CASE C PER R.C.F.C.STD.DING LD201 AND DETAIL ON SHEET 2 + —A, &-PROVIDE CATCH BASIN MARKER PER DETAIL ON SHEET 2 k EX STING CU&G -REMOVE EXISTING r BERM oo IS PROTECT IN PLACE Existing headwall to be removed. &-ADJUST EXISTING SD MANHOLE RIM TO NEW GRADE o� -REMOVE EXISTING RIBBON GUTTER rA MATCH EXIST.LIP -MINIMUM OX GRIND AND OVERLAY COLLIER AVENUE LEGEND: @-PROVIDE Z CURB OPENING PER DETAIL 19 ON SHEET 2 ? CURVE TABLE CURVE TABLE LINE TABLE CURVE # DELTA LENGTH RADIUS TA CURVE # DELTA LENGTH RADIUS TANGENT LINE # BEARING LENGTH E" -CONSTRUCT NEW A.C.PAVEMENT NGENT C1 047*23'03" 16Se 2D.00` 8.7V Cill 09OWOO* 114! 2.00' 2.00' Li N4617'01.83*W 233-72 E 2 -PAVEMENT GRIND AND OVERLAY C2 OM-f2Y 23.12� 40.00' 11.W C12 090WOO' 3.14! zw 2.GO' L2 N461rOI.B3*W 70-54 CS D48W4Ir 16.6f 19.6Y &8,r C13 090*00'00* 3.14! ZoT 2.00' L3 N47*00'12.57W 104.50 -REMOVE EXISTING PAVEMENT C4 047*3245" 16.W 20LOO' &81' C14 090'WOO" &14! 2.00' 2.00` L4 N6717'01.83W 8.84 C5 090*00'00" 3.14' 2.w zw US N46*59'21.42-W_ 195.08 C6 090*00'00" 3.14' 2.00' 2.00' L6 N43*46'20.98*E 1.34 C7 020'16*48' 35.40' 1100.00' 17.W L7 N4617'01.83-W 132.75 40 L8 N4617'01.83*W 132.75 C8 021*WOO* 36.66 10O.W I&5Y foot scale 1 40' C9 090'03'23" 21M 15.00' 15.01' Know what's below. CIO 090WW 4.71' 3.00' Call 8fl before you dig IIA6 -6V 1/23 /17 —_120Lj oo P o MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE DAVID EVANS LAKE ELSINORE HONDA CITY OF LAKE ELSINORE SHEET 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND AWASSOCIATES ima. ESS/ STATE LAWS, AND A PERMIT MAY BE ISSUED. 41951 Remington AvenueT Suite 220 S, BENCH MARK:B 95-55 TPM 37534 AS-BUILT MSO 7/9/20 RH 8-03-202C Temecula,California 92690 SCALE: EL:1270.68 TPM 37534 7 9� Wr Ph ne:9 1.294.9300 F.:951.294.9301 6: S o.55237 AS SHOWN ON PLANS DESCRIPTION: FROM THE APPROX. OF INTERSECTION OF COLLIER AVENUE PREPARED UNDER oTHE5SUPERVI ,xN OF: A D 71-11RD STREET 45 STREET IMPROVEMENT PLANS E i N C VI\1 DATE: NORTHWESTERLY ALONG COWER AN' FILE No. c R MON HABIB RCE 83156 DATE 45 FEET SOUTHWES COLLIER AVENUE C OF C 0 TERLY TO THE TING CITY ENGINEER I t7/19 SOUTHERLY END F HEAD WALL AT STA 108+35.77 TO 113+00.34 -(02 JAMES X,��MA RCE 55T3T WATE: CHANNEL 12 290 Im '290 im '290 7 + -T I .T 1-4 t -t t -4-t A- 1285 1285 1285 1285 1285 1 285 4-- --_7-t IFiL:'I:� I - - -_ EAPt- - - I-----t 1 � T. a ST.T PROP. i T__ VE 4UL -�A 4UE------ AW T-I J ; + T .280 12BG 1280— 1280 -1280 5f 5' 47 ---------- T _T --4i L- 4 --F 1275 36.17 j 7W xv- 1 1 , 1 1 4 ------- --1 -4 t --A 1275 1275 1275 t i It 1275 1275­1 + 4- Iz 127 270 1270 1270 1270- OF OSJD SID EX iPROPOSED PRO UCTi IN PLA L, OSED C 1 PROPOSE)DRIVEWAY _77 PRO* _7 0 C& 7-�--- -4-+­�F"­1 ME-1, PROPOSED I I F 4- ECt-114-PL6 T IN PLACE 1 P ti OF NO T MEDIAN i 1 -4 f-I I : _ T t 1265 265 1265 1265 265 1265 4- - ------ -4-AL-L r- + A_ 126 1260 126G— 260 t260. 1260 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 V8+35.76 08+50 10 +00 1290 1290 290 129D 290 T-- T t- + 4- LL I L L -4 4- 1285 285 1285- 4285 1285 1285 L A_ -00 IER EX ST.PROP. -4 ----AVENU(---- -F-­R7*-- —F T -1 7 4 4 4 -4- 1280, 11280 12W .280 1280 i 128D 51 SH2 -4- -------- -4 t - -t-71-1- T JF 4 J ------- 'as T_ 4 A _T 1275 275 1275 1275 4 ------ 4__ ej W A _A_ to a, I : i T1___ t i �2 �s zoz zox 1.4% 1,270 1270 lzoz '270 1270 1270 1270 PROPOSO SIDEWALK SED C kG PROPOSED C&Gr' 4-VOIAN PROT AU--,--- M IAN T'IN ------- T_ttt -4- 4 -7 J_J _J_ 1265 '265 1265 .265 1M 1 L ---------11 t 50 TS J T +T ------ 4_ 1­__. --------- 4- ---41 1260. — 260 126 260 126D -100 -75 -50 -25 0 25 50 75 100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 2 109+50 110+00 110+50 COLLIER AVENUE HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=4! Know what's below. Callilt!before you dig V30 V I/23 E; MARK REVISIONS EOW DATE APPIR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS LAKE ELSINORE HONDA CITY OF LAKE ELSINORE SHEET 4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND AMDASSOCIATESime. 9 ESsi STATE LAWS, AND A PERMIT MAY BE ISSUED. 41951 Remington Avenue,Suite 220 BENCH MARK:8 95-55 TPM 37534 PRO T T 7- !REYAW SED T t T "-j SIDEWALK AS-BUILT-NO REVISIONS MSO 7/9/20 RH 8-03-2020 Temecula,Caffmia 9269G SCALE: EL:1270,68 TPM 37534 7 51 UPhome:951.294.93GO Fax:961.294.9301 AS SHOWN ON PLANS DESCRIPnON: FROM THE APPROX. OF 6: 5 237 INTERSECTION OF COLUER AVENUE STREET IMPROVEMENT PLANS Il 3) 6-lot PREPARED UNDE5 THE SUPERVISION OF: AND THIRD STIR ET 45 1. REMON HABIB RCE 83156 DATE CIVIII. DATE: NORTHWESTERLY ALONG COLLIER AN I COLLIER AVENUE FILE No. OF C 45 FEET SOUTHWESTERLY E 0. ACTING CITY ENGINEER CHANNEL. E SOUTHERLY END OF HEAD`WALLH AT CROSS SECTIONS 2 JAMES A. SIN�EM 129 ! ! 290 1 290 1 ! 290 --T- , r I ' t i ! r t. -+ " � ,-- -� -r ; � --r T....t- r ------k- ,:--!- I i I fi-� + 12 I 285 1 ; = �-!-r �, 85 1285. 85 ,� I 0 r ! a + I r + { I COLlER j PROP. E ST. F I 2 r k/W r 1k t E " R ". y - + r {W --...., �'_ r r t r r AVE -- T r -- R I I ; - + T - ! - - - - tz 80 12 ! I 80 12 80 2 2 -�- + I I. 1 t +I ; I � 127 - 275 127 275 727 : I ! 275 ' !r�;;'�,------__.'�.._--__-_-,,--�', a�1•tI-I,I1�.II-.__---_.-_.__.,-_-__._-i-_-�--} -_ ----- -1-}Y-;i,!� _--�1,I!I.I---®-•0--' --�T.-�a1 flII-.".-1t•-F+,�.-____}-T 1II'I:----_---_ . - .- -------iII ----. - --_.-_--. _ qro -II.- -�t- -`_4-♦IIII --- n - - -— m t . % 127 0 270 127 270 1270 t!-1T11III .- -- - 22 760 -- — EX C t EWALKOPO D PROPOSED CP20POSEJ CdG CO- PRO PLACEPRO CT IN PLACE PROPOSED Cd PROPOSED DRIVEWAY T-_4 265 126 260 5 t:- 126 260 126 260 1260 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 00 25 50 75 100 11+M 1 +50 12+00 129 1290 a r 12851285 128 285 -- SF, _R T+ -, (7 L 128 280 12 280 127 1275127 275 -7 — _1 _ 270 127 270127 17R Lt u PROP D R SIDEWAX Pimp PROPOSED C80 265126126 — J 126 260 1� 260 000000E -100 -75 -50 -25 0 25 50 75 100 -100 -75 -50 -25 0 25 50 75 100 E112+50 112+98.51 COLLIER AVENUE HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=4' mow wha below. Call 81'I before YOU dig 1i13 i1 MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE LAKE ELSINORE HONDA CITY OF LAKE ELSINORESHEET jAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ANoASSOCIATES ii ESS/ STATE LAWS, AND A PERMIT MAY BE ISSUED. 41s51 Remington Aven Suite22o . S, BENCH MARK:B 95-55 TPM 37534+ G -PROF L S-BUILT-NO REVISIONS MSO 7/9/20 RH 8-03-202c Temea California 92590 St<y� �� SCALE: EL:1270.68 TPM 37534 7 5 Phone:951.294.9300 Fax:951.294.9301 AS SHOWN ON PLANS DESCRIPTION: FROM THE APPROX. OF ' Na 55237 INTERSECTION OF COLDER AVENUE STREET IMPROVEMENT PLANS sHEErs PREPARED UND R THE SUPERVISION OF: * * AND THIRD STREET 45 E P? �9 crvIi .Q NORTHWESTERLY ALONG COLLIER AN COLLIER AVENUE FILE No. REMON HABIB RCE 83156 DATE �i oh`' DATE: 45 FEET SOUTHWESTERLY TO THE ACTING CITY ENGINEER 17 CALF SOUTHERLY END OF HEAD WALL AT CROSS SECTIONS / JAMES A.F,INEM nz.51 I DA CHANNEL. - T "41-i-I 444_ t ------------- q -------- A -4 _-E 4--t- t + + H� t E -i­1�4 T F_ 3, 4-i --------- -- f t 7 A_, P + 7- 4 1Z -ij-; 7- - F- 14-- L,J-, -j- j t 4Z F 4 XISING IROPOSED SURFACE E -4- EXISTING SUIRFACE-/ M -4 A --4 4 V J -4 _4'i T-4 EXISTING 42"SD- i; -g- Id �_i + L �0.c *0 �.j 1, EXISTING 18 -44 4 -1 T 2�, V + -R-1 4- TO _-T -1 1 1- ,- IM 35 EEL_ HGL J 1E. -6G, -4� =,t=�-t 2 +-4,- QIW=0.99 OFS --j- ----------- _T­ :I L V,00=6.14 FPS Z. A- _J EdfR ­+- --T ---- ---I-- 1-4- a -T - ------- `j I- t M1 4-4� fto + -I ]_�E T�­ -4 v--T- 2— -0 83 C'S 4 -,r Vioo=2.64 FPS ­ ,_1 -- -__1-':�T f J 4 -_9 _9 . . .... ..... -I, _4�­_ - _t=____4 A 12 _41� ��+- 17, -7 T� +7 J 44; �1­11t­J- -A-i-,, LAMM -T_ -f- 4, -------- All _t j LATERAL +7­4,-9=__-f-4 -4-1 4 =r=:Jr- 4--*----- 4 + a�_ + T:_ -11 4 4 j-, 7� ------J�_- _4 T q_4-- 4- + IF­_--f----_--i- - 11- -,- -- --- , -1 1 LE SCALES A HORIZ. 1"-4()' -4, 7�: VERT. i�L - A , ELEL , - ---6+00 10+00 11+00 9+00 10+00 11+00 12 32 STORM DRAIN CONSTRUCTION NOTES 34 @-REMOVE INTERFERING PORTIONS OF EXISTING 18'RCP AND CONSTRUCT CATCH BASIN NO.I C:;= + PER R.C.F.C.STD.DWG CBIOO. JOIN EAS71NG 18'RCP TO BOTH FRONT AND BACK OF NEW IR 4e CATCH BASIN. MATCH INVERTS. + &-CONNECT INTO EXISTING SO MANHOLE STRUCTURE @-INSTALL BID CLEAN KRAKEN MEDIA FILTER FOR CURB INLET PER DETAIL ON SHEET 2 L4 EX C11 71 OSED C&G, (9-INSTALL 24*RCP STORM DRAIN PROPOSED C&G EXISTING LATERAL F ALIGNMENT PER R/W R/W RECORD PLAN DRAWING NO.3-0210 &-INSTAV�48'SO MH NO.1 PER R.C.F.C.DWG PAH251 (48-RCP)Z_ reorarlv&,we PROPOSED SD LATERAL W SEE PROFILE HEREON RCP)/ (TELECOM) -(12'WA)— in Q WA DO 108+00 1994 11L+OD I F 1 113+00 + _=tl +00 00 1400 30_1�+00 PROPOSED MEDIM "A-PROPOSED MEDIAN 14T F_ ",V N� 7 Lxisumg eadwall to be removed. ? T EXIS11NG 18" RCIP SED CATCH BASIN �J COLLIER AVENUE EXIS-IIING 18- RCP E REMOVE PORTION OF PROPOSED 2 13111�1�U041' n STORM DRAIN DATA (PUBLIC) NO, DELTA LENGTH REMARKS EXISTING 18" RCP I N21 r52-W 1&45' W RCP 0, 80 PROTECT.EXISTING 42" RCPAINAP OM scole 40' E CATCH BASIN CONNECTION DETAIL Know what's below. E W18tibeforeyoudig IbV 1/13 11-t ��re:ALL WOTK MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS LAKE ELSINORE HONDA CITY OF LAKE ELSINORE SHEET 6 APPROPRIATE CONDMONS OF DEVELOPMENT AND/OR CITY AND AM ASSOCIATES mc. STATE LAWS, AND A PERMIT MAY BE ISSUED. 41961 Remingt BENCH MARK:B 95-55 TPU 37534 _T -J- 4�1 t F 4, IAI) 4IM1151 RH 8-03-202C Temeeuja,on Avenue,Suite 220 03-202 C.IifbM.9259D SCALE: EL:1270.68 TPM 37534 7 AS-E J I LT-NO REVISIONS MSO 7/9/20 RH 8- Phone:961.294.9300 F-1:951.294.9301 AS SHOWN ON PLANS DESCRIPTION: FROM THE APPROX. OF 5523 INTERSEC17ION OF COWER AVENUE SHEET9 4;_ 1/31 F11 'I P1111ARED UNDER THE SUPERVISION OF: AND THIRD STREET 45 STORM DRAIN E 6 REMON HABIB RCE 83156 DATE DATE: NORTHWESTERLY ALONG COWER ANI ACTING CITY ENGINEER 45 FEET SOUTHWESTERLY TO THE IMPROVEMENT PLANS FILE No. p k SOUTHERLY END OF HEAD WALL AT I UA It: CHANNEL I-� JAMES A. NNNEM,�� RC -552-37 PUBLIC STORM DRAIN LAT A&B Iq-D?--7 E R/W 8' 1 1 22,000 LUMEN LUMINARIRE ALUMINUM FULL CUT-OFF HIGH RAINCAP PRESSURE SODIUM TYPE ( PROPOSED R/W F- 1 1 1 1 � 1 J 3"C,2#6 16 GRD m F 3"G 26 1#6 GIRD m-' 3"C,26 16 GRD 1 g N ( 1 N v N EX C&G �o_ � - ± PROP ChG +a� r7l :a_ ROP C&G 2 =� TOR r 3"C,2#6 1#6 GRD z '� � o_ ,� a o_ a 1.3 GUST FACTOR ROUND OR 11 — �1 OCTAGONAL.TAPERED POLE NTHACRYLIC ANTI GRAFFITI COATING L� ...:� _ c, _ PROP MEDIAN PROP MEDIAN 109+00" 108+00 110+00 107+00 a _ —I— - --'�� 1�111+00 0 _ 113}00 ` 114j 00 M ...............- r112+00- y 106+00 EX C&G EX C&G f p ox CRANE STREET COLLIER AVENUE I I ' l ANCHO6" O 25' ANCHOR BOLTS 3RD STREET SQUARE OR ROUND FOUNDATION COLLIER AVENUE STREET LIGHTING STANDARD DETAIL NOT TO SCALE STREET LIGHTING CONSTRUCTION NOTES: [--INSTALL ORNAMENTAL CONCRETE STREET UGHT(22,000 LUMENS,20OW,HPS)PER CITY II--77 OF LAKE ELSINORE STD.DWG.NO.502 M-INSTALL 3"PVC SCH.40 CONDUIT'NTH PULL ROPE PER UTIUTY COMPANY REQUIREMENTS.AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO SOUTHER CALIFORNIA EDISON COMPANY.EXACT LOCATION OF CONDUIT SHALL BE DETERMINED BY SCE IN THE FIELD. STREET LIGHTING CONSTRUCTION NOTES: 1. HANDHOLE SHALL BE LOCATED ON THE DOWNSTREAM SIDE OF TRAFFIC. 2. INSTALLATIONS OF STREET LIGHT STANDARDS SHALL COMPLY WITH CALTRANS 2015 STANDARD PLANS ES-7M AND ES-7N. t N 3 40 0 40 80 -' scale feet T.� 1.,= 40` - I Meow what's below. Call&I before you 114 MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS LAKE ELSINORE HONDA CITY OF LAKE ELSINORE SHEET 7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ANDASSOCIATES IND. ESS/ c AS-BUILT-NO REVISIONS STATE LAWS, AND A PERMIT MAY BE ISSUED. 41951RemingtonAvenue,Suite 220 Q�yP. S, F BENCH MARK:B 95-55 TPM 37534 7 0 MSO 7/9/20 RH 8-03-2020 Temecula,California92590 y�� "° Z SCALE: EL:1270.68 TPM 37534 Phone:951.294.9300 Fax 951294.9301 m AS SHOWN ON PLANS OF a ` DESCRIPTION: FROM THE APPROX. No.55237 A INTERSECTION OF COLLIER AVENUE SHEETS R�`mot //31 /2019 PREPARED U DER THE SUPERVISION OF: * * AND THIRD STREET 45 STREET LIGHTING PLAN sfq CIVIL Q NORTHWESTERLY ALONG COWER AN ` REMON HABIB RCE 83156 DATE rF DATE: 45 FEET SOUTHWESTERLY TO THE FILE No. OF cAUF COLLIER AVE-CRANE ST TO 3RD ST �} ACTING CITY ENGINEER 1 17 SOUTHERLY END OF HEAD WALL AT '� OZ D =s� r:A DAMES' . SINN A RCE 55237 DATECHANNEL. `_