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HomeMy WebLinkAboutTPM 37284 AS-BUILT CENTRAL PLAZA STDP 17-135 - 17-137 CITY OF LAKE ELSINORE GENERAL NOTES: STORM DRAIN IMPROVEMENT PLANS 1, NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11UTY 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 NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE T /S� //�R[Ay t c� qiF EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE OMITS OF THE PROJECT. FOR TPM M V `V 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)DAMAGE DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACE TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT q7�. HIS EXPENSE. COLLIER AV E N U E 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND �� STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE PROJECT STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY SITE , WORK. CALL FOR INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4.00 PM, MONDAY THROUGH THURSDAY. I q�J 's 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT I ( I9s r ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO t e SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. J6. IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. — — — — — — — � 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 1-80042 2-41 33,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 l - .\ ,- — .—. _ VICINITY MAP a NOT TO SCALE OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO �_ _ BEGINNING CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT UMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS , AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE - _ ' _ _ a PERPOS�PUBLIC SD LINE SHEET 2 EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10 ALL EXISTING CONSTRUCTION. THE ENGINEER EER OF RECORD SHALL BE NOTIFIEDD UTILITIES AND STRUCTURES MUST BOFPANYNECESSARY REVISIONSD AND ELEVATIONS TOFIED PRIOR TO THE APPROVE PLANS. '- _ y i i ' ( Cff AM OLIANUMS ll \\ THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO ' GV I ITEM DESCRIPTION QUANTITY THE FINAL ACCEPTANCE OF THE PROJECT. Z LU - -j - 30 INSTALL 2e RCP STORM DRAIN 400 LF 11. ALL EXISTING MONUMENTATON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, > J ,, " , __ ' ( 31 INSTALL 30"RCP STORM DRAIN 500 LF AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. I i, �. ' W ® INSTALL 36"RCP STORM DRAIN 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRE FOR ALL CONSTRUCTION WORK DONE WITHIN PUBUC RIGHTS-OF-WAY. ♦—BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF W INSTALL 18"RCP STORM DRAIN 55 LF -h � ,'�'��� ' ' INSURANCE AND REQUIRED BONDING FOR PUBUC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE i ('n CONSTRUCT CONCRETE COLLAR PER R.C.F.C.STD DVS M803 1 EA 13 ENTRAL AVE B SITE IMENNG THPERMIT SHALL BE SQUIRED THROUGHTUTHE E TOTAL TIME OF THE PROJECT DIOUSTRICT N0.8 OFFICE ALONG WTH AN POFOCALTRANS FOR ISET OF MP OMVEMEN ON U "iENT PLANS. �� �'. ® +� -� INSTALL STORM DRAIN MANHOLE NOA PER R.C.F.C.STD DWG MH251 6 EA ...-.. _�® © INSTALL STORM DRAIN MANHOLE NO.2 PER R.C.F.C.STD DWG MH252 I 23 EA PROPOSED PUBLIC SO LATERAL PER SHEET 3 INSTALL STORM DRAIN MANHOLE NO.3 PER R.C.F.C.STD O G MH253 .2^ EA ENGINEERS NOTICE TO CONTRACTOR Q,00-4.4-cf6 — -- — J THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PLANS OR STRUCTURES SHOWN ON C� _ o Q1�=5.50-cfs ---- --- -- -- INSTALL STORM DRAIN MANHOLE N0.4 PER C.F. STD DWG MH254 1 EA Q R.C.F.C. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.THE CONTRACTOR SHALL INSTALL STORM DRAIN JUNCTION SIRUCN NO.�'PE R.C.F.C.STD D $�',J$229 1 EA TAKE DUE PRECAUTIONS OF THE RECORDED UTILITIES AS WELL AS ANY NOT SHOWN AND SHALL �� �, `Q19u=1392 cfs COMFIRM ALL ALIGNMENTS AND GRADES BY FIELD INVESTIGATIONS. ® INSTALL STORM DRAIN JUNCTION STRUCTURE N0.4 PER R.C.F.C.STD DWG JS229 At :-: 4 BENCHMARK Pp _ a RAVEN - �" ,'� +, INST A TORM DRAIN zsf I x CITY OF LAKE ELSINORE BM B-95-55: CHISLED SUARE ON TOP OF HEADWALL APPROXIMATELY ■ J _ I,, ® INSTALL �FB (ZGP 5'7"eRM 912AIN .S#9 LF 45'SWLY ALONG THE CENTERLINE OF COWER AVENUE AND 45'SWLY TO THE SOUTHERLY END --� OF HEADWALL.ELEV.: 1270.68(NAVO 29) --- 'CRANE STREET ' 43 INSTALL CONCRETE WTNGWALL TYPE A PER CALTRANS DETAIL D90 I EA o f �� � a� 44 REMOVE EXISTING HEADWALL 1 EA BASIS OF BEARING L MEN NON45 A0A+IDON EXIyfING 3o"Kr.PPIPE&V fNAALL em'Al W I'll IC.C-f.C.-IV pHMf MBIG I 0A THE BEARINGS SHOWN HEREON ARE BASED ON CENTERLINE CENTRAL AVENUE AS SHEET 3 SHEET 2 SHOWN ON RECORD OF SURVEY RSB.116/85,BEING NORTH 43'42'2'S0"EAST. t tN5?ALL STORM A4FIN JvuenN o srlrvervllx No.!PtQ (L.C.BC.4/O.OWeG JSZ2G T Ed OWNER/DEVELOPER ENGINEER WATER/SEWER M Plaoafai eouclUTE PJr ieFiI.L /1E/N rvA Aft foRCEtKNr F704 (JGrAIL oN sNENSr;A .446 t:F HFC-PRP ELSINORE,LLC DAVE.V.M.W.D 417 29TH STREET 4141 E.EVANS AND ASSOCIATES P.O.BOX 3000 SCALED. 1"-100 NEWPORT BEACH,CA 92663 SUIT E.INLAND EMPIRE BLVD LAKE ELSINORE,CA 92531 SUITE ONTARIO, 91764 951-674-3146 GREG LUKOSKY GABRIEL OD IGUEZ 949-723-9500 909-4L 5750 UEZ,PE 949-433-8595 909-481-5750 ELECTRICITY 909-481-5757 FAX POR OF MAWNIN ARCHITECT SOUTHERN CALIFORNIA EDISON SOILS ENGINEER (800)655-4555 INDEX DESCRIPTION GK PIERCE ARCHITECTS NO. SALEM ENGINEERING GROUP,INC. 3 OVERTURE 11650 MISSION PARK DRIVE,SUITE 108 GAS 1 OF 3 TITLE SHEET ALSO VIEJO,CA 92656 RANCHO CUCAMONGA,CALIFORNIA 2 OF 3 STORM DRAIN IMPROVEMENT PLANS FOR LINE'A' GLENN PIERCE,AIA SOUTHERN CALIFORNIA 949-344-2710 CLARENCE JIANG,GE GAS COMPANY 3 OF 3 STORM DRAIN IMPROVEMENT PLANS FOR LATERAL'A';B;'C'AND'D' 909-980-6455 (800)427-2200 i LEGEND OF ABBREVIATIONS AND SYMBOLS BC BEGIN CURVE PCC POINT OF COMPOUND CURVE - BCR BEGIN CURVE RADIUS R OR PA OR PL PROPERTY LINE (}�+ BNDY BOUNDARY PRC POINT OF REVERSE CURVE [ —'— CENTERLINE `c CB .CATCH BASIN RCFC RIVERSIDE COUNTY FLOOD CONTROL FIRE HYDRANT o Cp OR CA OR CL CENTERUNE RT RIGHT EC END CURVE RW RECLAIMED WATER i STOP SIGN L ECR END CURVE RADIUS R/W RIGHT OF WAY y EP EDGE OF PAVEMENT SL STREET LIGHT ? STREET UGHT _ EX,EXIST. EXISTING STA STATION FH FIRE HYDRANT TC TOP OF CURB --- BOUNDARY LINE i • FL FLOW LINE TYP TYPICAL w • FS FINISHED SURFACE E STORM DRAIN UNE GRIND AND OVERLAY GB GRADE BREAK SPPWC STANDARD CONSTRUCTION PUBLIC IMP IMPROVEMENT(S) o _ JS JUNCTION STRUCTURE SS SANITARY SEWER LINE CONSTRUCT AC PAVEMENT o LT LEFT SWALK SIDEWALK LP LOW PONT TS TRANSITION STRUCTURE REMOVE EXISTING PAVEMENT Know what's below. n' MH MANHOLE C1118?Ibetaeyoudig NQ(>J dy 3/30//7 C W WATER LINE iN LTKANS PE 1r#08-1 - - w- 8 SJD\1I v- 4xig$ MARK REVISIONS ay APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 2 s APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Am ASSOCIATES INC. eROFessHp�� 80 "V PARCEL 1-8 OF TPM 37284 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 ��,� 0q/ BENCH MARK: 1,4 REVISED CONSTRUCTION N6TES'10 YYIPTGN{Ct1At.lErES ONI.9FHERT2 mm eLFC. R Q- -�$ Ontario California 91764 _¢- c� SCALE: 3 m m CITY OF LAKE ELSINORE$M TPM 37284 Phone:909.481.5750 Fax:909.481.5757 RsMOVEb SD 6AS1amENt NocrES¢EV IStD PIPg mK1EIt;1ALaF ONSIn:SD Y6YHStD „ AS SHOWN ON PLANS 8-95-55: CHISLED SQUARE ON T - � OF (`I (Y -->~• ,�/1 -7-/ "� No.69948 ea OF HEADWALL APPROXIMATELY OF SHEETS so 0.1V4t1mel IT oN couaelZ,LEwTweosn EA�>emHrc attS tEv1fED rHPe /7�hha C•JV 7LeY�GCn/1/1/` *Ezp.09/30/18# SWLY ALONG THE CENTERLNE OF STORM DRAIN IMPROVEMENT PLANS o MgTt+R4AL OF 014S SYs "v148b SD Al-LhNvY1GaT SIN(.'DwER BRAD FAGRELL, RC 43920 DATE PR ED R� }JE UPERVISION OF: fq�, CIV0. � DATE: COWER AVENUE AND 45'SWLY TO FILE No. p CITY ENGINEER ��` OF CAUf THE SOUTHERLY END of HEADWALL TITLE SHEET (LEJI51oNS P6R u1LT'psiNS CpMMENT$ GR I` �Z-17—I ELEV.: 1270.68(NAVD 29) s 'o� CITY OF LAKE ELSINORE GABRIEL R DRI UEZ RCE 69948 D TE: '�',�'- SQ J AS-eWLT GR �vi 1ot t==f R/W UNEZ HE Mn 1280- E 'H 76.4 WS ELEV. ----------- PROP.RETAINING WALL E,f *[�ABATE PERMIT) rn EZE 1 STORM DRAIN I L U 1 - _ _ _ _ - - _ - D - _mz At= > A =4_ 3=0.0 0 EE EE E��E� .0145) 16 SEVER R 7_77 ----- ---- T8 E# + % Z8 +- c 4A� Q,87.0 cfs V100=10.20 fps V100= Qioo=40.0 cis Q,.=40.0 cts=---- Qlm=40.0 efs _V Vim ET 5.7 fps 3 fps13.4 fps Olm=40.0 Os VlOD=5.7 fps _ ( 211.58 LF- 30"RCP t 1250D ------ --------- ---------- 1500D 15.26 LF- 30"Rcp 0,m=61.7 ,fs 45.25 LF 36"RCP Vim=8.6 fps ---------- 36"RCP ------- --- =0 �g 77E HORIZ. 1"-40' 2E E - - Ifflu PROFILE SCALES a�� f� !E�gj� VERT. 1*=4' N M-11 ALL IMAM AM E 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 11+00 10+00 APN:377-080-053 PARCEL 12 CONVEYED TO RCFCD&WCD BY DEED RECORDED� JANUARY 26,1994,INSTRUMENT NO.034739 EXISTING V.SHAPED HEADWALL AND 30"RCP PROPOSED 18"SO >cn RCFCD ENCROACHMENT ENT PER SEPARATE PLANS I SO PER TPM 30254 PHASE 11(CITY OF LAKE 2'�EASE. M PER FINAL MAP C)rn PROPOSED SO LATERAL'D' APN:377-080-053 ELSINORE DWG.NO 05-190)TO BE REMOVED PERMIT III PROPERTY LINE 'e 61 q cA SEE PROFILE ON SHEET 6 MIS I - r_G) R PARCEL 13,BLK 5 RCFCD&WCD EASEMENT PER INST.NO 3/620 APN:377 080-079 PARCEL 12 SEE LL�-1 !2 25'SO EASEMENT MB 13/620 rn z z PER DOC.If A� M 25'SO EASEMENT t7+W MATCHLINE A-- .6 . tO 6 PER DOC.#20+00 +00 PROPOSED R/W + 4 5 I � EX R /w+ TI- -------- ---------- - FUTURE 42'SD- 3 + PER MICHAEL BAKER PLANS 108+00 109+DO 110+00 111too 112+00 00 + Z-7- L AL'A' PROPOSED BIOFILIRAT10N SYSTEM EXISTING EARTHEN TRAPEZOIDAL CHANNEL PER PMAJOR A 37 (SEE STREET IMPROVEMENT PLANS) TPM 30254 PHASE 11(CITY OF LAKE ELSINORE DWG/05-190) SEE SHEET 6 FOR ATE STA 15+87.25 LINE'A' 31 E. 1277.4 STA 15+87.25 LAI'A'- FF=1278.10 01 < Ig COLLIER AVENUE .1 MAJOR B 1. STORM DRAIN DATA (PUBLIC) 11 z PROPOSED PLANTER BOX 0 MAJOR D MAJOR C P.E.=1278'0 PER SEPARATE PLANS I i '6 2 1 FF=1278.7 CONSTRUCTION NOTES Lo' P.E.=1278.8 P.E.=1278.2 j NO. DELTA OR BAG. RADIUS LENGTH REMARKS @-INSTALL 30'RCP STORM DRAIN FF=1279.5 FF=1278.9 1 N2*02'14"W 15.26' 30"RCP INSTALL 36"RCP STORM DRAIN 2 40'21'20" 45.00' 31.70' 30"RCP @-INSTALL 18*RCP STORM DRAIN 10 4.5 3 N42'23'35"W 103.87' 30"RCP INSTALL STORM DRAIN MANHOLE NO.1 PER R.C.F.C.STD DWG MH251 INSTALL STORM DRAIN MANHOLE N0.2 PER R.C.F.C.STD DWG MH252 4 83*32'56" 45.00' 65.61' 30*RCP 36 ®-INSTALL STORM DRAIN MANHOLE NO,3 PER R.C.F.C.STD DWG MH253 5 S43"42'1 2"W 368.65' 36"RCP INSTALL STORM DRAIN MANHOLE NO.4 PER R.C.F.C.STD DWG MH254 6 58'16'14" 44.50' 45.25' 36"RCP A=30',B=30',C=6.15',Dl=36* D2=36" ,ELEVATIONS=1264.62 ELEVATION R=1264.64 7 23*21'22" 44.50' 18.14' 36"RCP @)-INSTALL STORM DRAIN JUNCTION STRUCTURE NO.3 PER R.C.F.C.STD DWG JS228 • 8 N47*28'13"W 512.60` 72"X36"BOX CULVERT @-�NSTALL STORM DRAIN TRANSITION STRUCTURE NOA PER R.C.F.C.STD DWG TS301 (g)-INSTALL 72"X36'CONCRETE BOX CULVERT PER CALTRANS DETAIL DBO 40 80 4 40 80 9 S2'28'13*E 16.10' 18"RCP @-4NSTALL CONCRETE VANGINALL TYPE A PER CALTRANS DETAIL D90 scale a Know whars below. 1"- 40' feet 10 N2'02'14"W 10.40' Call 8fl bdoneyou dig wo e,v scale - 36"RCP CALTP feet 130 /17 A,4 falgfT Log-I __jI g 6 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH -THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET BY APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE "DASSOCIATES INC. PARCEL 1-8 OF TPM 37284 a LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 ­0+ L BENCH MARK: 12&0- V_F-4tS%.aS WE CAL­TI14^K CommfwS JQ4+- Ontario California 91764 SCALE: CITY OF LAKE ELSINORE BM TPM 37284 3 V Phone 909.481.5750 Fax:909.481.5757 2 8-95-55: CH SGUARE ON A* AY&.7' ♦ AS SHOWN ON PLANS 2 OF-gH-E-ETS N..69948 Top STORM DRAIN IMPROVEMENT PLANS Exp.09/30/18 OF HEADWALL APPROXIMATELY 45 6-7-/7 SWLY ALONG THE CENTERLINE OF Eb ER-+ SUPERVISION OF: civi\� DATE: COLLIER AVENUE MID 45'SIYLY TO PUBLIC STORM DRAIN LINEW FILE No. BRAD FAGRELL, RI 43920 DATE _��DE I_ OF Cp& THE SOUTHERLY END OF HEADWALL. CT ENGINEER 1270.68(NAVID 29) -21+95.79 I UAIE: CITY OF LAKE ELSINORE _G�RIEL RODfIUUlEZ KUL 69948 ELEV.: STA 10+00 SOD CALTRANS R wuNE MArNTR1Al -� i PROP.RETAINING WALL (SEPARATE PERMIT) n- - - 1 -- - - - - _ - - - = - - - + -- - - - -a_ r 0. 7-1 VF I - - N t x _ f - 1 260- I =__ _ - - _. _ - - -Oiw=40.0 cfs - - - _ Olro-40.0 cfs __- -- - _ -- - .-. 01ao=644 cfs --�O�so'55-9 cis o - t 0ioo= 40.0 c s - ao _ _ - =V -I3.4 s" - - - - - V =6� s --- V1ao= fPs - Y 44 s i Vloo=9.3 fps --_ -- -- Tao- fP - -_ = 100- - iP =_.: -- -- - _ too- _ - - - _ ---- -- - - 14.4 -- oo- -- 01 40.0 cfs 7.0 !I - s 12 45.25 if - - 77, 2 - - - - PROFILE SCALES HORIZ. 1'-40• ME= _ 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 ��PAR(PL 12 1 CONVEYED TO RCFCD&INS BY DEED RECORDED c I\ -., JANUARY 26,1994,INSTRUMENT N0.034739 II I o APN:377-080-053 \ 1 I PARCEL 3175-5,R.S.B.97/29-36 EXISTING'L'SHAPED HEADWALL AND 30'RCP ISO PER TPM 30254 PHASE 11(CITY O�'LAKE RCFCD ENCROACHMENT APN:377-080-053 I ELSINORE DWG.NO 05-190)TO BE REMOVED PERMIT 3623 W PARCEL.12 n= � g; D a _ ` MB 13/620 I APN:377-080-079 L� m s PROPOSED 18' ? 'E � PER SEPARATE PLANS x �+ I PARCEL 13,BIX 5 T �m �' �3 0 ' i RCFCD&WCD EASEMENT > + o m SEE LEFT m ^;.w t 25'SO EASEMENT MB 13/620 OPERTI UNE '_R ^"���' n x PER INST.N0. I 1 + �, �� 1 _- __ .o LATER g PER DOG. 25'SD EASEMENT "' RECORDED '^ N '� `� SEE PR n PER DOC./ g N/ _ E PROPOS�� AL'D' MAT HLI + 6 PROPOSED 1 5 rn 42 \ - - -- 9 ----- -�---- - I -- ------ - --- -- 6 42 + / 11 11 � F 4 I I _nr °N /� i - e I u -_ - � I � .... -1 EX R/W _ 7 108+00 109+00 ,1 too "- 111+00 t N - FOR LATERAL'A' �, .-_. QPG61��AIAFIIAWA4X.{ EXISTING EARTHEN TRAPEZOIDAL CHANNEL PER M%c I Ii l 3 dW ! I I I I SEE SHEET 6 -. { WG/05-190) TPM 30254 PHASE q CITY OF LAKE ELSINORE D I I I MAJOR A STA A 15+7.LINE'A_ 72 III r 1 I STA 15+87.25 LAT.'A'---- v � , _ I ' COLLIER AVENUE - -� - I _ 0_ , 43 �� 75 1 P.E.JORA4 Q STORM DRAIN DATA (PUBLIC) r FF=1278.10 Q L� MAJOR B t 1. N0. LTA OR BRG. RADIUS LENGTH REMARKS CONSTRUCTION NOTES o Q' o N { PROPOSED PLANTER BOX 31 gJSTALL 30 RCP STORM DRAIN R I I P.E.=1278.0 ! 1: ( Z z o.x PER SEPARATE PLANS ; 1 N2'02'14"W 15.26' 30-W NDPE INSTALL 36"RCP STORM DRAIN m =o N ( 0 2- MAJOR D i MAJOR C FF=1278.7 ti W m S 2 4021'20' 45.00' 31.70' 30 0917C INSTALL 18"RCP STORM DRAIN 5' o LO ! s W x P.E.=1278.8 P.E.=1278.2 No1E 1KB mNU4ETE SIDE WALL @-INSTALL STORM DRAIN MANHOLE NOA PER R.C.F.C.STD DWG MH251 F m N v m r FF=1279.5 FF=1278.9 /s o 4 o.C. 2"C R WOERT PBK/RCEI�NT m PFNAN Z I 8 `� gD10YED,HOIE\ER lIP SLAB NND 3 N4223'35'W 103.87' 30 4tCP HrJPE I' 6�INSTALL ST01'OI DRAIN MANHOLE N0.2 PER R.C.F.C.STD DWG MI 2, ! O 8'O.C. Fo-3 K9 4 83'32'56" 45.00' 65.61' 30' ROM i + EXISTING DOUBLE 2" 2' 10' ®8-INSTALL STORM DRAIN MANHOLE NOA PER R.C.F.C.STD DWG MH254 t0 i"'m ( j A c''-�--8• 14'W X 4.5H ROB r 5 S4342'12'W 368.65 36' HDPE A=30°,B=30•,C=6.15',D1=36",D2=36•, o,m _1 0 ATLGN R=1264.64 ELEVATION S=1264.62 J5229 6 5816'IC 44.50' 45.26 36"RCP � � � __ 3�g-IN ALL STORM DRAIN JUN S NRE NO.�PER R.C.F.C.STD DNG dS228 45 I _ � .� .. o m +I 7 2321'22" 44.50' 18.1e 48'RCP 4 INSTALL 48'RCP STORM DRAIN 4 ) � .... '� 48"RCP � 4g' t I 6' �"�� SD INSTALL CONCRETE WgNGWALL TYPE A PER CALTRANS DETAIL D90 i 8" 8 N4728'13"W 371.95' 48"RCP + T _ I #5 06'O.C. 9 S228'13"E 16.10, 18'RCP �@-ABANODr!EXISTING 30•RCP PIPE AND INSTALL BULKHEAD PER R.C.F.C.STD DWG M816 i ® �It BACKFOI--J y E• .� 6'-10• _ 10 N2'02'14"W 10.40' 36-R6R'HO(7E ��INSTALL NSTALL STORM DRAIN EDGE BEAM PER DETAOIL�!THIS SHEET STRUCTURE I PER HEREON0.F.C.STD DWG JS226. i wTH CSIM A=45°,8=48',C=11' a E SECTION A-A 11 45-35.23- 200.00' 159.14' 48"RCP CAN-T0.ArvSfe-jgm *o8- G W-1t2''. (� ' /5 O 6'O.C. Y fiR TION R=,261.34 ELEVATION S=1261.32 40 _ IQ- - " COLLIERAVENUE 40 0 40 BO 1B O 4'O.C. e' ,2 5118'27•E ,5.10' 48"RCP PRoVN of C1NJ[.RETF NCG/LL rd2 ROE.RE tAi f"OCEA.NENT Know what's below. EDGE BEAM DETAIL f�� OM A 4� F+ca oETla l..ON s((fF:T 3A• Ye111o11I1BfOfE you dig scale feet NOT TO SCALE scale 1^= 40' feet MARK REVISIONS By APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET LF a� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE iwoASSOCIATESIwo. PROFESS/ �o LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 E� ROpR� BENCH MARK: PARCEL 1-8 OF TPM 37284 a DELETE'.V"%mExT N NI4a1.vaE PtPF rW1K% %P_,CAUV>0Vr?IftL0 eRe e - ALE: TPM 37284 Ontario CaliforniaCal"domie 91764 y m �+ qry OF LAKE ELSINORE BM 3 �f SxILF tLL Phorre:909.481.5750 Fax:908.481.5757 < 8-95-55: g41SLED SQUARE ON T a z No.s99aa AS SHOWN ON PLANS OF HEADWALL APPROXIMATELY 4s STORM DRAIN IMPROVEMENT PLANS AOF SHEETS PREPARED UNDER THE UPERVISION OF: * .09/30/18 �, LZEvl S10NS PER Cott-7RANf cDMMENT$ 6(L �Z-'7-I FS SWLY ALONG THE CENTERUNE OF a Q5-5u/LT GR b-2E��1 BRAD FAGRELL, RC 43920 DATE Pfq� C4V0. ! DATE: COLLIER AVENUE AND 45•SWLY To PUBLIC STORM DRAIN LINE'A' FILE No. CAl\E THE SOUTHERLY END OF HEADWALL. 29 `CITY ENGINEER Iy !7 ELEV.: 1270.68(NAVD 29) STA 10+00-21+95.79 1'1-)U SD -.- CITY OF LAKE ELSINORE GABRI L RO I Z RC 69948 4� x^16 — I -T - _ _ - - Non _ - -$=(0.0025) _ \ MGL uNE 0.002 =1`'D7n_ -- F \ \ EXIS7INO GRADE : IL/V -HGL LINE EXISTING 24 STORM-DRAIN PER CITY OF LAKE ELSINORE N mf ,z i - '.5=0.0099 — — — — — — — -- ,0100 DWG NU.07-270 ^m+ - -�._. : — — — — :-. S 0 - - - _- -- _ oN mPi +rn +�c+i� 70"WATER --- _ - ..-_ _-a- - :. CAL TRANS PERMIT N0. o+N o N .N^I�> >, — '_ _ = S=00030 - - -- _ _ - - - t- _ No No - S 00040__ T = _-- -_ _ _ _ ___ __ _ 5=0.0031 z - - tll� E--�- 0 5 4S cEs — -4 V1.=31 fps }¢i M> ;- .. I ._ 1 /V- Y, - t +ramWA1ER o> o> +N +, `8"WATER �z �> N M> os -- '� Q =10.05 cfs Q =13.9 cfs N .:__ _ -13.9 cfs ---_ °O� Zvi m'/' - - _ - ---- - - - F _ z 100 100 --__ Dt W___ "- i --. . Vlos=3.4 fps _ V1os=10.5 fps '__. _ Vlao=4.4 fps -1''1Cn-,:- '. .__:- _. :._._ _r-. - .�_:� m N N __I- . Qtoo-25.1 cfs T G v V -_ -. --_+_ __ _-—"- ;i __ - $ - �-_ = Vlw=5.1 fps —. _. w N _ - 6+- - - - _ .4 cfs _ - - Otllo-11 - 'Qloo 4 cfs = _ - __ -- - - Visa= 5.3 fps _ -,.,._._ --"LF� fps 0tla=2 cfs - 6.53 LFRCP - 5.1 37.55 LFVmo=5.1 fpsT-• - .. -_. -EF--%-30 RCf= 78.67.LF 30 RCP __20.29LF�.-24 RCP 110.f8iF 24 RCP 2CP'.- .'.-<._.: _ g _ __ - --_ - 2000D 2000D 2000D 1 -_ - - I DUUU =- - - ----_. �- -- -t- I AT PROFILE SCALES01 rt HVERT. 1"=4_ — m- 22+00 21+00 20+00 19+00 18+00 17+00 16+00 CENTRAL AVENUE _ U --. STORM DRAIN DATA (PUBLIC) / -- I I I 35 t -. p N0. DELTA OR BRG. RADIUS LENGTH REMARKS MAP ".ate.. _. - -. O I �,�I A N PROPOSED BIOFILTRATION SYSTEM ° PROPOSED BIOFILTRA710N SYSTEM PROPOSED R W ,D EASEMENT PER FINAL L x l I N - N m c n II (SEE STREET k#1ROI�EMENT PLANS) 2 37'4119 22.50' 14.80' 18"RCP (SEE STREET IMPROVEMENT PLANS) 3 ST45'Ot'W 21.73' 78'RCP - r � 'p.. a a►;..35 ..a,....a.�..,.n�.- d¢ciww 4 N38'37'34"W 12.24' 24°RCP W N PROPOSED SO LATERAL'B' � + `- STA 22+14.05 LAT'A' -.. -. os x p PROPOSED R/W + o m ..._ N �,._ _ �° 5 7074'48" 45.00' &05' 24'RCP SEE PROFlLE HEREON =STA 10+05.00 LAT'B' - 2 SO MH MH251 PROPOSED SD LATERAL'C' - 3t g 24"RCP _ EXISTING 24'STORM DRAIN PER CITY F ( ) SEE PROFILE,HEREf -$z.� 2213'39° 45.Q0' 77.46' OF LAKE ELSINORE DWG NO.07-270 33 ,P v `1` ❑ I:x o^ x\ o��`--`�� - x "13 7 SO24'23"W 33.42' 24"RCP CAL TRANS PERMIT NO.i n 08-04-6-CD-1422! 3 - 24"RCP PROPOSED R/W 1 3o R 17+00 _ROP�8 SE-R --- --— - .—-_ . p - _..+� ,. .`o_. _ 18+ 8 5014 27" 44�' 38 89' � � 107+00 _ 108+00 _ 108+�W _ 9 S50'7427'E 2041' 24"RCP 2 6 V11R o� ar -` 10 ii'10'50' 1165.00' 22733' 24 RCP --T ,5� -1Y - EXIST EDGE OF PAVEMENT- - .,.�,+.rR r.•;,... .. OHO U,tERAI,A FOR STORM DRAIN LINE'A' SEE SHEET 2 11 28'OB'Oi" 3755 24'RCP PRO7 +�- I - 12 S 8'53'54"W 1235.00' 191.80' 30"RCP 9 z ^ 8 � � + � � � °� oy 10 20+00 �N 30 15 Sip t. PR(yP0`�Ram � 73 S5321'00"E 78.67' 30"RCP Q W M N N W d d N OU N 8 r wao NR Nm--F+i�— 21+ 44 ? n milt +o= -- _�._(15'SNR)--s`-T -m 1 - "102+ - GO RA1�UEDI +9o'�$ - +a +(,J,) tom` p W ----- ¢(nL'!ta y II 3O3m ° sczl CONSTRUCTION NOTES CRANE STREET INSTALL 24'RCP STORM DRAIN ° o l O O COLLIER AV E N U E 31 INSTALL 30'RCP STORM DRAIN q o-INSTALL 18°RCP STORM DRAIN (B-CONSTRUCT CONCRETE COLLAR PER R.C.F.C.STD DWG M803 , (�5-INSTALL STORM DRAIN MANHOLE NO.1 PER R.C.F.C.STD DWG MH251 o ® INSTALL STORM DRAIN MANHOLE NO.2 PER R.C.F.C,STD DWG MH252 0 &-INSTALL STORM DRAIN MANHOLE N0.4 PER R.C.F.C.STD DWG MH254 ®-REMOVE EXISTING HEADWALL 40 0 40 80 Know what's below. acole Call 811before you dig (Wab ©v 5/3o 117 l4LTRANS GERH/r 4rro8-la-G-aw-Nz3 MARK REVISIONS 6Y APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET a APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATES INo. Qp17FESS/q PARCEL 1-8 OF TPM 37284 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd,Suite 250 f.� Roo'P BENCH MARK: iN 1 REVISED SD LATERALS[Al1bNm6NT,-Sh Lfifrrecpu.Te mFu�,See Svz f's1! GR ,L 0"5"/ Ontario California 91764 y e o SCALE: TPM 37284 3 i� 1 1ZEJISiOA/S PE(L LIALTRANS�oNwEATTS GR �Tl 12-17-(� m n CITY OF LAKE ELSINORE SQUARE R a Phone:909.481.5750 Fax:909.481.5757 < m 8-95-55: CHISLED SQUARE ON T T 9-P>UlLT G'/Q = x1 c No.899I8 + AS SHOWN ON PLANSOF STORM DRAIN IMPROVEMENT PLANS OF v _�1_/� Ay Exp.09/30/18P SWLY HEADWALL LONG THE CENI'�'TERUNE OF PUBLIC STORM DRAIN SHEETS E D BRAD FAGRELL, RC 43920 DATE PR ND E SUPERVISION OF: 9j clvll A- DATE: COWER AVENUE AND 45'SWLY TO LATERAL W,'B','C'AND'D' FILE No. CITY ENGINEER ' ,C' ATE: a CAl\F THE SOUTHERLY END OF HEADWALL OD o 0 ELEV.: 1270.68(NAVO 29) STA 10+00-22+32.00 CITY OF LAKE ELSINORE GA RO RIGU 9 D Ill- 31 J -- - - _. -- MA1NTAtNEO 6Y CITY of L4 N --- - - - - AM Ngat INAM - - — - - n - N S=(0.0025 �� :_:` _ :-Y- .. _: __.-. -- - - - - x - .0025 - 1 7PY-` we GRADE EXISTING 24 STORM DRAIN PER CITY OF - : LAK DWG1 10"WATER CALTRAN$ fl I > .z.I• -r.> --_ _ S=0.0030 OS O4-6-00-1422 5=0.0031. 0 >- r '6 --- - - --— -- — -- - +LV - J - $- gA1J NN .• ^N --. _ 4 - > - T.: _ -._ }-.ram-. S•�O.O�O Y_ _ _ _ - - _ _ _ _ __- - 8 WATER -- :.. - -_ _. - — — _ _t.. _ Q1oD=10.05 cfs -..._QI00=10.05 - _____?- Qtor 14.88 cfs --• ._5 +- _.. _ -- m -; - 'N --- - - - - _ - - V100=5.5 fps V1a0=9.8 fps _ '._._. ,. -- - VIOD=8.1 fps - <� r _ r >�I +m _ Fez Q1 =25.85 cfs7rL160 .._r --_ - - ____ t--_= .-_ Vtao=5.4 fps _.. ,n" o- _ __ is N oo: _ h- I -_ -'- - F N '� V�3.6 fps -- - -- - -_ 51Psgag i - - 79 _ 18.54- - QIDe'5�65 -21.36 LFa 24'RCP - _ 97.10 LF w 24"RCP - ._ _ too-12. fps - _ ZOOOD 20000 - --_ -1OIDD - - =- SD LATERAL 'Sl A - - PROFILE SCALES- HORIZ. 1"=40' - - - -- - - - _ -- VERT. 1"=4' 22+00 21+00 20+00 19+00 18+00 17+00 16+00 CENTRAL AVENUE )I + �� w" STORM DRAIN DATA (PUBLIC) n PROPOSED R/W ! SD EASEMEN PER FlNAL I I ' I PROPOSED SD-��, <W'_" ( II N, �'m 0. T ARKS Ro of O To12 M� I I x - 2 S2239'27°W 18.54' 1Y RCP CILA 1 N 6 1 - -�� ON m W L - {; I n LATERAL'E, "' v Al AIMY 0 9Y1 05 i I�;: - I I x x I x SEE PROFILE LS--,I 3 . KE e t 5754'20'E 18 28' 12'RCP CI o t } HERE o o n II w 7� 4 E 1 I .` -. 1 ' ^� _ I x to<o D - ` STA 22+15.7 LAT'A' I" x ���SD LATERAL'C' _ �o - _--`-"' PROPOSED R S N + --------- 5 11'36'46' 45.00' 9.12' 24'RC? - "- ,� - 6 2218'46' 45.00' 17.52' 24"RCP dd POSTING 24 S AI PER CI 'r_:.. I 8 1 """"��I SEE PROFlLE F�REON R T� ..._-• OF LAKE ELSINORE DWG NU.07-270 ` _ m 11 "-�-- - c_ .p 3 CALTRANS PERMIT N0. ;c - " 13 7 S024'23"W 10.00' 24"RCP c 08 ANSlRECD-1422 •PROPOSED fis PR' - 4 _ LATERAL'B' 8 PROPOSED R/Wyl..�- JO 14 1T+00 PROPOSED 8'SEINER-———:-- —-- -- -- _ n '� 1_- :. 9 S46'1T02'E 33.82' 24"RCP 6SEE HEREON + 1 y ` 11 19+00 r 107+00 108i 00 24 RCP V M - 44�' PROFILE d \ -_.. + $. SO ulE{RAL A 12 �— _ EXIST.EDGE OF P FOR STORM DRAIN LANE'A' 1314'10° 1000.00' 231.01' AVI MEAT 10 _ 7.;'. .:. .^�."'41 ——o 'PROP —� 6 I SEE MEET 2 3. 2 1Z x * 1W WIN _ 1 RAC - - +� I 72 8',53'S4° 191.80' 30"RCP a "• e3 8 g 10 20+00 1235 d0' N + o� o, ❑ 15 PROPOSED - -��� i 13 S53'21'00"E 78.67 30"RCP n + 15 S4617'10"E 1.00' o 0 � - FN6-T6-s+$o $ -}-�3 �OppSED R� : BACKFRL + 3BEDDING k 8AMU AROUND RCP(LOAD FACTOR 1.8)<rn ' �5 N wa) W AT SPRING NNE SHALL NOT BE 1E55,RAIN THE o 6'FOR RCP W OR LESS N DIAMETER.10' 34 J10 I r= \ FOR RCA 6Y TO 108'INCLUSIVE N DIAMETER,AND 12 g ti O T• FOR PPE LARGER THAN 1W N DIAMETER.7FESE ff55 p ( DIMENSIONS MAY INCLUDE THE INIC MESS O=ANY BEDDING MATERIAL BELOW _ I I SHEETING. BOTTOM OF RCP SHALL BE EXCAVATED BANK o (b) WHERE COVER IS 1O'-O'OR LESS`W MEASURED AT THE 1/120'FOR PIPES 39°AND ¢ OR SHEETING tz W 1 0 CONSTRUCTION NOTES CRANE STRE E TOP OF THE RCP MAY 9E ANY o OI"GREATER THAN LARD IN DIAMETER,AND -- THE ABOVE SPECIFI MNMUI.UNLESS OTHERWISE EXCAVATED BANK ` E 0� -INSTA4"R 2CP STORM DRAIN SPECIFIED ON THE PRaEcr DRAYSM 4"FOR RCP LESS THAN 39'VIHERE COVER IS GREATER THAN SHEETING f ETER.IN NO CASE �_ ` (a) TOP OF PPE SHALL NOT BE GREATER THAN 10P FOUR RCPT SHALL IN BE LESS THAN 11• COLLIER I C AVENUE \ ,C^' C 31 INSTA 30"RCP STORM DRAIN v C „V C'V G 3T-INSTALL 18"RCP STORM DRAIN C 1O'C IN ER UNLESS OR IE CO IR tY FOR RCP 00 108' BELOW ANY BELL qt COLLAR N DIAMTER INLESS THE COBEDDING AT Ins OYN i • �CONSIRUCT CONCRETE COLLAR P172 R.C.F.C.STD DWG M803 E1D'ENSE PROIOES CASE I emoNc OR SiROPR;ER RCP. CONCREODO MIX E IHOE DIMENSIONS INCLUDE THE TIngRESS OF ANY o-INSTALL STORM DRAIN MANHOLE N0.1 PER R.C.F.C.STD DWG MH251 SHEERING (d) SCREED BEDDING A W AFITN THE METH AND GRADE tF e INSTALL STORM DRAIN MANHOLE N0.2 PER R.C.F.C.S1D DWG MH252 RCP,TYPE of SCREED AND RE lEn1w of USE To BE u o 70 =12RCP NO.4 PER R.C.F.C.STD DWG MH254 a E APPROVED BY THE EN(WEFR. EXCAVATION TO THIS 4'MIN LINE PERMITTED 40 0 40 80 s: REINFORCED CONCRETE PIPE DETAIL J aCole feet E Know what's below. {� M 3Mfg 47 N.. ✓J 1"= 40' �p Call811beforeyoudig J hJ�D b cA.T(LA,rs Q£(LAA1T 4ko8-IS- -RW-It23 8 MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS t:SSf CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 8m APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANDASSOCIATES1Nc. p rcN LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Inland Empire Blvd.Suite 250 ROD,/ PARCEL 1-8 OF TPM 37284 10 REVISED SO LATERALS&ALIGNMENT,ADDED LATERAL'E'PROFILE. GR 6 18 D4 $ ti 6 BENCH MARK: i- / O Ontario California91764 =e �� SCALE: TPM 37284 3A 3 �� m c CITY OF LAKE ELSINORE BM .. Phone:909.481.5750 Fax:909.481.5757 m 8-95-55: G9SLED SQUARE ON - "/ `��` `o Nm 69948� AS SHOWN ON PLANS STORM DRAIN IMPROVEMENT PLANS OF a GR 12 14 18 PREPARED UNDERaSUPERVISION OF: * -09/30/18# OF HEADWALL APPROXIMATELY 45' HEETSREVISINDNS Vc CAU1l1EAti,6 C.#MWAMTS f--f{- 1 -1- /O-5/� 5WLY ALONG THE CENTERUNE OF PUBLIC STORM DRAIN rb BRAD FAGRELL, RC 43920 DATE 5 P �OF C Y `< DATE' TTHH�IntENRLY END 1W SWILY TO OFHEADWALL LATERAL'A','B','C'AND O' CITY ENGINEER ELEv.: 127o.Ba(NAw 29) STA 10+00 22+32.00 �7`� 3- CITY OF LAKE ELSINORE ABRIEL R DRI RCE 69948 TE: ���SD J