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Home My WebLink AboutENG-2018-00380 STORM DRAIN IMPROVEMENT PLAN NO 19-090-19-091 AS BUILT CITY OF LAKE EL.SINORE 15 GENERAL NOTES - IMPROVEMENT PLANS c AVENUE 74 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE - M ..._ A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE - _.. ._.................... .... . .. ........ ...._.._....._-..._..._ - _.._ ._ r EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN rY� � � �r ` - - THE_IJMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE - --- - - - -- 7+ _ � p PRECAUTIONARY MEASURES FOR THE PROTECTION OF UTIUTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE - 1' GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. cP ry - 1 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 _ - SITE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-FIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK.CALL FOR INSPECTION AT(951)674 3124,EXTENSION 1 'r 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM,MONDAY-THROUGH THURSDAY. 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 SHALL REWIRE IMMEDIATE WORK STOPPAGE - 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT - mi THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. - TM. - VICINITY MAP -- 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY NOT TO SCALE 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 CONTACTED UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133.AT LEAST - - - FORTY-EIGHT(4S)HOURS PRIOR TO BEGINNING WORK. TITLE - - _ AND-RELOCATION AND-COST OF-ALL-EXISTING UTILI .------------- --- -- - - --------._---- --._--- — -.._..- — ---- - SD-1__- fITL_E-SH - -...------ LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING CONSTRUCTION. R ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER, SD-2 — STORM DRAIN PLAN 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 EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR EXISTING STORM DRAIN DETAILS PER CUP 2006-21 BONDING PURPOSES ONLY. - 10. ALL EXISTING UNDERGROUND UTLITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS - CITY OF LAKE ELSINORE VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY LOIN€STAR STEAK. HOUSE NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF SHEET 4 OF 7, CITY FILE NO, 937 I "AS-BULLY PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL - - - ACCEPTANCE OF THE PROJECT. _ It ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE - i REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE - TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE DEVELOPER ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN - PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER - CMCK411 A _ MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING - FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE 5200.BUFFINGTON ROAD DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF :,ATLANTA, GEORGIA 30349 IMPROVEMENT PLANS. - 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF - CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. - - ENGINEER'S NOTICE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE - - - JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED •- _ TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND.INDEMNIFY AND HOLD THE - OWNER AND ENGINEER HARMLESS FROM ANY AND ALL IfABIUTY,REAL OR ALLEGED,IN - - - - CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING.FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 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 HEREON,AGREES TO ASSUME LIABILITY AND - - HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF .. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, LEGEND OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS THE SYMBOLS CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES - AB =AGGREGATE BASE PIT =PULL BOX W/D WEST OF -OR STRUCTURES SHOWN AN ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S - - AC =ASPHALT CONCRETE POC =CONCRETE C =PROPERTY LINE R FIRE HYDRANT PARKING ROW COUNT \ RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE - BFP =BACKFL No OW PREVENTOR PIV =POST INDICATOR VALVE g =CENTERLINE o-p STREET LIGHT O OTAELE EASEMENT ITEM STARTING WORK. - BLX =CONCRETE BLOCK PL =PROPERTY LINE R/W =RIGHT OF WAY - No.PER TITLE REPORT oQ TRAFFIC SIGNAL 3. THE ENGINEER PREPARING THESE PLANS WILL NO BE RESPONSIBLE FOR,OR LIABLE FOR BS BACK OF SIDEWALK RD =ROOF DRAIN A =DELTA UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS.ALL CHANGES TO THESE PLANS _ -42Z0--EXIST.CONTOUR 1 MUST BE IN WRITING AND MUST BE APPROVED BY THE S.ALL CH TO THESE PLANS. CB CATCH BASIN RWH =REDWOOD HEADER R RADIUS TRAFFIC SIGNAL ARM&POLE ('I,L).. - 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS CF CURB FACE SCB =SIGNAL CONTROL BOX L =LENGTH � 7(It LIGHT STANDARD "I )�~ � PROPOSED STORM CL =CENTERLINE SMH =SEWER MANHOLE T =TANGENT UNUTY POLE ',- PALM TREE, SHALL BE RESPONSIBLE FOR VERIFI'1NG ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. DRAIN PIPE FROM SITE 24"MANHOLE - CLF =CHAIN LINK FENCE SPK _SPIKE M =MEASURED DATA TRUNK DIAMETER SHOWN EXISTING PUBLIC 36' f-IB'^( OVERFLOW CATCH BARN I CO =CLEANOUT SW =SIDEWALK C =CALCULATED DATA C COY WIRE&ANCHOR „ RCP STORM DRAIN I PROPOSED le STORM DOG =DOUBLE DETECTOR CHECK TO -TOP OF CURB � - PPE DRAIN PIPE FROM SITE TE =TRASH ENCLOSURE (RAC)=RADIAL BEARING ❑ WATER METER . OVERFLOW CATCH BASH OS =ROOF OF GUTTER -PRO -PROPORTIONATE MEASUREMENT cN . A 6$ EG =EDGE OF CUTLER TRAN=TRANSDON IP TELEPHONE POLE GAS METER •g^4 TRUNK DAMEETERASHOWN PROPOSED PUBLIC EP =EDGE OF PAVEMENT 2IDOO`'W. =RECORD DATA ❑ L6' 14.5 10S -- TRANS=TRANSFORMER 210pO'M =MEASURED DATA ® WATER VALVE 4 5r TA 105, PROPOSED PUBIC PjP"ESTORM fNINN ADD -FOUND DEPT.CONNECTION TRW =TOP OF RETAKING WALL 210 TOP OF WALL .00'CO-C11WU1FD ADATA A GAS VALVE NOTICE TO CONTRACTOR - xis PIPE ORM DRAM _ 57' BE =FINISHED FLOOR L UNDERGROUND (427.00) 0 1 FG =FINISHED GRADE TC =INSWING ELEVATION PULL BOX UP =UTILITY POLE 421.00 TC DESIGN BEVAIICN THE CONTRACTOR SHALL ASCERTAIN THE TRUE FH =FIRE HYDRANT ® GRATE INLET vERrKAE AND HaxzOxuL EocAnon AND srzE aF Au J NCTION STRUCTURE PER 45 jr A DUSTING STOPUBRM D AIN FL =FLOW ONE VAR =VARIABLE —CAN—=CABLE TV LINE UTUIIES,PIPES,AND/OR STRUCTURES AND SHALL BE RIVERSIDE COMITY FLOOD RCP SFDRM DRAIN 1-45'� a SIGN RESPONSIBLE FOR DAMAGE TO ANT PUBLIC OR PRIVATE - PIPE FS =FNISHED.SURFACE W -WASHER —E—=ELECTRICAL LIE UTILITIES,SHOWN OR NOT SHOWN HEREON. CONTROL STD.MR252 24'4AWCUE =GRADE - - rromANr xoT1cE SECTION A-A cu -GAS METERR Will =WATER METER FENCE --GB G GB-=GRADENBNEAK LNE 0 SERVER MANHOLE SCALE 1'=5' OR =TOP OF GRATE WV =WATER VALVE —R—R—=RIDGE LINE O -STORM DRAIN MANHOLE - S.cHDR 4YI6 Big fii n m 1101wil d` S. =SOUTH �T TELEPHONE MANHOLE s.Ruir42 6of GV =GAS VALVE --^S-=SEWER LINE "P._It roA b. � ill rood. - HP =HIGH POINT E =EAST H MANHOLE For lour Dlg M.n I.D.N-b.,o.R HT =HEIGHT -T =STORM DRAWN LINE Uad.ii-d S.,vi.AVeA DETAIL "A„ ICV =IRRIGATION CONTROL VALVE. W =WEST -T-=11EPHONE LINE CALL en RLY=NORTHERLY -W-=WATER ONE o SEAR C EANWT O ___. IP =IRON PIPE - SEY=SOUTHRLY `WALL - Qw MONUMENT WELL Two.Diking days before Too dig. - . SCALE:1D=S' LS =IXXiT STANDARD L&T =LEAD&TAG ELY=EASTERLY ® HANDICAP PARKING STALL . - MH =MANHOLE 1YLY=WESTERLY LANDSCAPED AREA NG =NATURAL GROUND N/O =NORTH OF - . N&T =NAIL&TAG EAU =� F ® PROTECT IN PLACE _ [� _ CHIN F OVERHEAD PAREOF REMOVE AND DISPOSE OFFSTE v ffDv (3Y 3il9flq N _ _d� WDID # 8 33C384666 "AS-BUILT' f,._........... _\. L. MARK REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY:. SEAL RANDY J.DECKER CITY OF LAKE ELSINORE SHEET SD•1 I --- -_ APP R. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, Q .OS�f/C• 7NMW S AaSSDGY I MS,AC QgoFES5lo41, RCE 081077 EXP.9-30-19 DATE AND A PERMIT MAY BE ISSUED. Civil Engineers and Land Surveyors - - -.- 1915 W.ORANGEWOOD AVE,sum for y pe?°` E�+�p REVIEWED BY: 18601 DEXTER AVENUE Z OWG!CA 92668 Na.81077 BENCH MARK CITY OF LA CHICK-FIL-A RESTAURANT NO.4261 OF SHEETS - . eLp144 4 - (714)935-0265 (TWIN 9J5-01a6(FAIL 4. INSPECTOR DAl'E .. of .. ELSINORE BENCHMARK ND.B-95-55 I N .--...-..... .-. . . . . - .REMON HABIB,RCE No.83156,,.,.,.., .-- ._.--.... A _.__.... ._.._._... MEJGUJH --- ------- ---.................03118/19 .....---...- .-..._.. �4. � ......_____CHISELED SCALSOUARE ON TOP OF HEADWALL FROM THE AP ROXIMATE NTERSEECTION OF COLLIER TO_-._.._ ._._.. ... -T - ACTING CITY ENGINEER OP ClWW4 - - -- _.. ...... .. ... ... _ .- CITY OF LAKE ELSINORE. .......... _-_.._.. .__._.... .-__.._. ._.DRAFTED BY .._--..._......._.... ..... -..DATE ....-..-_. .._....._....._... _..... .... .. .. -... .. .. -._..-_. _. RM-STORM -IMPROVEMENT FII F N .._. AVENUE AND THIRD STREET 45 FEET NORTHWESTERLY ALONG COWER AND TITLE SHEET 45 SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL. - �'� • 3 PJL Qt.. ___- ___.__. .. ._. ... .. _ .. .... . ... - _ - I- .. ..t T.J. s i 1 I 171 _.__ _ _ .-. _. ... _ ._ _ _ .. _ _. I I T .. .. - _ _ ._.._ ..---....... .... ........ _....1.-.. .... - 777 .011P y - ;- - N. - -- _.l_..__.. _-I ON 1�I'PVH r.D=37.66 CFS � _ .._ .... ._._ - 61 - - _ _ _1 - -- -- -...._. ... . _. ._._. ....-.. .__. - _ _. _. -._ _ ... D. :I. . - CUP..906= is I _ _ 9 = ------ - - - - - 1- - --- - }MCP ; ( RM :I _:, I :.l.. , I - - - RO S - .. __ - - -:: - N:-PIP - - 1 - - - _g --6-I C -... . ...... .....--- __.._..-. ... ... . _.-_.._ - --I_,LL .. - - -- - . .: -� _ 283 - �- - - - -- - 000 .. - - _ - _. - - -- - - - ---,.-.EXtSTING�TORM ORAL =PLANS.. , 6 _ _ s _ ----. _ -- --- -- - -. ._. ....._. _.-. u-...: -- - _.._.- N _ :: :_ _. _._ -- .. ... _._. ._-__. _. - - .___ .- ... ..1 _I - __ -_.._ - - - - - - - - I I ER E 2 94,-2�....... .. . ._ •=_ ._s. .... _.._.__1... -s ' 1.. -. - C:P. TO _. ..... .....:. CTYFDF'L71KE-ELSt 0 _ _. ..._ ---- ' ---. ... ._ .. ':1... t _ _I - - PIP- ._._ - - -- - P 1 -. .. . N _ . T N R 28 - _ NEST R+STEA OU E . - - - - - - '-- -_..__ W_: ..._. 1 . �-----_. i 7- - -- - --- - - -- �__.._ i -L_.. ._.�,-_.-.. :.... . GL_ ..C TYLFI E.. -- - - - -. _-._ - - _. ..._ 1..... . = - - PLANS I . ..e 915y � 12B _.......... ... _-...__ . _.. .....__-. _. _ - - __ ODq_ i . MANH PAR ._ .. _ :--.:-.... _.._.. - --- __ _ __. ... _ _ .. - - - -- .. ........ :. .- .... -_. " _ _�-CffTDF, KE--ELSINORE'flf _ _...... : - - - - _ - -- -- - - - ._I. - - Y g_10 A@ 5IEAlCll5 - - I -..... IIY� ,.--1= -__ - ._.. -�.�_l f..__.._.._... ....1. r __•-1 _ u� _ .__.- _... __ -__ _...... ..__, .__-_1_---� _N I._- ______r`i _._� - __-_4.__-- _._i._._1._.'" N Z1. - I .IQ I:.:: _ - - __ __J_ _ _ '_t__I 40 .... O- _._ --- -.'_.-. F" U to r .... _ ._ ......----__.- ... ... .-. _....._. - - - - - - _- ::._I.:_' - - #. +. -- - - _. _ -F SCALES: - -.._._ - _.... _ _..... ! -- -- - - - ._. -- -._ .. -..... F _ .. ., ._ _"--:. J-': 1 .:..._._.. ..----' ...: .:-- '' .,.. ', :_ ,- _ `-16� - C-S M - -F- ,-1 .- - :- _ N _ � - I T A �1NP1 -_ R _ _ _ - , I - -- - _ - _ -_-- _ 4tQ.0 1 1 3+50. 1 3+00 2+50 I +q0 F _ I 'f STA 3+93.25 r, 1285.15 GR� J_ -10D JOIN 36 PIPE 1277.E ! PR NB 7ro3'ta'w INV1 90' I /� EASEMENT NOTES - I (STA 03+83.24 1N T i\lr)� 2C�68-_O 1O199 0,1:7, REFER TO TITLE REPORT FOR ADDITIONAL INFORMATION AND DETAILS: (STA 3+98.0D) P/L�_ (ECR) / A.P. ��-DD�aSy Q ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM FREEWAY HAVE BEEN I RELINQUISHED IN THE DOCUMENT RECORDED OCTOBER 10.1978 AS I \ I / / -�-' STORM DRAIN CONSTRUCTION NOTES & QUANTITIES I STA 3+92.55 J J STA 03 86.40 / 11/ r�{s 107V� ,�7 Ar7 f (1276.88)t INV-OUT J 1 1277.02`SD I NV // y nT�AK HOUSi✓ INSTRUMENT NO.213OUN OF OFFICIAL RECORDS. OF \I \\/ / // I 1 // / 10 POTHOLE AND VERIFY THE EXISTENCE,LOCATION, SIZE, r 1280.02 SD, NOTE SAID DOCUMENT ACCOUNTS.FOR A PORTION OF RELINQUISHED ACCESS RIGHTS \ + STA 3+89.88 J /' 9O / AS SHOWN ON THE SURVEY.RELINQUISHED ACCESS RIGHTS ALONG THE ( ./ `''/ I /%� �. DEPTH,MATERIAL;AND.CONDITION'OF EXISTING 36-INCH t282� ELEC / / CURVE DATA a / STORM DRAIN PIPE AND EXISTING WALL FOOTING AROUND 1276.98 INV-IN SEE TAIL-A'ON \ I / - WESTERLY PARCEL 1(RI)LINE ARE SHOWN PER CALTRANS MAP(R3). I I / / 1285.34 RIM / SHEET SO-1 \ / NO.DELTA ADIUS LENGTH - / ;, r/ Y^ STORM DRAIN PIPE. REPORT ALL FINDINGS TO TRUXAW - I J - � � ® AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES,RECORDED � � � / 1 /J / &ASSOCIATES.PRIOR TO CONSTRUCTION. _ D1 68'03'45' 22.50'26,73' APRIL 16.2008 AS INSTRUMENT NO.200 8-0189 71 5 OF OFFICIAL RECORDS. 10 5 0 10 I 20 30 / 102 \ \\ \\ \ / D2 4515'33" 22.5 16.60' IN FAVOR OF: SOUTHERN CALIFORNIA EOISON COMPANY,A .. � �/ \ DOyL / //� // / 107 / \ P / /: 101 CONNECT TO EXISTING PIPE AND CONSTRUCT STORM DRAIN 1 \ /� CORPORATION,ITS SUCCESSORS AND ASSIGNS / / 1' ��!/ / l D3 55'14'04" 22,50'27.69' / MANHOLE N0.2 PER RCFC SM.MH252. _ AFFECTS: AS DESCRIBED 7HERON SCALE: 1-=10' � � / / 1 Epp. / / / (1 MANHOLE) / \ STA 3+81.9ts h' \ / /♦ _ NOTE THE LAST COURSE OF STRIP NO.4 N SAID DOCUMENT APPEARS TO BE IN . \ 277.00 INV ECR I 1 1 / / ERROR.THE COURSE OF NORTH 43'4Y52'EAST IS PLOTTED HEREON INSTEAD I �� l / I I /1 // tp PLACE 36-INCH RCP CL IV 2000D STORM DRAIN PIPE PER \\ (I285.39f)FS 1/� ' ' \ Il/f // �0 ~' 7 - OF NORTH 43'43'52"NEST AS STATED IN THE DOCUMENT,IN ORDER TO ALIGN I /( // / /J,/i/ - RCFC DESIGN REQUIREMENTS. INCLUDE 4-FOOT BEVELED 1286.0 'FG !!! / WITH THE GIVEN DISTANCE AND CONNECTED TO STRIP NO.5.PER THE DOCUMENT. / SECTIONS FOR STORM DRAIN AIJGNMENT. PIPE REDOING \ +7 / (1T / / AND BACKII PER RCFC STD.M815. - / .!I p /. 0 J ALSO AN EXISTING ELECTRICAL VAULT IS LOCATED OUTSIDE OF STRIP NO.5 - i �/ O. /ac"/ / (253 FEET) \.STA 3+66.29 // ! / C I ALONG DEXTER PUCE. 1277.28 INV BCR \� L / r� / f / 0 / 1 / l// \ r 05 THE TERMS'PRONSIONS AND EASEMENT(S)CONTAINED IN THE DOCUMENT ;EXISTING 36-INCH RCP i I VVV (1285.69t)FS 1 : l / p I /�/ / i266.40f FS 1 - I / ENTITLED'FREEWAY SIGN EASEMENT AGREEMENT'RECORDED APRIL 18,2008 PROPOSED EASEMENT / � -oc- ®0 JOIN EXISTING 36-INCH SI]PIPE WITH CONCRETE COLLAR 1 //"sl 11/ I AS INSTRUMENT NO.2008-0195591 OF OFFICIAL RECORDS. i / II�YI /// // /// -� f PER RCFC STD.M803. . ••- J I 1 ' 1277.49 / / ! �.{ I NOTE THE EXACT LOCATION OF THE FREEWAY SIGN EASEMENT CANNOT BE DETERMINED �� / / // /6 / // 6 / I n` (1 COLLAR) „g INV I/ 1 / p I FROM THE RECORD DOCUMENT.THE SHOPPING CENTER FREEWAY PYLON SIGN IS LOCATED AT WESTERLY CORNER AS SHOWN ON THE SURVEY. / / / ,/ / RIVERSIDE COUNTY'FLOOD CONTROL = RCFC (1282.5)FG� / I m AN EASEMENT FOR PUBLIC STREET AND INCIDENTAL PURPOSES,RECORDED -- --- - / 1 /I /r 1 OCTOBER 09,2008 AS INSTRUMENT N0.2008-0546334 OF_7FFICIAL _ S / /! `------- RECORUS,------- -- --- -- D=252636" / 0 1 \ r\ \ i---- ' / / / � \ / W FAVOR OF: CITY OF LAKE ELSINORE,A MUNICIPAL CORPORATION, R=350.00' STA 3+26.72 I I U / l 1T5 SUCCESSORS AND ASSIGNS .- 1277.79 INV ECR _``. L=l55.42'(DE) / r JJ f I AFFECTS: AS DESCRIBED THEREIN {1285.753)FS // / / I / I 1 I 1286.60f FS /I EXISTI G 36-INCH RCP Q7 AN OFFER OF DEDICATION FOR RIGHT OF WAY AND INCIDENTAL PURPOSES / _ / RECORDED OCTOBER 09,2008 AS INSTRUMENT NO.2008-0546335 OF I TO QE REMOVED PER CITY `` �`\ OFFICIAL RECORDS. / // I g 4 PROP.ELEC. I / /� kl 1 1 Y I SP/FE,CIFICAl10NS - --- TO: CITY OF LAKE ELSINORE A MUNICIPAL C90PORATION, IT %"ESSORS,AND ASSIGNS / '1 1 I \ \SD _ ITEM(S)BELOW IS NOT LISTED IN THE SUBJECT Ilia REPORT LISTED HEREON: STA 3+10.12 - ! "I 10 / / / \ OA EXISTING.15TOOT-ZUBLIC STORM DRAIN EASEMENT,SHOWN PE9,UTY OF 1 � / 1278.01 INV BCR 1 - r / / I \ \ LAKFELSINORE GRAD(NG-PUN FOR LONESTAR STEAK HOUSE DATED NOV.2007. UNRECORDED / (1285.84t) FS j I 1 / / \ \ \ i �/ STORM DRAIN / / // / EXISTING STORM DRAIN PLANS PER CUP 2D06-21 1286.60 FS I 1 1 / / l \ \ /(NOT RECORDED,SHOWN AS REFERENCE ONLY) / I / / \ sa _ CITY OF LAKE ELSINORE I PROP.SEWER �' I / / / / El / LONESTAR STEAK HOUSE ELEC.TO BE REMOyED I / 1 0 _ _ _ ! c_ k (1280.09)INV-SD - / / /mow/ 5Tq / ��\ / // SHEET 4 OF 7, CITY FILE NO. 937 EASEMENT TO BE I /. �_ \ r _ _1_ _ - � - s 1279.09 TOP-SEVER I 0/x QUITCLAIMED I 1 1 - / / _ - - _ SD_ _ _ �C` \ _�_~_ _ - _ sD - - - - - - �sD - --- �'_ _1280.07 INV- -/� I03 00 � `` fC g� / \ -_ -�,` - - - - ' - SD- - _ SD - _ - I/ ll /6,DOA / NOTICE TO/ /l 1 rHE cwTw,croR sxAl�5eE2Tux THE iRDE - - 1279.75 INV D 0128 - _ - I / �O I VIRTIcAL AHD HORIZONTAL LOCATION AND SIZE OF ALL p f 4 7 ' / LH Tl6,PIPES,AND/OR STRUCTURES AND SPAM BE Q� 1 1279.10 INV o 1279.43 INV 2+n0 ��y - tD IN, / / / RESPONSIBLE OR OANACE TO ANY PUBLIC RR PRIVATE O 1 1+67.71) J / / / UTILITIES.SHOWN OR NOT SHOWN HEREON. I V /- STA 2+99.08 / J_\- v �� - 1 78.15 IN ECR -STA 1+35.28 JOIN \" // / // ! �� / / / IMPORTANT WOTCE 0 - \ \ (1286.0zt Fs _ T� (1280.26) INV I / I I/ 1 / S4. ! S..1i..♦21B a1 M.0......t Cod. \ 1287.0 F 3 5 - 1(1286..50ifiFS_ t� I I / ! �\ /- OQ/ 1 < s `.°N.oe,a°I..�a't�"id-o.. 1278.32 INV 1 R - 1287.05 FS I 1 1 -1 '1 f E. n. EDP ANTI I D.H.m wB � r PermH b C.w.ale•rill 6e valid. \ 1278.78 INV toe 4 _ - I ! I / / I I I U.d.FRP..�d S.r .All \ STA 2+72.35 _- - CALL- 4 r / 1 T.. IdlR dayo Defan to.l dig. ' sILLBDARo 1278.49 INV BCR _ _ r _ _ _ - - - - - - - - - - - - - - - - - - - - �j ---------- ------------ \ It �I 49 4✓' E'�AP! -ILLAR .\\ 8632 FS'=- -- - -_ ---- - - -- - -- - / D� \ � - � - - � - - Nsr,Ts � 1 �� t / GRADING PERMIT # _ - - ______- I _ .._._. 1 _ HEAD BtUeOggp - -- -- �JDb ( N43.4.9'11 E 142.98'(RI) '� JgEIA'/ I 11 \\\r' y _ ID 8 33C384666 " L- y ' ' - I "AS-BUILT' \• L ---_ MARK REVISIONS APPR. DATE THE BE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NATHTHE PREPARED B�Y^^� SQL RANDYJ.DECKER CITY OF LAKE ELSINORE SHEET SD-2 APPROPRIATE CONDITIONS OF DEVELOPMENT ANDIOR CITY AND STATE LAWS, 6NL.....+.J jam C� 7WAW A AGATE$ W. F SS1 RICE 581077 FLIP. -30-19 DATE y ._.... .... .. .. .. ... AND A PERMIT MAY BE ISSUED. _ CIVIL Engineers OR�I LORd Surveyors__- -. ��pR REVIEWED BY: ... ...... ... �..... .... __ - ..._ .. ....-.. _ U 1915 W.ORANGEWOOD AYE.,SUIT 101 „ �� p y 18601 DEXTER AVENUE- -z ORANGE,CA 92868 W aM077 A BENCH MARK:CITY OF LAKE OF 3-22-20 1 1 (714)935-0165 (714)935-0106(FAX) INSPEcroR. DATE CHICK-FIL-A RESTAURANT N0.4261 SHEETS ELSINORE BENCHMARK NO.8-95-55 SCALE: DATE: ELEVATION=1270.6E FEET(DEC.1995) FILE No. J REMON HABIB,RCE No.83t58 - DATE MEIGI/JH 03/18119 sry VFL - CHISELED SQUARE ON TOP OF HEADWALL,FROM THE APPROXIMATE INTERSECTION OF COWER STORM DRAIN PLAN ACTING CITY ENGINEER - - - $OF CALF AVENUE AND THIRD STREET 45 FEET NOR1HWtS1T1tLY ALONG COWFJ2 AND CITY OF LAKE ELSINORE DRAFTED BY DATE 45 SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL. --_y