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HomeMy WebLinkAbout93-80_93-91B --'!le -- - -- � - -----+a-+--- ----«------- -DRAIN W TO BE DONE - STREET AND STORM IMPROVEMENTS WORK `- The Improvements consist of Strut and Storm Drain Improvements lo be done according to the Plans, Ile WLW Standard Specifications and Standard Drawl q, d the pedal Provisions. Y K nn s an e 1 e i STANDARD SPECIFICATIONS ----------+------- 1. Standard Specifications for Public Works Construction,1991 Edition. l DOWNTOWN WEST - PHASE I .'I°' v I �Y• 2.�. Elsinore Valley Municipal Water District Standard Specifications.3. Riverside County Flood Control and Water Conservation District Standard Specifications. r`Y p ••1� I ILAKE ELSINORE CaliforniaCafoniaa Department of Transportation Sign 3pecction. $ I} t I I I t , f , ---y,,.,.�____e�__A STANDARD DRAWINGS � ---+ ---- 1. Ri acl( verside County Road Improvement Standards and Spcationa. < c1 �I' dwha�hklw 2. Riverslde County Flood Control and Water Conservation District Standard Drawings. '1 i I Phi i i 3. Standard Plans for Public Works Construction. i Ir I VICINITY MAP GENERAL NOTES -- 1. The existence and location of any underground utility pipes or structures shown on thou plans �� were obtainW by a search of available records. Approval of than plans by the City of Lake a Elsinore does not constitute a representation as lo the accuracy or completeness of the location, nor the existmcs or nonexistence of any underground utility,pipe or structures within the limits of the project. The Contractor is requited to take oil du precautionary measures for the s (' protection of all utlllties,pipes or structures whether shown on the"plans or not Any utility damage during the performance of the work shall be repaired or replaced to the satisfaction of the governing agency by the contractor at his expensa. 2. AN work shad conform to City Codes,the latest edition of the Standard Specifications for Public Works Construction,and the Standard Drawings. It Is the Contractor's responsibility to be it Iarnils r with thane standards and coder at all times. 3. The Contractor shall notify the City Public Works Inspector 48 hours prior to beginning any work. Cad for Inspection at(909)674.3124 ext 244 between the hours of 9:00 A.M.to 4:00 P.M. Monday,through Friday. LEGEND - C. 4. Contractor shall maintain traffic control In accordance with Caltrans Traffic Manual and WATCH N.T.S. (� GJ Guide at all times during construction as approved by Clty Engine or his representative. a Z Failured require Immediate work stoppage. CITY �O F LAKE E L S I N O R E ® R/Z.AND YO CDN7RDL 5. t shad b the so shas Me responsibility of the Contractor to arrange for the necessary relocation of any ® YERIMAL LON/XDL utilities. Contractor shall notify all utility companies involved at Met 48 hours prior to beginning . ® /NR/ZDNTAL CDN7RDL r work tA004224133 Underground Service Alen S. It shall be the Contractor's responsibility to have a responsible representative at the job site at ol0 L/dl/T POLE - all times during construction. FISCAL YEAR 199 3 1994 oro '°W�"D� 7. The Contractor shall be responsible for the clearing the proposed work area,disposing of tlalaterios materials,and relocating all existing utilities. The Contractor must Inform the City of - 075 A99F//C S/6N41 I Lake Elsinore of his construction schedule prior to the beginning of work. or SIGN 8. Ali underground facilities with laterals shall be In place prior to paving the street section, O Sr STAND AIPF I Including but not limited to sawar,water,telephone,electricity,gas and drainage facilities. 9. Ali strut sections are tentative. Additional soil tests will be taken after rough grading to ONN MANHOLE detanni a the exact section required. Section thickness shown Is based upon the minimum NO,yrN OWY 10110E CWATER) 1 - section allowed. Q PH FIRE HYDRANT 10. Ali existing underground utilities and structiires must be potholed and elevations verified prior to FhIN F 5 . INUT construction. The Engine of Record shad be notified of any necessary revisions to the O al ORA/N Engineer approved plans. The revisions shall be in the form of'as built'plans submitted to the City CIS arm BASIN Engineer for approval prior to the final acceptance of the project by the City Engineer. o re TELEPHONE BDDTN 11. All existing monumentation disturbed or destroyed during construction shad be replaced to Clty standards u approved by the City Engineer. Centerllne ties shad be furnished to the City o Ma MAIL BOX \ Engineer at the sod of the project before acceptance Is granted. i W orr FUG POLE 12. An encroachment permit shall be requited for all construction work done within the public rights- L!J � TREE of-way. Before issuance of said permit, the Contractor must provide the City Engineer with a = ,ram PA1M 79£F Certificate of Insurance and required bonding for public improvements. The encroachment ca `d1' •a..' .permit must be present at the job sits during the total time tame of project construction,along M� I*approved sit of kaprott ment plans. Q 9 g /NOTD CEN>Fx Y uic UNDER C STORM DRAIN NOTES W) 1AAT/RUCDN A 1. hie Contractor had construct the Storm Drain Improvements shown on the Plans In y 4h ® CANOPY/ D O Farman with tit requirements of this Riverside County Flood Control and Water h ru- -�onurvation District's Standard Specifications dated September1984,and Design Manual `' W ul Lu I I--1 BUILDING 12 }¢St�andard Drawings dated May 1971. O = LU W E-f (7) 2. NA stationing refers to cenlerdne of construction unless otherwise noted. .•yLL V� j N 3: FENCE ' 3. Stationing for laterals and connector pipe refer to the conw c rlineontortine Intersection station. ~ MASONRY WAIL 4. Forty-eight hours before excavation,the ContractorRETAIN shall call Underground Service Alert at 1- ~ - C BW-422-4133. RETAINING WALL .. 5. Elevations of utilities we approximate unless otherwise noted. SU ER AV CURB - - 6. Openings resulting from the cutting or prtal removal of existing culverts,pipes or similar O ASPHALT SURFACE _ atructiues lo be abandoned&hall be usied with 6-of Cis"-B-00=610. 3 N at - 7. pipe connected the mainline pipe shall conform Junction Structure No.4(JS 229)unless -'�-- D/RT SURFACE to otherwiss noted. p ______C�NG_ 8. Bedding pipe wdh loss than two feet of cover&had conform lo Loa Angeles County Flood CANCRE7F SURFACE W �GUARDRA�L Control District Standard Drawings 2-D213.3 and 2-0177 for concrete backfill In trenches. All , other pipe shall conform to RCFCBWCD Sid.Dwg.M815. 7947 LINE j 9. -,P Is the depth of Inlet of catch basins measured from the lop of curb to Invert of connector BRUSH L/NE pipe. WAIER LINE- 10. Catch basins shag be located so that local depression&had begin at exWing curb return joint, unless otherwise specified. / EALD AVE. INDEX CDN70UR � 11. All curbs,putters,sidewalks,driveways and other existing Improvements to be reconstructed In / APPROX. INDEX CONTOUR 1 kind and at the same elevation and location as the existing Improvements unless otherwise /PROX DN7E CONTOUR noted F �� a"1- APROY. 11FRNEDIAIF CDNT0IR GUARD /DST Underground Service Alert J SHEET INDEX Call:TOLL FREE BENCHMARK & 1-$W - .._ _ BM NEL-38-80 Elevation-1264.84 1 Title Sheet From the Intersection of Graham Ave.and Lakeshore Dr.Southeast 0.2 miles along Lakeshore Dr. 2-9 9 Street Improvement Plans 422-41.3.3 1 SHEET INDEX the LOCATION MAP the Intersection of Scrivener St and Lakeshore Dr. 51'+/-South of the above Intersection,1'+/-East of 10 Typical Sections and Details 4•diameter fence pole,93'+/-South of PPN12231,t'+/-South of Survey Marker Post 11 Storm Drain Improvement Plan ( O TWO WORKING DAYS BEFORE YOU DIG - - 12 Connector Pipe Profiles and Details a N.T.S. /o Tm.S. REV/SED sHE£/5 2-/Z RECOMMENDED FOR S Ft5s S QR�F lit APPROVED BY DATE IS S SHEET NO. -� �a p Z APPROVAL Ypo �� ."+L�. ,A/ CITY OF LAKE ELSI NORE .N IN THE COUNTY OF RIVERSIDE CALIFORNIA a Z CONSULTANTS, INC. T TIMOTHY M.OMELL carwua.nhsb Govermhanhal Agwhciu - 5rREET AND 5TORN1 DRAIN IMPROVEMENT!.1 I N0. I aO R.C.E.NO. 044W EXP.DATE 3/39/9G 16660 West Bernardo Drive-San Diego,California 92127 DOWNTOWN WE15T-PHASE I Ext>3 31 9// HESE PLANS HAVE BEEN EXAMINED,AND THEY ARE IN (619)451-6100 FAX:(618)451-1694 iFISCAL YFi4R 11a1a�J-1994 OF 12 SHTS O Thepivate enalneersgnina these plena le rseponslde Wring the eccuncy DATE r f * * ACCORDANCE YATH THE CONDITIONS OF DEVELOPMENT,CITY NO. and adospfabaity of the design hereon in the event of dlscrepen-aamino&her CHECKEDB ��' O.'": � f P ORDINANCE,AN STATE OF AUFORNIA LAWS,AND A SCALE my approrel or during donatructbn,the private engineer shell be reaponaibb DATE BY MARK APPR. DATE -(Opt f F CALIFD frr �� PERMIT TO T BE 155UED. AS SHOWN BENCHMARK to,determining an occepeble solution and revising the pen.for eppn>val by ENGINEER REVISIONS DATE PE OF tEOQ /f � 5EE ABOVE FOR W.0. r Me county. DESIGNED BY TM.S. DRAWN BY tF,C.E. CHECKED BV OA.X 9-7-g3 CAL TR NK L T C R.C.E.No. 21837 OTY ENGINEER DATE I -1 --/, KC PIee9/2i 25 EL.-/323.75 ul h '11lX.N6. V ul _ _- �4 LT i. V4i=8.40% G2°Z.os/ QR/w 2 7T -_ i-- Y9�co (TYF) 1 D m W l'1 z Stu I _ T T) EX. LT TC. 1�. to crm k �vIW j +�^ m m W�9zKI - LT ' i gm k I� EX LTTC. NN m m m ��22k CO m W h �� nm g �^ Im�Nt rr ii ti /20'vc.Q W ' t 'c9 19 m l s 8.w�/G2=✓.33% .yNF h� 1, � � `x tl�� ` /gym Co.70 I J 41 �v -- I EX./00' VC. tD EX FS.@ V<20/,;P/,. U) �... .. �. Lr m� 1�. � 37y) ne E/. .� R�� ' ` r, i is 10 R IN N �� _ � / RT TC� c o Pr,@/Of75 / fi / V, EX RT TC. - EL.=1.31101 U 4r � \\\ W ti ti m m Ui R\ Q2 EXA16eRlw \ 'mm �m CT2=8. 0/ o g ��.�� U 1 ti m m � '/�_ 11 ti W i m m \ p W 4TiTC tim � Ex.RrTc �i � aF }._. Nm � W Ili° Ex.FS�� {.� ° U7 ¢h ti • o _ 6 / . .27' oN �I �e �u ° �uueERr.rc / gry �m N � � s� o (Tyr) ! omComN rt ��6/ /V K X PI�/T�+35 I'1#5 �� W g N PIO to r7s PRQ=I I I I I +_ RT TG. K EL=l3/O5(� HOR I Z I"= 40' ma 50, uC. 62=3.83% VERT I ----� _ t AT.TC. to o� J1 12 1'3 PLAN 1"= 40' 14 1'S 16 SCALE FEET 40 20 0 40 _ I " DISPOSITION NOTES ❑1 Protect in place. • " •, _.. .... -. _ .-. ❑2 Relocate. `K Adjust to grade. - © Remove. Adjust Sewer Cleanout to grade per EVMWD Standards. g Relocate Water Meter per Std.No.700. I( z Relocate Fire Hydrant per Std.No.701. � p ® Adjust Valve Box to grade per Std.No.703. D ❑9 Relocate Mailbox per Std.No.811. DC 4 ® Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10. < © Adjust Manhole to grade per EVMWD standards. i Z © Relocate Sign per detail on Sheet 10. Z EX/57'CURB RE7 OATH 13 f j� FUT CURB REZ g4TA O CONSTRUCTION NOTES � 9f56.53 HEALO °J IJ 1 Construct Street Section per Sld.No.104 or Std.No.105 as modfied M d=90'O/'27" Ur b typical sections and detail on Sheet 10. D EX.ECR R=25' •'Ar Ui R-2c�' Y L c 9928' W U ,Q 4 2 Construct Type A-6 Curb and Gutter per Std.No.200. !0*00.00 M9NR ST. HEALD AVE. �(&YY1:r T- zsol/ ° Q m �"° \ �` W ° Q SUMNER =_AV_E_. r=w.9�' 3 Construct A.C.Driveway Approach per Std.No.206. L1 0+00 NEALO V U.W N 2 aAr x ? I 9f57.02 SUMNER 4 Construct P.C.C.driveway approach per Std.No.207. �� �/ 3 ci y W N c7m ; 3 W c j VT W C X u 5 Construct A.C.Dike per Std.No.212. 9 U 3 3 R O 3�T pl. W '�. O V d) 40' 4 , EX/5T BCR /8'FRO N NR-N•�V J �oNIQ..\ X 6�1YY ur W R �y 2 ?xC R. W r J I / FUTURE 8CRG�25' jlle` 6 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter N 'Wbr ;/ I / 79.BO MORR ST Depression per Std.No.311. �MN ! r[o M I 7 Construct P.C.C.Sidewalk per Std.No.401. r�l9UMME,2 3 `y 8 Construct Alley Apron per Std No.500, -�( I 3to,� 9 Install'Stop'Legend and Limit Line per detail on Sheet 10 I I Np 10 Install SW1o0'Hill"and W6 speed(10 MPH)we signs per detail on �> _ - �_ _ - 11 Street light to be installed by Southern California Edison. >s • � -- � 'y �,� � � � --�'-= 12 Install W53 No a Through Street sign per detail n Sheet t g o 10 /5 e - IL 15 13 Join existingor new Curb and Gutter per detail on Sheet 10. ti - cM O SEE SNT.3 14 Apply tack oat and construct variablethickness A.C.overlay. o - t -' ---- -w�-- G- '6A - - - - -y= 15 Remove exist Bituminous Surface and construct Street Section per Std. ~-_ _ --- '--- - - /G/ _ _ No.104 or Std.No.105 as modified by typical sections on Sheet 10, --- - Grade and compact dirt driveway or alley per detail on sheet 10. x - ��1 2 � [ / � � 9• -� ( a I Salvage or replace any existing gravel. Install W77'Stop Ahead'symbol sign per detail on Sheet 10. /0+4301 5awNER 9 Masonry P /Of4297 HEALD II < _ 3 '0 I I II FUTURE ECRC�251FROW¢• 18 Remove and reconstruct existing Mason Wall per Standard Plan 618-0. - � I � V' ° I � 19 Construct 4' thick P.C.C.Drivewaysurface. PUTU _ I . Ill/ I \ �..., ur 6n1 Ltl 0 Construct Cross Gutter per Std.No.209. P -' r FU C K1 `n xx r £ _ 4 A,89'57'S9" W R, ti1� O W ^ V UURB 1 Construct Type D Curb curb height varies)per Std.No.204. oU90"cb'24"A �0�JJ L .39.26' J N m 3 h 3 n N. n �4 V C9` 9 l0 1 T.24.99' 1/ 6 MOHR STREET T3 [�s 3 u, T=25o u' vv O W u � � z NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS D PUBLIC TO CONTRACTORS REVISIONS: SSI SCALE: 1 / 1 Z PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CDR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND R R.C C. ON APP OVER BY: C AVAILABLE RECORD INFORMATION. THE CONTRACTOR COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS / REL75E0 of//-£EPLAN AOOEO O/�/L° CITY OF LAKE ELS I NORE SHEET 1 1 RECTIVE GRADING. IF REWIRED. REFER TO SOILS REPORT. DURING THE COARSE OF CONSTRUCTION OF THIS PRO- Q N �y • O,IZ(. ,AI•f c� 1•=4D� BSI Conwltonts,Inc w 1 .� THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- JECT INCLIAING SAFETY dF ALL PERSONS AND PRO- AoOE/' 3/GNS P>T LT .�4/O� c� raso ws..�a°o-. IN THE COUNTY OF RIVERSIDE. CALIFORNIA ANY WAY FOR BIDDING OR CONSTRUCTION. IT SMALL BE THE FELTING THIS PORK AND ANY DAMAGE OR PROTECTION = (C Z R.C.E. N0. J44/BG DATE: S•i D CA Y21]] 2 S_A PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- rTl CONTRACTGR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION W i m (ell MOD STREET /li'1PROYERENT DEAN OF THIS PRDJECT TIE CONTRACTOR SMALL VERIFY THE TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ti EXP. 3/)�/4L DATE: 4�3 93 37 QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- FEB.,93 EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- NO.f)441tt6 UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM EX,,. 1 04, z THESE PLANS HAVE BEEN EXAMINED. AND IIEY ARE IN M,9HR TTREE7- 12 UTILITY LINES AFFECTING THIS WORK. IF A CON- ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT. CITT RENCH VARY: OF-SHTS -- CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED, THE ENGINEER MUST ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- P /♦ ORDINANCE./AND 8T TE OF CALIFOIINIA LAWS. AND A FROM HEW AVE.RJ SUMNER AVE. BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED NECTION WITH THE PERFORMANCE OF WORK ON THIS PERMIT TO CONSTRUT MAY BE IFOIU41. T' I CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM ,J' P / SEE SHEET 1 STA,101p0.00 70 STA_ 1G+19.80 FILE NO. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULT- RK V NS A R DA /a V PREPARER OF THESE PLANE. �EININEER PRIOR TO THE CORT OMMENCEMENT OFWORK ING ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY,TM.5. DRAWN BY, C.E. CHECKED BY, G'.A. IF OF CAl\\0e u.0. FOR: F.B. [T [A R.C.E. CITY ENGINEER i ;2 V ZL d 4 Ex'N6 m 50q •yll _. I �%V W Z m k N.T ^�m 11 .. ._ S N �o�o OhmV. C P, u u v g� O � m m FUTURE L7 TC \ �' m 2 m m no s U y p + Qp ti I' v For L1 Tc h m\1 /.� 41� rim �� c4SF Xr n�' vW �pN N� h� - /kll-.fro - 37 \ Nl SEX.LT 7rC. QQyy' '\ ,11, N 'u. / W N - - _. .. U \\ NM U� � J 2 }m U �, V i hip mg- 1335 / 'Vc. N e m\ e ti v U p v 73 \ .a� q�, �9 ti � N uY V , 'V h / �� .h� Lr7 M O N PN NSvc. LTTC, '� �. NN } / I $� - �. �y �� ��\tea FuruzE / \ N - � 1 L1 133587- -�m + cv •+-N N n1 N �" \ ti\. i W M/IC-/'/3.50�6z=¢ o., l n EX.rtF.5. Uri JJp!�O�/7 6i / �l m W PI @ t05 O Q N W �m �Lx146.7s -/33D w m G 8.37�/.,Gz=-9.a8/ k \ �` 6 N 3/ WG.O - r Pf. EL f�y2.2o y N N / m . U X.NG @..e/W ? __ S F 7Z19C ,e-Te \ N V N m n N P // / \a. o ,e7 TC - a.soY, �� ^�N mm O \� 433 � \ Nm oQ:' - U + \ KT 70 N Qj .s' / XEG P�x �/uTURE �. a�4 8 /330 r ? P .� 9 Nm 7-r_ RT T.C. On x.RT TC. FUTUR -. - Z tr m �j m U Pz.=zof5o ~ %/ ti (TYP) RT TG Gl TT �, U e V \ \ G CL a-R 77Y O RTTC. � W J Q � � - JI- R - �Y \ o �9 SF N\9 R/WWc p ` a -.. .�i--- _ �In m�EX. RT TC. /N Ck N S N 8 - _--_. Q)`rAR \RI V .2/ c(lUV a OU. Y c-5 }-� Nm ��c�c NN loo'vc N HPR�IL4 RTTG. 27 G/Bt �i�K $��. 4 � +m ....� /4 o g m Ox $ }N }O PI @ 22+50,EL=f326.l9 { PLAN 1"= 40' - 1 h�1 � aI` NWT G/ 7.26/ G2 l450� la 19 20 zl 2z z3 t¢ �+ SCALE FEET * 40 20 0 40 80 f `y DISPOSITION NOTES • �,` ❑1 Protect.place. Relocate. '•• 30 Adjust to grade. 04 Remove. Adjust Sewer Cleanout to grade per EVMWD Standards. sa• ® Relocate Water Meter per Sid.No,700. Relocate Fire Hydrant per Sid.No.701. D ® Adjust Valve Box to grade per Std.No.703. CD Q9 Relocate Mailbox per Sid.No.811. < ® Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10. ! DZ•J © Adjust Manhole to grade per EVMWD standards. ; '1 12 Relocate Sign per detail on Sheet 10. .0 Z PUT.CURB RET DATA CONSTRUCTION NOTES Co /.'J CO ll /3 O d-89 56,03" 01 Construct Street Section per Std.No.104 or Std.No.105 as modified D 9+5498 SUMNER O 3 3 Q R•25' L°392(a T24.99' by typical sections and detail on Sheet 10, FUTURE ECR FUTURE CURB RET DATA T m 9 Q 3 �¢�cc p 2 Construct Type A-6 Curb and Gutter per Std.No.200. 407.80 NORR ST. = SUMNER AVE. a=s0°OY'32" j Q O U O `� 0 14 w `p W 3 Construct A.C.Driveway Approach per Std.No.206. 4 POTTERY ST. /0+00 SUNN6R 'e=25' k Z`•+ O ± ail J N xx U 2 W ti 4 Construct P.C.C.driveway approach per Sid.No.207. O 'C W W 3 30' 30' S Construct A.C.Dike per Sid.No.212. II N T-25.0/' Y Ry) R IL IL' N R I v� Rw MR 6 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter Po7TERY Depression per Sid.No.311. FUTURE OCR I Construct P.C.C.Sidewalk per Std.No.401. O 3 / 6 r I w n ry - Construct Alley Apron per Std.No.500 NI Install'Stop'Legend and Limit Line per detail on Sheet 10 j I t� W s I m �� ONQ= Install SW100'Hill'and W6 speed(10 MPH)warning signs per detail on /0.00 POTTERY Sheet 10. Street fight to be installed by Southern California Edison. � -=---w- - �-- y - 1 Install W53'Not a Through Street'sign per detail on Sheet 10. Srr 'Ir[ \ u+ Id _ ) ' - 1 .�S _(^J ?3 `�"- X�_ 13 Join existing or new Curb and Gutter per detail on Sheet 10. GC SN[ T -- 1 L _w id Apply tack coat and construct variable thickness A.C.overlay. w _ ./ylr.: S - X..•�. ( 3 a, N18°2d 8; 6W i l '�� PPY Y ' .� _ . Nom104 or exist No.105 as modified by typical sections on Sheet per` Grade and compact dirt driveway or alley per detail on sheet 10. < I . „ - Salvage or replace any existing gravel. 9 1 -- i D'Off' 17 Install W17'Stop Ahead'symbol sign per detail on Sheet 10. -,-"r` 7 tuq/L ._'. W W v I ((/ 18 Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. /O t45.00 SUMNER '\I K V° - �• U' ti I W I I \ /O t 45.03 FUTURE 3CR O N - ,� � N 3 1u `�� Fr/TURE ECR 19 Construct 4' thick P.C.C.Driveway surface. / N q3 " Construct Cross Gutter per Std.No.209. /��/VVVVVi�i11 3 1 Construct Type D Curb curb height varies per Std.No.204. W FUT CUr?S RET DATA '�• W 3 R N R '~ /3 1C 3 o I; ro L lrr. k ; YP ( 9 )P o N j =89`59'S7.. S K $�• N ti N 3 3 vi �' II v `°iv D +ti +n H. $ } N + + ti D \� R=25' m3 mQ3 k mini MOfHI STREET O 0 N �W W 3 N 3 N FUTCURBRETDATA L °39.27' VI N v\I d=90°01'57 Vv <Z f l0 T -25.00' /9 3 Q /3 /l /3 ,l7 /l ro l3 9 // R=25' L=332B' T==25,01' � M NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: ";,5;0 SCALE: ti W C PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS RE✓/SEO PROF/LE SPLAN G} O 0 L° R•C• p hA� APPROVED QY: CITY OF LAKE ELS I NORE d RECT IVE GRADING. IF RE OU IRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- Q4' {{ h'N Fy7�iy_ Olyj, /�{t.(( 1°=40� B9 Cmwltmle,Inc. SHEET ` d �j THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCAIING ALL LINES AF- JECT INCLUDING SAFETY GF ALL PERSONS AND PRO- AOOEO A.C.O✓ERLAY AOOED 5/GAI ,t4, '{ C o lace r ev.laeo A. Ip ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTINC THIS WORK AND ANY DAMAGE OR PROTECTION b. CA2212) IN THE COUNTY OF RIVERSIDE. CALIFORNIA 3 m CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN PERT7. THAT THIS REQUIREMENT SMALL APPLY CON- .� - T R.C.E. N0. ox/y/({(� DATE: Dew. TO THESE LINES. PRIOR TO STARTING CONSTRUCTION W (e19).et-E1W QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING J/�fj OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- - A` EXP. 3/3!/94 DATE: FEB••93 STREET /MOROVEME/VT ?LAN EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- No,044186 UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM o- 1 96 THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN MDNR STREET 12 UTILITY LINES AFFECTING THIS WORK. IF A CON- E%p.31a 1 ACCORDANCE WITH THE COMITI ONB OF DEVELOPMENT, CITY BENCH NARK: OF-SHTS CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED, THE ENGINEER MUST ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- ♦ "�' ORDINANCE. AND eSSATE OF cALIFORNIA LAVB. AHD A FROM SUMNER AVE TO FOTTERY ST BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECNECTIOT WITH THE PERFORMANCE OF WORK ON THIS / PERMIT TO CO;TINcT MAyEE ISSUED. SEE SHEET 1 STA.AOY-7060 70 STA.2-3t4065 FILE NO. CHANGES TO DR USES OF THESE PLANS. ALL CHANGES TO THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM f CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- J %1: PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- MARK REVISIONS A PR 4 ,�P• -�- s 9�- �3 PREPARER OF THESE PLANS. TENSIONS AND SHALL REPORT ALL COMMENCEMENT ES TO ING ENGINEER OR ANY PUBLIC AGENCY, tF I1F('AI•� U.O. FOR: F.B.THE ENGINEER PRIOR TO THE COnRENCEMENT OF WORK-. DESIGNED BY1 7'MS- DRAWN BY. TF. CHECKED BY. O.A.Y K R.C.E. CITY ENGINEER A 200' V.C. PI ST 15-00 &LEV.=f342.97 7 C', 747.4-?b3lh -OSU io S� um' LTo� o� vv D mV ��m 'nN ",� / _ �— � g tm 5� 0.7%) � � mQ — 1345 �M� O� � GZ3 w in Wmj� n N� 8^ �N � � �� Imo J r ` Z ♦n m �� 0.63% �� �U C �,m U emu\ _ �� n 'Ni �� } W �EX NGC�R/W o - j FUTU26 L. TC. N + k p 9.227' \ / ��/I FUTURE,e1-TC. / I 93 Litw U X.LTTC // / WAY ro 4 P� 9 U (TN �a 0� a 4 a / m n e / S \\ o yQ O //// '11{� �Nl ZIXT V.C. `7w E�E )' p 0 °I' Ci W 1 m m Q O / ° / D Ex NG.@- y' 52G% -•-. G -QCo3 0/ + D v / , ro - + / z o W % v o z- ° GO R F 0 Z Ef(TUA?E CURB 2ET.. C ,SCALE: HO.B/Z.I"=20' o`�' V V' ./ FUTURE CURB RETURNS - DO VEe BLLALE: NORIZ. 1"=ZO' _... \ 0 1-500 fT TO EVA770A/9 SNOVA/: XX.X ViceT. l"= 1z � l•� so'vc. — FUTURE RT TC HOR I Z I„= 4o MOTE: AO - PIi�ILE VERT I"_4• /0 No Sr=Foi43"1, // l2 L3 PLAN 1"= 40 /4 /Al f4 /7 RT 71C. z=s.��/ SCALE FEET VOs,p 20 0 40 80 R' I t DISPOSITION NOTES (] Protect.place. •C//T9a�- -- © Relocate. © Adjust to grade. ® Remove. 05 Adjust Sewer Cleanout to grade per EVMWD Standards. ® Relocate Water Meter per Std.No.700. I y 07 Relocate Fire Hydrant per Sid.No.701, £ ® Adjust Valve Box to grade per Sid.No.703. I - ® Relocate Mailbox per Std.No.811. i DDD ©0 Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10. 1 © Adjust Manhole to grade per EVMWD standards. g Z 12 Relocate Sign per detail on Sheet 10. GO EX/5T CUC6 RET.DATA F�T�CURB XCr DATA tr Z 9 / d-�3'S9�3Z3^ CONSTRUCTION NOTES i p=R'J"02 07 R.25' 1Q Construct Street Section per Std.No.104 or Std.No.105 as modified R 13+14,6& HEAL-O R=25' aN L•39.27' by typical sections and detail on Sheet 10. W EX/ST EGR L'39.29' v x u W T. 25.00' ]3 HEALD AVE. r=z5.o2' J V U k V U 0_ 3 2 Construct Type A-6 Curb and Gutter per Std.No.200. 10+00.00 GMIUS NAY 2 ' a SUMNER AVE. 3 Construct A.C.Driveway Approach per Std.No.206. V V 3 u'vWx W W 4 Construct P.C.C.driveway approach per Std.No.207. 13+59,83 •4LAL0 A✓E. 4O \W� R 41 2 W R h a W Rxx x R Y 'ul° 11nn W q0' 40 5 Construct A.C.Dike per Std.No.212. �" 2 J N p Q / +/4.87 5L1AgNEre FUFL/KE 5ce 8 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter I p - - Depression per Std.No.311 u1 -- J N "'� i47F 711 GNAVI WAY= { Q �' 3Qa o 7 Construct P.C.C.Sidewalk per Std No 401, •N ul r� �' kk ,, Sit r t-K -.__ S J 0 r5957 BUMNCR /s - ---- I�� I --L— 8 Construct Alley Apron per Std.No 500. W Il ^ �\ _-- _ — 9 Install'Stop'Legend and Limit Line per detail on Sheet 10. 3 3 - 10 Install SW100*Hill*and W6 speed(10 MPH)warning signs per detail on .� - - - — —--- - — — — — — - _ r i ` 11 Street Tight to be installed by Southern California Edison. Install W53"Not a Through Street"sign per detail on Sheet 10. 1 q� T r 6" CP \ o - s .J `J 5,LI 5 13 Join existing or new Curb and Gutter per detail on Sheet 10. q�, W — � 14 Apply tack coat and construct variable thickness A.C.overlay. 25 i v - - o__ �— -- __ 15 Nom104 or iStd BNom1105 as odifiednby typical sections oo Sheet r10td. _ r - - - - ^ --- _ 18 Grade and compact dirt driveway or alley per detail on sheet 10. / Q / ,...9 r _.�_-- Salvage or replace any existing gravel. �.r ZT' 17 Install W17"Stop Ahead'symbol sign per detail on Sheet 10. 14+04.85 HEALD I I d J y I V I - �� I 18 Remove and reconstruct existing Mason Wall per Standard Plan 618-0. o yi a 1V u m - �,,}}�..1 x- I 9 a FI/TURE 13CK t, o ��1II I I R �J I}� �-W '\ 'X r /,{� �- /4-h04 87 SUMNER 19 Construct 4' thick P.C.C.Driveway surface. I\ �• W I c N ?� 1, i4_U RI - N I' ^ FU77/RE ECR 0 Construct Cross Gutter per Std.No.209. * FUT C 1�FR &EE DATA `F tp IQ W R I. x pip( O'J Qj 4 I% l3 W M�^= FUL CURB RET.DATA 1 Construct Type D Curb(curb height varies)per Std.No.204. h a 2 IL '$I A-90-00'36" R=25' \\ x �� 3 CAMPUS WAY v h �° "0 e•25' o L =39.26' 3 3 J ?� Ul^ 3 J g� T•24.99' W k V 3 L-39.27' ,p —Z NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS REVISIONS, $CALF: e Z CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND s PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CDR- AVAILABLEARCORDBINFORMATIONES THE AS CONTRACTORCOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 1 AOpFR PW-�- R.C. MS10*4 APPR(j]rVE� BY: CITY OF LAKE ELS I NORE SHEET ■ RECTI VE GRADING. IF REOUIREO. REFER TO SOILS REPORT. DURING THE COURSE OF CONSTRUCTION OF THIS PRO- ���'�: �,' ` F' /,c«yyµy. /Ifl. ,f/LwC/� 1"=40' B9 Conwltonts,Inc. (�(� THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- Q /•4� y r!!!0�. �Dr \J�-J Z FECT ING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFET7 OF ALL PERSONS AND PRO- �E.� C � IN THE COUNTY OF RIVERSIDE. CALIFORNIA ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE PERTY. THAT THIS REQUIREMENT SMALL APPLY CDN- ` J (n R.C.E. N0. ONrfIB(a DATE: sa D CA i21Y] 4 CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOU5LY AND NOT BE LIMITED TO NORMAL WORKING W m 9 /3 93 t'1°1'�'-e1OD \ i QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE HOURS AND THAT THE CONTRACTOR SMALL DEFEND. IN- /� EXP. 3/31/96 DATE: FE6.,93 STA'EET /MfROYEMENT iCAN E%1 SIING ELEVAIIONS OF 1HE EXISTING MAIMS WHEN m DEMNIFY AND MOLD THE OWNER. TIE CONSULTING EN- THESE PLANS HAVE BEEN EXAMINED. AND 1.EY ARE INC UNAUTHORIZED CHANGES A USES MAKING CONNECTIONS AND UNCOVERING ALL E%]STING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM No.OA4166 m UTILITY LINES AFFECTING THIS WORK. IF A CON- L'AMPUS IYAI" IZ 31 CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- �X'P. 1 ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT. ITI BENCH VARY: OF—SHTS FLICT IN LOCATION IS NOTED. THE ENGINEER MUST } r i♦ —MD NANCE. AVTATE CALIFORNIA LAWS. AND A fROM HEALD AYE. TOSUMNER AIIE. BE RESPONSIBLE FOR. DR LIABLE FOR, UNAUTHORIZED NECT ION WITH THE PERFORMANCE OF WORK ON THIS pwas SEE SHEET 1 FILE NO. BE NOTIFIED BEFORE PROCEEDING. PER TO TRUCT Y BE ISSUED. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER. TIIE CONSULT- J' �• ( f' STA. /0+00.� TO 57A. /6+799� PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MENSI ONS AND SMALL REPORT ALL DISCREPANCIES TO MARK V N APR DA ! _ .. -� 9']�S"S�� PREPARE.OF THESE PLANS. THE ENGINEER PRIOR TO THE COAMENCEMENT OF WORK. IN ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY: TIJ.S_ DRAWN BYr C.E CHECKED BY, RA.Y qrf [A,Pr1 C V.O. FOR: F.B. I \�'J t N R.C.E. / CITY ENGINEER I TYP. U? 3927' / C.'/ ? 12o VC. l /6o'Vc. / (oo'Vc / �A1�1 k �W -/ (� d TQYP W u I6 /8-1-8O iEL=/345.30 '`p�R PL@/9fG0, EL=/3�46.58 PI.�2//•00,EL=13-1, 75 F4022fX7,EL.=1346 52 UN�� V �a T TC I �U G,=Z.3/% C;L =b.Co% cp� G,=OHD% .Gz=-7.UZ'/o(� > G/=-7.c2%7 G2=7529: VGi=7.52y, G2=I50% /50� COI V V WI EX.NG.eR�W m V '� y ��(R J V Ci 1. 6� ` FUTURE LT 7C. tl l ti m _ v ti N �r k J Z 13g5 j� � `� my Z � ��� TTC. . z LTTC. �c No L N o. Q�} a• v � -� p �l N h y� �71 tt �`-� �-�+•'� � O � (�\ � N MIN N N v �� N� W� �F¢GV-y-�ice- (tr9'R/ 37 0.v�ll m o T,G. G,=o6o90 GzO/702'/°� > %� N �� m n r r , _ • t � JN O�J V �� )_ �_.1_ _ - ��� � 7 °/ N /> lNl' N S W V> �� x m ``�� ... OO NP q 'w �,P, g � o: /00'vc. /� I D Ct ` S qUl. yp- tl\ G�7.5 I//'a771z 90 Wh ' �44 �1 CF x .rd.U_@ G i I ti e ooIVC _ e //� / 33 v 1 PIG/8fo0 EC.-/3aae PL@2/fGt�J, L.=/337.25 y W h� W� Yso NN a1%,6Z=060� FUTUREA:ZTC. G/=-7le,� =75Z% .�R/W f jam/' -- U ui o- j ti U 1 V N\ Ih k �� / �., y- Q' U m dXF TYP. _.t .W ♦` U v� 6X N.GQ,g/W. il;V Ih N r 9 Rl W ._ EX.,2T rC /Q 0` RT TCT-. q•r0 rt- N N ,U ,. D 5 t\ ' la>'�c. Q ti� z PI@' � EL z 22+ 3a7.5 TYP PG}4. l20'VC. 1 �. _ tl O G,=7.M%,G2-3.38% u , z t P.IPs!%f7o0 EL.=(3472j N N i $� 3 ... - ..._ 03 U N POR./E0'VC. lQ - _ EL 3728 _+- G�= .e8! HOR 1 Z 1" 40' - ---- VERT 1'- 4' w 17 A Y/ PLAN 1'= 40' IZ D Z4t ,y T6r ADO 1300 FEET TO CLL VAT/OA/9 6140WA(XX,XX SCALE FEET 40 20 0 40 80 DISPOSITION NOTES Ell Protect in place. - - - r2 Relocate. i -. .. - - ❑3 Adjust to grade. o ® Remove. Z 05 Adjust Sewer Cleanoul to grade per EVMWD Standards. 1 Relocate Water Meter per Std.No.700. s,r 1) Relocate Fire Hydrant per Std.No.701. ® Adjust Valve Box to grade per Std.No.703. Q Relocate Mailbox per Std.No.811. D ® Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10. DC Adjust Manhole to grade per EVMWD standards, _ • 'i - /2 Relocate Sign per detail on Sheet 10. G) i�lr.�7e -I d 1,IFtw I I I I CONSTRUCTION NOTES � � Z 9 /l Fur.cues 2Er OATA /(o I J3 4 19 6 FUT. CURB ROT 41TA 0 P d C i Construct Street Section per Std.No.104 or Std.No.105 as modified d=89'58'2/" 3 d=B9= 59'S6S6 3 W R-25' by typical sections and detail on Sheet 10. � R'25' ��• � .I N �k N U� p 8 V 3 G=39.26' 2 Construct Type A-6 Curb and Gutter per Std.No.200. D ^� xq (kj N } tn� POTTERY T 7'24.99' 3 Construct A.C.Driveway Approach per Std.No.206. SUMNER AVE. L:39.27' Q �W H U� W „ o p p. tl ,� . l3+/Co.87 SUMNER - T-25.00' 3 N 4 2 .el V o` N O= 4 Construct P.C.C.driveway approach per Std.No.207. m t4 2W mL 3 + Nv II w u M ,�C1 d1 W 11 p m 30 30 /3 tllo_98 POTTERY 5 Construct A.C.Dike per Std.No.212. FUTURE ECR 40 40 if J 1>`W W v Q ^W p N Q R w +1` 6�K FUTURE BCR /3+599(, AMPO A B Construct Curb Inlet Catch Basin per Std.No.300 and Gutter 16+79.96 CARPUS NWY- Depression per Std No.311. ply .,, I ry � r• III j' ,$ ( p I d�_ N v\i I O / -_` -r_ N rtS �� I ( m + 7 Construct P.C.C.Sidewalk per Std.No.401. 3 rr *59.96 PoTIERY _ 8 Construct Alley Apron per Std.No.500. Install'Stop'Legend and Limit Line per detail on Sheet 10. A < - 2 A. / 10 Install SW100"Hill'and W6 speed(10 MPH)warning signs per detail on 6 ( / 2 Str Sheet 10. __•-.- -- "-'--- -'' - ' ' ' _ -- eet light to be installed by Southern California Edison. �� . f / - „ 11 Install W53 No a Through Street'sign per detail on Sheet 10. --- - - 5 2 -911 1 w - - _ / _ _ 13 Join existing or tnew Curb and Gutter per detail on Sheet 10, Apply tack coat and construct variable thickness A C overlay. __ / A, s- - I./--_ " 1 - Ty / PPY Y Remove exist Bituminous Surface and construct Street Section per Std. _ _ _ -_- .•.,, ___ - No.104 or Sid.No.105 as modified by typical sections on Sheet 10. ' <- ----x- ....... _ cA - - x ,• _ ( -}� '-r Y- - _c _ -- 16 Grade and compact dirt driveway or alley per detail on sheet 10. Salvage or replace any existing gravel /8 Install W17'Stop Ahead'symbol sign per detail on Sheet 10 2 18 Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. FUTURE BCR I x c1 1-,= 3 �i I I jm V ---�-�- S_.F l 3 9 I _- 14t02.98 POTTERY �, V ? - T RE R g Construct 4' thick P.C.C.PCDriveway surface. - N h 3 m 'p 3 • /' .� *. �y/'- }�-emu_ _ - __��'� U EC 10 Construct Cross Gutter per Std.No.209. N U Ww nQ W aV 5 d 1 Construct Type D Curb curb height varies per Std.No.204. JJII FUT. CIA ?ET L'M7A W 3 J W QN 6i 3 4 /CO v W 1) N 3 ZU in �. p V 7 �py J u R l� 0)6 :c 4 90 U2816�0�T. OATq YP ( 9 1 U\j -I-W R:25' +V R-25' N 4 -4 'F 3 J N X th O L=3527' CAMPUS WAY 0 0 �kW3 N N4v c�v\j pY Nei ~ NW N N 28' D 77 Q/p T=25.00 /yb / 3 NI/7 / II 4 /9 /3 gg lCo / T-25.01' f W NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS REVISIONS: SCALE: • ' C,Zj PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- I O E COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 1 REV/SEO PROF/LE qN0 PLAN AIPP610 5/GNS R.C. SIOry APPPt;2Q.VEp BY• CITY OF LAKE ELS I NORE RECTIVE GRADING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR Q A(F I,r w. 5.. Mt 1'=40' 39 CmaJtants,Inc. SHEET M z THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN DURING THE DING E OF CONSTRUCTION OF THIS PRO- SHALL 8E RESPONSIBLE FOR LOCATING ALL LINES AF- E 5T LT. A O W L" E. teeeo M Mnaao A. FECT ING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- �Q �� yC C ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE / R.C.E. N0.DyZI/BG DATE: sm DT cA cm]T IN THE COUNTY OF RIVER TDE. CALIFORNIA 5 PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- /. CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION ` F y (eta)aGl-l100 .113 OF THIS PROJECT THE CONTRACTOR SMALL VERIFY THE TINUOUSL7 AND NOT BE LIMITED TO NORMAL WORKING V ! EXP. 3�3/ 9G DATE:9/3 93 QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. HOUR AND THAT THE CONTRACTOR SHALL DEFEND. IN- / � EB•,93 STREET /MPROYEMENT PLAN I m EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN N- A M DEMN IFY AND HOLD THE OWNER, THE CONSULTING EN- UNAUTHORIZED CHANGES A USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM I40•(y1.4186 THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN L'AMOUI VY lz n UTILITY LINES AFFECTING THIS WORK. IF A CON- �j 91 ACCORDANCE VITH THE CONDITIONS OF DEVELOPMENT. CITY BENCH HARK: OF-SHTS CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED. THE ENGINEER MVST ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- EXP * ORDINANCE. AND STATE%CALIFORNIA LAWS.AND A FROM 5UMNEK AVE TO POTTERY 57 BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. NECT ION WITH THE PERFORMANCE OF WORK ON THIS ♦ PERMIT TO C TRUCT IIA'y 8E ISSUED. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM ,+ S1A. 1G+79.9L 70 TIA- 23+49.E4 FILE N0. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OVNER. TIIE CONSULT- M R V NS A eT ��� '! 4-/s-y3 SEE SHEET 1 PREPARER OF THESE PLANS. TMENSENGINER PRIOR TOSHALL ETHETCOMMENCEMENT ALL AOFIVORK� ING ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY, T/ry.s. DRAVN BY, TF. CHECKED BY, OA S' lq7 Ivl r�µa V.O. FOR: F.B. ,lA 4( A R.C.E. CITY ENGINEER i } 9.27 601V.C.-ZIl A 50 V.G. 6/4 V V P/(D/7,170 .fCTYF)v <}LPL=/37337 V 5L.=/3y/.Z5 O �G,='✓20% z �n\nNi � � tcot1 6o'VC •r x jEL=G4.22 Z � � n + 62=-2,/456 v NGGFRoW�> a�� S 4 ` a ry` ui R i \ s O v ry1 h ��-EX.LT. TC. EX l F5 �h �m ro - ,�� s•.� �r �^ ... --_ EX.T_F.S y.. F5 n'vc a �^� ec IQ � o � ._+ _. ... U PL@20AGO,El--13rZ.9J - m^ IL I fia ��� .50 G �. -- - _. -.a __ - _.2EMOYE EX. X-e, e . ITC/Bt75 1 OVERLAY AB EQ'O c0~ (VYTO 304= Gr=-255 14Y rF3A�OrN 5UQ E• --kN � VO13P U O ^ G2--4.64°, -'-L_ t _ ttt I € U E =/?1/L n -EX NG R/W ,^� + it D _ �-- _ - �_ 13 d NN 10 NN Gl EE Z C YP2 c,Ir4 7 70 - .. EL.=/37Q.C5 Ott I Gr= /2511. 50 VC. p 1n 1: ky N p vO� a' - -r. G2=-3.aaY I FT.�/B>`75 ^ $ 8�d h O li nl.J N Nj-N �- HORI�I�. . Ru EL=/37L5o .5 �5 9 0� ph. V �S �5 u M� _ G.=-3.00% yV VERY IZ 1 B' -_ I oz--4 73 _.. Pf@ 2l1-i lo0 E4 =/3t'a2.89 N W PLAN 1"- 40' IG M - l9 70 NOTE: ADD 1.300 Frrr TO ELEVATIONS 3AMIA/ XX.XX SCALE FEET 40 20 0 40 90 ,� � � ,•. V''� DISPOSITION NOTES I i] Protect in place. r Relocate. -+•�`' Q4 Remust toove. Adjust grade. Adjust Sewer Cleanout to grade per EVMWD Standards. I:; j -'' ..�,• - M .!; L�@ Relocate Water Meter per Std.No.700. .J M ! % :V 6 n r L77 Relocate Fire Hydrant per Std.No.701, _ 7 ❑8 Adjust Valve Box to grade per Std.No.703. I 0 Relocate Mailbox per Std.No.811. i C Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10, i _< Adjust Manhole to grade per EVMWD standards. ` 9 Z t+1 \ r I - - 1 •` d;'! �/ / I 12 Relocate Sign per detail on Sheet 10. : Z 9 FUT CU.¢B 2ET LrITA / 1/ /3 17 m W K CONSTRUCTION NOTES 3 d-^G'Gi7'/O" V FS�u )33 O1 Construct Street Section per Std.No.104 or Std.No.105 as modified SUMNER AVE. =99 27' ) h W t3 y 6 k POTTERY ST. by typical sections and detail on Sheet lo. D Construct Type A-6 Curb and Gutter per Std.No.200. /6 75.05_-JMNER V v �T $ tri y1 pp 6 0 FUTURE EGR Construct A.C.Driveway Approach per Std.No.206. I3J r.+c h3 �9Si� N W w n 4 Construct P.C.C.driveway approach per Std.No.207. 40' 40 K w e V R 3 30' 30' Y PP 16+80.00 SILVER ST.= N m Q R t 5 Construct A.C.Dike per Std.No.212. per /7+20.05 SUMNER -= 3 1 � - x tiR 2 �ti 3 y; I O y-' � � I � 7� / / / N�/ 8 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter N q O V 'c' yL I \\ 3t49.75 SLYER ST, Depression per Std.No.311. _ � / � 111 \ 1 Construct P.C.C.Sidewalk per Std.No.401. Construct Alley Apron per Std.No.500. / z l• �'' 1-',, _ -�- - f_ / _ I /-�� 9 Install'Stop'Legend and Limit Line per detail on Sheet 10. A OS'� 10 Install SW100'Hill'and W6 speed(10 MPH)warning signs per detail on / --- V - -- '- Sheet 10. \ 2I O - z o E" e'W I � 11 Street light to be installed by Southern California Edison / /Z _19 tie 1 Install W53'No a Through Street'sign per detail on Sheet 10. '��- -�' - - - Join existing or new Curb and Gutter per detail on Sheet 10. ur ,'7' ���y 15 A DIKE o . 14 Apply tack coat and construct variable thickness A.C.overlay. 15 Remove exist Bituminous Surface and construct Street Section per Sid. �, �I No.104 or Std No 105 as modified by typical sections on Sheet 10. Grade and compact dirt driveway or alley per detail on sheet 10. Salvage o is el r replace any ex is grav Install W 17'Stop Ahead'symbol sign per detail on Sheet 10. 17fG5.03$UMNER o J/ FUTURE owY N y i_- M _j/} t�a p yLf I //////// 18 Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. FUTURE 9CR / I ', I III , RECOG4T/GN/ 3 -u'x 1 \ /Vi ~ t1 r I U l £t 19 Construct 4' thick P C.0 Driveway surface. Construct Cross Gutter per Std.No.209. FU1:CU28 RET,DATA 1�1' W 4 h� N R p u O 'HI, U h IL V FUTc:ht-CU�� 1 Construct Type D Curb(curb height varies)per Std.No.204. d=89°56,Z3" 4t a; N Nw N m� n N ti d=/S"00'38 R-25 j \S� W S�tt1 V TUxr� N R-l/0, L-.99.26' SILVER STREET �° (2 T=24.99' Q l6 II l /3 c- l3 / J6 N Vj II T-/4.49' w` z ®r NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS, SCALE. m ;_ Z PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT R.C. I�A�:'�n,-. APPROVED BY: CITY OF LAKE ELS I NORE __ AVAILABLE RECORD INFORMATION. THE CONTRACTOR COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS ( KEY$E /LE EPGA.`/ApVE(J C.B.E S.O. - ,/ .7 /I ., SHEET RECT IVE GRADING. IF REOUI RED. REFER TO SOILS REPORT. DURING Tiff COURSE OF CONSTRUCTION OF THIS PRO- LC�' " f. ,Gw..LGW_ I"=AO' BSI 0an9ultant9,Inc. A Z Ili THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SMALL 8E RESPONSIBLE FOR LOCAL LNG ALL LINES AF- JECT INCLUDING SAFETY OF ALL PERSONS AND PR0- Ao0E0 OW"L' t �x4 •_yl' 1e990 we9r,lo.m A. IN THE COUNTY OF RIVERSIDE. CALIFORNIA s W C ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- iV R.C.E. N0. Orl4/B(° DATE: sa Di9p9,CA 92127 CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION ` Z (919)I.e1 AIM QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THI6 P0.0JECT THE CONTRACTOR SHALL VERIFY THE TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING v ` (\•^1,. 9 /3 3 HOU0.S AND THAT THE CONTRACTOR SHALL DEFEND. IN- EXP.3/3/I IP DATE:-9/9 FEB.,93 5TREET 1#AVYENE/YT /LAN `� �Co EXISTING ELEVATIONS OF 1'ME EXISTING MAINS WHEN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- M UNAUTHORIZED CHANGES A USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINNER AND ALL PUBLIC AGENCIES HARMLESS FROM I NA.044I66 THESE PLANE HAVE BEEN EXAMINED. AND 11ET ARE IN S/li'E� 57REET �2 D UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- Up,-.J1�119& - ACCORDANCE WITH TIE CONDITIONS OF DEVELOPMENT. CITY BENCH VARY: DF_SHTS CAUTION, THE ENGINEER PREPARING THESE PLANE WILL NOT FL CT IN LOCATION IS NOTED. THE ENGINEER MUST NECTION WITH THE PERFORMANCE OF WORK ON THIS �\ ORDINANCE. AND TATE OF CALIFDRNIA LAWS, AND A FROM SUMNER AVE. TO POTTERY 5T- BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PERMIT TO C RUCT T BE IBSUED. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- PROJECT EXCEPTING FOR LIABILITY ARISING FROM �- .� ��/ SEE SHEET 1 S/A. IGfBD.DD 7D f7A_ Z3+4?.75 FILE N0. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- M R V N A R \_ -Aa - SLR MENSI OHS AND SHALL REPORT ALL DISCREPANCIES TO LNG ENGINEER OR ANY PUBLIC AGENCY. �1�- PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED BY. TM.5. DRAWN BY, TF. CHECKED BY. DAY AAY- R.C.E. CITY ENGINEER W•0. FOR: F.B. �12. i. } P I�20dQ0 W _. ..._ -_- \ -... L.,38:.77 tit ti I -:-.... 0 FS) O FUTU,26 LT 7GL 78Co -� l 1 + S + EX N.G. 6�l a l �S 501VC, - Q Z c-� " PT9 2/t75 - - El,=137566 ) U' ^O off- 't- Q Os m \ N y}. O r0 V Gr=-GOO'/, x_\ /'E`r1'. NG-G+S N u N n G2= 2OJ4% x \ / Ca M g p /7o'V m � _ C. FUTURE LT TC `Vp LT. Tk' n p O 4 95 v +r cQ J N ry � Gr=/ h \ Kw v C h V n EX/57¢NG PZ-020/-75, EL_/,3 776D N G,=-746% GY \ � tr.re, I 50'KG. 2.10°l) .rAVC. W a �c `0 co n . PTO/7/ V~ y' N to Pl-13A;� �`a IO W: G- /30q .. may. I` I� I` /40•/,.. EL-=1364d8 Wr y m 61 u n 40'VC. S\ 61=400% a N ro m y W Il n Gz--3.52% G n Z V r 1 N n W s U If, _/37 7°J` " �. N� N� nW EX.Fs r` K e II ei n a Iri / n T \ Nc� W7'm // N V \. FUTURE RT T['.\ 4'7 ON^ Z g so'��i N sti. m \ �pp ,�1 W n k P/-1376.24 �, A U U /' .� .� N N ';1\ I,C W =-Od9% a \ \.m �8 /" 41 a' , m W ��E'X.N.C., �, N 57.30 �V, i 8 Nw \ ®RAW EXF9 *t� v IQ Z " ^ n n k z M1W W�\\\y�Gec-7.�5Y� I. NI:° W trt. -- - i C t tp� 77- �441�1NC} QO g 'L \ h 4 �° �2 O �pt4vc /70'VC. U ELG--�/a771�6� I FUTURE Q7.TL' \ n T -NAFJO / fEET Tb � '� m-- --- - _ W r . •7 , 2=- . EX.KG.@R W 40 V.C. Q1 � N-: Gz=-O BB% / -.SHok/n/XX.XX - e1.G�17t5o C EL.0 711.5 PRWILE �fo.43/, • HORIZ 1- 40' er.TC 17 © /a VERT 1"= 19 20 21 2t 23 PLAN 1"= 40' SCALE FEET I 4� 20 0 40 BO DISPOSITION NOTES 1 L 1 „r,�, 1❑ Protect in place. • � '" ` .: �3_tow Relocate. Adjust to grade. ® Remove. O6 Adjust Sewer Cleanout to grade per EVMWD Standards. Relocate Water Meter per Std.No.700. •+sots."_,,,__ _ +f I; � "- _ _ �7 Relocate Fire Hydrant per Std.No.701. Adjust Valve Box to grade per Std.No.703. .•t `"t '\'; ' ❑9 Relocate Mailbox per Std.No 811 I p Relocate Street Name/Stop Sign per Std No.816 and detail on Sht 10. D37 Adjust Manhole to grade per EVMWD standards. 12 Relocate Sign per detail on Sheet 10. .CURERETDATA CONSTRUCTION NOTES Z q1r 2B ZT 09TA U' 1 C R-45 03 9✓° 1 Construct Street Section per Std.No.104 or Std.No.105 as modified t C 9 .d=89'36'73" Y'1' 1/ 1� 3 to19I1 I Irk l3 3 /J 1 �/6 13 `L R=25' P YaI SUMNER AVE. I � N § � / � � n 2 L=3J.3o� by typical sections and detail on Sheet 10. i 5 Co 2 ZS T=25.03' 2 Construct Type A-6 Curb and Gutter per Std.No.200. 20t34./7 SUMNER - L=39.E+' ((O W N •+• 3- �I W W '` V' 3 'W%" 3 to POTTERY_ST. YP p m FUTURE EGR to 7=2497' J h In li O� 3 Construct A.C.Driveway Approach per Std.No.208, D 1 v <11 N W I W (D N 3 u V' p_ W O 20f35./9 POTTERY 40` _ 4!x 19 o\t m p lL �0 ��i u W N p. U pp -�ql. J us V' �q11 2 �>/J 4 Construct P.C.C.driveway approach per Std.No.207. v .1 W N N e1. n J N l'.30` 3O' FUT BCR 5 Construct A.C.Dike per Std.No.212. W M u N J �0 3 1L J W 3 'W V h 5 L+79.90 LEWIS ST.- O+ Q ¢V U E r 3 T mac} 8 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter ZO,79./2 SUMNER I I I I 1 4' ti O m U N -- � �yyy''' Y'J+49.G2 CEW/f ST.= Depression per Std.No.311. I "•� s I j y� - * XO 190 23 f'OTTERY 7 Construct P.C.C.Sidewalk per Std.No.401. yl �` :, _ A5�' 8 Construct Alley Apron per Std_No.500. x --' Install'Stop'Legend and Limit Line per detail on Sheet 10. � ; .- •�; �. � ,, i �t -"- ,• ���' 10 Install SW100'Hill'and W6 speed(10 MPH)warning signs per detail on Sheet 10, Street light to be installed by Southern California Edison. Install W53'Not a Through Street sign per detail on Sheet 10. b� _ ? 0 0, \ 15�, r4 X 13 Join existing or new Curb and Gutter per detail on Sheet 10. o "p y. .L a o- g - 14 Apply tack coat and construct variable thickness A.C.overlay. - - - - - - 10 N Remove ist inous Surface and r detail on sheet 10. Grade ompacmd rt5driveway or alley Peal _. � � _ I 15 = t� '- d'• -� _ - -- Salvage or replace any existing grave, ec ons o S ( O t :�- Install W17'Stop Ahead'symbol signl per detail sonb Sheet nl0 hee' t N W i s i _ X �i�4_C... Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. 21,125.1E POTTERY 19 Construct4' thick P.C.C.Drivewaysurface. I I v W ( mi -."2 a EX.ECR 0 Construct Cross Gutter per Std.No.209. I FUTURE BCR : � I / '�-_'.:'�... I a w _ Ci�.��� U W, I \� I I 6S t; N ' m 'tll •, �.y.N 3S kk 3' Construct Type D Curb(curb height varies)per Std.No.204. ;i FUrCU2B RET IATA m K N F u fit n N v 61 N v C�W � EX.CURB RET DATA ° - '¢N�3 V 3 �V � 413 �.j Y x O d=B9°.SS CG° I ���5' 3 LEWIS STREET W�M, �� N Q a N W W � R=25, ^o L- L=39.24' r. IO T-2503 ll 16 I IG Ill /3 S (� 5 I ll l3 W N J I/ N T-24.97' < NOTE. THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS. I SCALE: PERMIT AND BOND PURPOSES ONLY, AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT R.C. ON AP R D BY: v_ Z COMPLETE E COUIRSIB RESPONSIBILITY FOR JOB SITE CONDITIONS / REIN/SED P/lOF/LE GPLAN ADDED O 'L- CITY OF LAKE ELS I NORE RECTIVE GRADING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- �!Y' 7JAI, �+(,Q "-4 BSI Consultants,Inc. SHEET THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SMALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- ADDED 57 L73. Q• "(� � jf 16Mv w y,„��D., Z ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- 0 sa D CA Y313T IN THE COUNTY OF RIVERSIDE. CALIFORNIA 7 CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION PERTY. THAT THIB REQUIREMENT SMALL APPLY CON- °'x�. } R.C.E. N0.04Nr9L DATE: °' TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING / (B1Y)^"�I� A QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE W r^ E%P.3�31�BG DATE:2 393 FEB.,93 SIRFFT /MP,YOYEMENT PLAN /V^\0 EXISTING ELEVATIONS OF 1'HE EXISTING MAINS WHEN HOURS AND THAT THE CONTRACTOR BMALL DEFEND. IN- o[ A ',/ p UNAUTHORIZED CHANGES 4 USES GINEER AND HOLD THE OWNER. THE CONSULTING EN- NO.04419� It<Y/�J STIM 12 MAKING CONNECTIONS AND UNCOVERING ALL EXISTING THESE PLANE HAVE BEEN EXAMINED.AND THET ARE IN GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM FROM SUMNER AVE. TO POTTERY ST. UTILITY LINES AFFECTING THIB WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- EXp ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT, CITY BENCH NARY: OF-SHTS I YYY_ CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLINT IN LOCATION IS NOTED. TIE ENGINEER MUST # • ORDINANCE. AND STATE[[11FF CALIFORNIA LAWS. AND A BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. NECTION WITH THE PERFORMANCE OF WORK ON THIS PERMIT TO CDNBTRUCT,/TAY BE ISSUED. SlA. 1br79.90 ID SIA 73/49G2 FILE N0. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM ,f+ < .. SEE SHEET 1 PLANS NUBT BE IN VR ITING AND MUST BE APPROVED BY THE CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- REVIS S A P TE r7 �[� a"y�_10-3 PREPARER OF THESE PLANS. TIIE HENSEN�GINENER RIOR TO REPORT CALL OMI'IENCENENTOR AOFIWORK INN ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BY, TM.S. DRAWN BY. T.F CHECKED BY,RA.7.' TE OF AlkE�2 W.O. FOR: F.B. ,'rY(iI��L ,"d'CA R.C.E. CITY ENGINEER n. •I 39.?t5' 1401ve E . WVC. I 86,tkc. 1 40,V(-,. PLG�217L56 4 `•J P)-l� GY=176% GY=-266% VW I > lL= 6739 h... •EL=1895.h9- .) ,1-5,6 11 1 9 2 ll zJw Q o� cJ. V + ` Gz=-2.00'/° W ail //Ex MG.,- ,L O G (!TURF LTT TC' m Z tri h / N c�v\� , -; -.._ E O z �mh W ` � 98 � FC/TUR�LT. tc. W w*^. � N / cX.NG® W v e ti 03 6S QT o/ '" II4 N r ^ �•..��-� r m CY 4 " �. - N 2 V ry Co t � L -TC. -._.I. .. f`. O.__ O v `G�f(•U } « __ U I o N W zt 1v b I I j EX.LT. TCy_ ?fit Wg u) + K� oc mU W PI@/ o J C} F�. VC. \ • So Inv Ili 7 -\ G zov�,Gz-- .04i �: > �` m �mrxm N 355 n� Mo p N V325MPK ��5�0� - �W a LTTG - �� 61 V7N � O � � n ooc�� m 9 EX.FS@ � N\. 6 � -.� � -+ 2opy� ��s • dl � Fr r n r ro n /� N N N •N N N� N Vl. - T.. - -- - i ,<n X O ll N M. tl _ O ti 'Zoo,VC. - f r O • -« Q +- ��Il �. Y J t•\ PI sn 22 f00 V 25 Nt N+b - h N EL c/353./6 >c lit s n ¢ x s Ln \C, . r , U , o \ N N N N - \`J ti ti o �9° N h 2 FUTURE n ry n - EX.RT 7C-\ L W G/Q 12 t00 - 11 s -2-1%- 3 �. ...�� GCT7fR .PfPlACf W/Al GYPIII 2 - fa76T.pl.B. A.C. Z d/4CrY. z W Z Q V UTURERT _ pvWV EX.NG.@LRvW�� ro r 60 o� \\� / PR�ILE `\��- a N N s N h Rc' 2 TifK-NC.SKEMO!/AL K m } S r _ N1345 6 N +0 6 HOR I Z 1 40' EX.NG GD R W to N N N tt P/®/8f ,EL-•9�".?B Pl,t*L9l�O vNt / 1 1 d - - /YL G2=-Q.OTb' EL=72.8/ ?O•�r.2 �� VERT 1 4' w 17 /e 19Gz= 669% \a i� PLAN 1-= 40 1/ ti t3 h 2tRTT.C. A/OTE: ADD 1300 FEET 70 EL6VAT/ON5 ,gNawN XX.XX n, 411 20 SCALE FEET 80 .�r I I DISPOSITION NOTES ❑1 Protect in place. /./o • - © Relocate. ❑3 Adjust to grade. Q Remove. OS Adjust Sewer Cleanout to grade per EVMWD Standards. ® Relocate Water Meter per Std.No.700. I]7 Relocate Fire Hydrant per Std.No.701, ® Adjust Valve Box to grade per Std.No.703. 0 Relocate Mailbox per Std.No.811. CJ QO Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10, JJ ©1 Adjust Manhole to grade per EVMWD standards. + 12 Relocate Si ;tail on Sheet 10. z 2 OIf 6 CURB G7 n FUr GURa.PET.DATA oc + '"""''•'••""•�"'•�'CbNSTRUCTION NOTES Z g d-,�•�.�.. ;3 yl /7 N /j l/ l5 /3 /j O EX. CURB RET OATH Q1 Construct Street Section per Std.No.104 or Std.No.105 as modified R �I C 23-r9LE 9uMivER 11 R-25' ° M l9 N U kk Q=89°53'39" by typical sections and detail on Sheet 10, R 5 FU7URE ECR SUMNER AVE. L 39.28 W W Kt 3 Q- W m V e u W ' 2 Construct Type A-6 Curb and Gutter per Std.No.200. DO "u 3 tie n W° �` v N u D e W POTTER!( $ R=25' n T•,ES.O/ U ,p V q 3 U 3 V ?x( m h Mq 3 3 Construct A.C.Driveway Approach per Std.No.206. y. o L= 9.27' Y PP Ib*79.92 SCRIVENER Trr. FCJ' 40 ry W WU ro�o, 3 V 0 V U c� T= 4 Construct P.C.C.driveway approach per Std.No.207. p K �• l') N N 27.00 M+.79.dl SuMNER n j \ FUTURE OWy: vi k °� ¢ W h �- °�`�`+* N 3 W Np\3 N S� 3 4O 23+9709 T7i:"K 5 Construct A.C.Dike per Std.No.212. n It O REL.00ATk0N `W 3 R q ,� R 0 0 �C U t R m 8 N Q 'K EX/ST BCR •i r Std.No 300 and Gutter r - ,-� 1p � Construct Curb Inlet Catch B p K 8 Co stru Basin e 04470 RXIYOU ST.- Depression per Sld No 311 .Bs,4009 PoTTEKY 7 Construct PC C Sidewalk per Std No 401. O g,_� _�i" I f8. Construct Alley Apron per Std No.500. 9 Install'Stop'Legend and Limit Line per detail on Sheet 10. I3 � 10 Install SW100'Hill'and W6 speed(10 MPH)warning signs per detail on h •� Sheet 10 T f Street to be installed Southern California Edison. et fight d by Install W53'Not a Through Street'sign per detail on Sheet 10. pOFESS/ w o / Z w a - w 2 - I J e %+ r 13 Join existingor new Curb and Gutter per detail on Sheet 10. pQ ON hT _ 6 r '\ = - 5 ✓��J t 14 Apply tack oat and construct variable thicknessA.C.overlay. Remove exist Bituminous Surface and construct Street Section per Std. I , No.104 or Std.No.105 as modified by typical sections on Sheet 10. u Er Grade and compact dirt driveway or alley per detail on sheet 10. EXP.3/311N �� J N Salvage or replace any existing gravel. �� " + 11 I �b �4 I ( n" m /8 oh��.. .7 7rd3.09 fbTTERY 51.b9/C 17 Install W17'Stop Ahead'symbol sign per detail on Sheet 10. '�• CIVIL A _ O 1 O _ �1�----- U� 1 C� 7L c� I 711RE ELR 51.11 E 18 Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. CF CAI.1 FUTURE 9CRM~cR - , 1 5•n LI p\ a K U S 11 2 wn �'� R I I ig Construct 4' thick P.C.C.Driveway surface. / /� I �' �lh __ f ` 'I�0 'I'r� •F v1 apW N s 4«1 �Y I U .{ 0 Construct Cross Gutter per Std.No.209. L2•Z-4 3 AUr.CUz8.UZWTA W �m U 0 0 Ii o k3 3 Q r> 1 construct Type D curb curb height varies per sta.No.zoo. 1 N fV d,3 N W v\j N 2 N fUr CURB RET g4TA " $ Uj X yp g ) W ,R R5'S9'/O" DY:�N - �3 I N N O *N d-90,00, N57R1/G7,4 M,➢FIR' N L-59.26' �m SCRIVENER STREET N '< 9•R5 N ° '^ ® YUNICAX PAVEMENT ANO Cl7NS7XXT PIK GFTAA AVVI REVISION 0 ONLY APPROVED BY JAMES R.BOLTON RICE 30236 + T=2f.99' II N W L=39 27' N Ip N l� 1 /3 13 r=zs.00' ll 9 /3 FOR THE KEITH COMPANIES N� N- NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS REVISIONS. R Z PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SCALE: AVAILABLE RECORD INFORMATION. THE CONTRACTOR R•C. 4 AP HovEo HY: CITY OF LAKE ELS I NORE RECT PERM, GRADING, IF REQUIRED. REFER TO SOILS REPORT. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 1 AOOEO O W 1- / '' l7 DIXtING THE COl1RSE OF CONSTRUCTION OF THIS PRO- ,Y /rH. W�( 1'=40' BS7 CanwltenLl,IRC. SHEET n[� THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SMALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- 9NfD CRBSS C!/TIFR RJNS/RUC7/CN NOTES No.ZCIW OSPBSIIIBN `rJ JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- ,eee0 M BanaOe Dr. Z ANY MAY FOR BIDDING OR COpNNSTRUCTION. IT SMALL BE THE FECTING THIS WORK AND ANY DAMAGE OR PROTECTION O sa DWp CAYIMIT IN THE COUNTY OF RIVERSIDE. CALIFORNIA V C CONTRACTOR'S 0.ESPONS IBIL7TY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- NOT/IV_IS rBSLE lY/RB/G!/IICR ANO➢f7A/C GYNNbFO TON,11' > R.C.E. o. oaNr BG DATE: TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING (!,9)A61-l1W QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THIS FOTORC CORB�6O1/fR S70CN.BK YACYXSS,L9MP TO BfBUI[T EXP.3/SI 94 DATE:9/'0 9a E%ISl'ING ELEVATIONS OF 1'HE EXISTING MAINS VMEN HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- FEB.,93 STREET LNAGMENENT PLAN mm DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- NQ•0441 YTl UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL E%!STING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM 3i y(o THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN S[',FIYENEK S/7,'fy UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL 00.ALLEGED IN CON- Exp. ACCORDANCE WITH THE CONDITION;OF DEVELOPMENT. CITY BENCH NARY: OF�2 SHTS I D CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED. THE ENGINEER MUST 4M * ORDINANCE. AND TE OF CALIFORNIA AWS. AND A FROM SUMNER AVE. TO POTTERY AVE. BE RESPONSIBLE FOR. DR LIABLE FOR. UNAUTHORIZED NECT ION WITH THIS PERF00.MANCE OF WORK ON THIS CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BE NOTIFIED BEFORE PROCEEDING. PERMIT TO C T BE Ifl&ED. 57A. 16�7y.9T 7D SIA. T34Y,&Y FILE NO. CONTRACTOR SHALL VERIF7 ALL CONDITIONS AND DI- PROJECT EXCEPTING FOR LIABILITY ARISING FROM SEE SHEET 1 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- -- � -�J- MENSION6 AND SMALL REPORT ALL DISCREPANCIES TO ING ENGINEER OR ANY PUBLIC AGENCY. REV R ./it FQ4 _ W.O. FOR: F.B. I PREPARER OF THESE PLANS. TIME ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED BY, -rM.5. DRAWN BY, C.E. CHECKED BY, O.A.Y. OF DAIS K ORR.C.E. CITY ENGINEER m O Cz Xm E'X.MG R�w _ RE LT TC Gz=d.9to � _...- EQGE OF d V _. -. E Z PORTION /SO'VG. f3 vEMENT g !W 4 a G7 EL�l SZGB l �)o !� W� / 5/73' i C �y ti U O h V9 + ll Gl_-S.cYf'6 61 93 m 3 G2=/3.QJ� U N + r 39.27' 2A�YV/,.r . . l m' 50'!%C. t g D N r _ J N aN0 IV - -� � 11 � v - TK. r - U N 54 PEREICEua477 N 1 aq an`r" u p � T37T75 y c} IV V J �� F�f36341 `` u F 8 9l0'°Ye;Gz 8.09-`,K - .. N Q• • W ._+ 4.5/ZO% .. ~ 8. � °�$ NG m / v ro ?� �Rw h' n N {u v g N .- --._ � � p � N � _ 2 U I, N�., �W� / ov1't /e m J 1� W - -- w N b. i m // _ -_ /37.9"- �' ma1W� tl may fx� �3�5 v v h o n v \6 r M W e7 � TC S / I .a �Er,) ppl VT N Th V r \ J 1N \ r N � + N N N _ so' c cb �^YD q __ /00'VC. Wr - - --- ' PI@24425 _. . _. .._m _. RZ.Iw-Q#7�-K.=fB5Z% -__ 2 2L0'V.G. V 2L'MPH c� 1370" + =J3826G J G,- 7c7/ G2=/30/y, TC. 5 P7 2G+ o EL.=/�7azg K W Q I� � �; v I FUTURE TC.ARGUNO cUL-[E SAC ti ff m` 0 G2-H/3,°L N G,-8.13- G2--Z04% �1.v m U i + 1,2 FS @� rz ru'G RER _ e FICE r UTU E UL OE-,SAC I WIPE J' 8 Ml ' -. + •�._ NW + ¢ }i _ _ tj. N , SCALE HORZ. I"-40, l355 U1 FUTL(R /dam dl h' 9 Ex. G G //I� /I ° I I VERT. /" -- V -_ v N N �/ RT ITC. TC. w j��/ (�.�I __ a N I / N ti +a i+N �-1. h U 2 N n(� ^ g��/ `. -�-- Ex.NG.@ FUTURE R/W h r + �y �q p h �97/ �e __ 1 / !// J Ted N 3°J27 ~ r - 1W,V& t9 _ W W W ._ �_. ' Z _.� - d�4 J Zk X y�j SEX.N.G. @ /W Pl.Gd 27f75 EL /35T'-O 7C (7-YP) �: m / .' 2WW Gi= log% Gz=/3B6'/, )Ib Rr i TG ■ /VOTE' ADO /300 FEET M EL Fvq (O µ F) +' W� 6 ~ ci!C FUTURE RT TG-__-jmU C7/=8249' �2--7CrZ% O v1 lit�G. h N ° Q N N v,'I� PI.G24 F t ? PROF \liy N N J ,` - 1" 4 HORIZ 1'= 40' N' �i // \@R/V✓ W� ..... t -J VERT 1- 4' �- t9 xr 7C 14l tV PLAN 1'- 40' 27 26 SCALE FEET 40 zo 0 40 80 - 1 i. /F-1 _ DISPOSITION NOTES t �"�+ ■. M• 10 Protect in place. •08 k ie"4R. ` © Relocate. 03 Adjust to grade. Remove. -" ■ a Adjust Sewer Cleanout to grade per EVMWD Standards. Relocate Water Meter per Std.No.700. F �� •4'�� l] Relocate Fire Hydrant per Std.No.701. £ Adjust Valve Box to grade per Sid.No.703. I 0 ,� 09 Relocate Mailbox per Std.No.811. ]D] e 10 Relocate Street Name/Stop Sign per Std.No.816 and detail on Sht 10, _ 11 Adjust Manhole to grade per EVMWD standards. d 12 Relocate Sign per detail on Sheet 10. (,Zj + CONSTRUCTION NOTES [ C FUT CUQ8 RET D47A @ R Q1 Construct Street Section per Std.No.104 or Std.No.105 as modified 13 ll d -90"09 OS" 16 /6 c} 7 3 19 /7 /°J 3 16 2 I( Iti 16 16 FLINT ST DO p� R_B5, R k Z h t4 by typical sections and detail on Sheet 10. Ffl 25t97o7 FtoTTERY pj m ci L =39.E7' •��. �3 W ^oV 3-- p W N lit N N ? 3 d 3 W Q K 5.: I_-30' _,`,�U' _J 2 Construct Type A-6 Curb and Gutter per Std.No.200. D POTTERY $T. 16 T=25.LYl 6 v� N y U h�N W ti 'n 3" p V v W 3 1 3 Construct A.C.Driveway Approach per Std.No.208. FUT E'CR S C1 h n U un H. v K rM h v �'Il 0•I h V' �� � ON. N 0. li 2 003 4 Construct P.C.C.driveway approach per Std.No.207. 23+49.G9 o` S 3 K7 K O 5 Construct A.C.Dike per Std.No.212. k �t- W h u10 ' cW 4 �� y3 �9 �u n� U J + it3 W3 1 1 24+4009 PDTTERy L ; yl Rl J h '�E� 2. d l' Y ryaa,2 O ti 5 av W J Q ;� k 9 w W 8 Construct Curb Inlet Catch Basin per Std.No.300 and Gutter z0 ,1 II I N N �9£I b 1 ry I Depression per Std.No.311, W ' 3 s \ 4 8 vT ` ¢ ! _ 7 Construct P.C.C.Sidewalk per Std.No.401. N h , r g '� H� �_�- 'i ��� i I � d I I 9 I t � ,_ �� i 8 Construct Alley Apron per Std.No.500. 3 v 3 / 1 / / / 9 Install'Slob Legend and Limit Line per detail on Sheet 10 i 'W / _ 'Y 10 Install SW 1)0"Hill"and W6 speed(10 MPH)warning signs per detail on Ls._. -'�_:✓ $ - - + t l t 09. 9 Sheet 10, ,_ Z / 11 Street light to be installed by Southern California Edison. N _ I 1 Install W53'Not a Through Street'sign per detail on Sheet 10, 13 Join exisbn or new Curb and Gutter per detail on Sheet 10. 4 z 25_� J w,Was _ 9 SSE /EET 8 �s- N S -- 1 5 N/D U E y n 14 Apply tack coat and construct variable thickness A.C.overlay. m m o m 15 Remove exist Bituminous Surface and construct Street Section per Std. _10f02.BP7(/9U� No.104 or Std.No.105 as modified by typical sections on Sheet 10. : "-- _ w w r - wQ) 16 Grade and compact dirt driveway or alley per detail on sheet 10. ,p p HOO CUL-DE-SAG On �S�T PER 3T0 &0 600(AJ Salvage or replace any existing gravel. .C•f+89.GJ POT .' .� � / m � \\ I Install W17'Stop Ahead'symbol sign per detail on Sheet 10. \`- Ln Remove and reconstruct existing Masonry Wall per Standard Plan 618-0. Construct 4' thick P.C.C.Driveway surface. 3 (y`, ' / Construct Cross Gutter per Std.No.209.R L R L R L E d R L o U K,,, 0 2 aZ' p / N3Construct Type D Curb(curb height varies)per Std.No.204.3t7//C(�B RETDATA N r R R I`�.T j'c O °. R V V R N Install W31 "END"sign per detail on sheet 10. I � v89'39'S5" +hp ISCRIVENER C 3 �STREET24.0p'TA POR MOP/F/ED(/0'TO /Z pARKH1AY)FUTURE99.20' N+d � yl Ki V L=59.6°J'T-24.99' 6 6 a ro \J" CUL -06-SAC AT FLINT 5T 3 ll /3 v W • Z N ENGINEERS NOTICE TO CONTRACTORS 1 OTE, THE'ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: SCALE: PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COR- PRIVATE AND RDPUBLICINFOUTILION. AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS R.C. Q, APPROVED BY: CITY OF LAKE ELS I NORE .>, `� Z RECT IVE GRADING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR RE✓/SEO PROF/LE iPLAN LjpDED O W'L" "�( x �, 1•-40� 89 ColnAtmte,Inc. SHEET DURING THE COURSE OF CONSTRUCTION OF THIS PRO- THE ESTIMATED EARTHWORK QUANTITIES SMALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- AOOEO 5/GN 6 ST LT. f' T ANY VAT FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECT ING THIS WORK AND ANY DAMAGE OR PROTECTION JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- tEMO N MnPM Dr. PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- R.C.E. N0.I,NNIB(r DATE: sa pp4 G 9]tf7 IN THE COUNTY OF RIVERSIDE. CALIFORNIA VJ m CONTRACTGR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING s' (ins anoo 9 (71 QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SMALL VERIFY THE ,r`., EXP.S 31I9L DATE:9/� 3 FE8.,93 STREET /MOROYE,NENT PLAN EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- ( A / p DUET DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- SPRIVENEK STREET UNAUTHORIZED CHANGES 6 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM NO.pa41% THESE PLANS HAVE BEEN EXAMINED. AND THEY ARE IN 666 UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- EJ(D•� 11='� ACCORDANCE WITH THE CONDITIONS OF DEVELOPMENT. CITY BENCH I'1ARY: OF��SHTS CAUTION, THE ENGINEER PREPARING THESE PLANS WILL NOT FLICT IN LOCATION IS NOTED. THE ENGINEER MUST NECTION WITH THE PERFORMANCE OF WORK ON THIS * ORDINANCE. AND STATE OF CALIFORNIA LAWS. AND A FROM POTTERY $T TO FLINT ST. BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PERMIT TO CONBT UCT MAY E ISSUED. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- PROJECT EXCEPTING FOR LIABILITY ARISING FROM SEE SHEET 1 SIA, 23+0,6b 7D S7A.J0.o9.39 FILE N0. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MEN81ON8 AND SHALL REPORT ALL DISCREPANCIES TO THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- REVISIONS APR DA fJ V a�P _ jr- tYS--?S I PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMENCEIENT OF WORK. ING ENGINEER OR ANY PUBLIC AGENCY. DESIGNED BYE TM.S. DRAWN BY, G.E CHECKED BY,OAY. rF O``� W.O. FOR: F.B. F f l�1' R.C.E. / CITY ENGINEER R/W € R/W R R/w R/W R/W R/W • 1 30' 30' JO' 30' 3 Y 30• g/w �• 30, /W 10'-12' 18'-20' 18' 12' 10' 20' 20• 10' 10' 1 20' 20' 10' 12' - 18' 18' 12' 0 VARIES VARIES (SEE PLAN) r— PER' ' ' 16• 6 8 0•-16' O'-16' 86' O'-16' 0'-16•VARIES VARIES VARIES DAYLIGHT VARIES VARIESDAYUGHT 6' 0'-1e' 0'-16' 6 \ SEE PLAN) (SEEPLAN) = re Z 0 R/W VARIES (SEE PUN) i (SEE PLAN) (SEE PLAN) 0 R/W(SEE PLAN) I2MINFUTURE SIDEWALK /PER STD. NO.400(TYP.) 2:1 MA; \\EXIST. NG FUTURE SIDEWALK \ STD. N0.400(TYP. \ FUTURE A-6 CAG PER FUTURE SIDEWALK I - —DAYLIGHT \ \\ MATCH EX. \ STD. NO. 200(TYP.j _ _ //STD. No. 400(TYP.) EX. N G i 2:1 MAX 41 R/W 2:1 MAX \ 2:1 MAX 5% -- �-- 5% EXIST. N.C. 5% \\ 8% VARIES "�- VARIE -- 2111AX 11 �� - VARIE = 1i �� -FUTURE A-6 2'1 MAX VARIES .,� VARIES \ 1 I I 6x J / J -C&G PER STD. L J / I l J NO. 200(TYP.) FUTURE SIDEWALK FUTURE A-6 Jy 1 SM. NO. 400(TYP.) v CONST. 3• A.C. f CONST. 3• A.C./4• A.B. (TYP.) / / CONST. 3' A.C./4' A.B. (TIP.) I / C&G PER STD. \ / 4' A.B. (TYP.) :1 _ INSTALL 2•z4• / / INSTALL 2•x4• / N0. 200(TYP.) \ - REDWOOD HEADER (TYP.) REDWOOD HEADER(TYP.) FUTURE C&C PER - - ' DAYLIGHT � / I 'V2:I MAX.TEMP \ 0 R/\y_.[ GSM. NO. 200(TYP.) / SLOPE o 20+48.49 INSTALL 2'x4' SEX. N 2 1 MAX �` .. 2 ,. VPR\� VARIES /5x - FOR'PROP. C.B. REDWOOD HEADER (7YP.) STA. 10+45 TO 16+35 0 STA . 10+45 TO 16+35 f m MOHR STREET CAMPUS WAM 2:1 MAX /'S� I` —_-- --- �j STA. 17+25 TO 23+16 � �`X�DAYUGHT R/W CON \ _ / ®R/W 3°' 30' R/"' 30' 30' R/"' ST..3' A.C./4' A.B. (TYP.)/ NSTALL 2'z4• SCRIVENER STREET zL 10' 20' 20' 10' - DAYLIGHT REDWOOD HEADER(TIP.) SCALE: HORIZ. 1'-10' , DAYLIGHT 12' 18' 18' 12' � - / 0 R/W VERT.- 1•e2- ® R/W STA. 17+25 TO 21+78.53 R/W R/W F' 0•-18' 0'-18' 6• - 6• 16' 16• 6' VARIES VARIES �� SILVER STREET � 3D � o \ (SEE PLAN) (SEE PLAN) - DAYLIGHT 12' 18' 18' 12' \ I / ® R/W, SCALE: VERT. 1"-2' \ i / VERT. 1'�2'� / 6• 16' 16' 6• e FUTURE SIDEWALK PER EX. N.C. �� rt 'n // R/W �• 30' R/W 1 I .:8 C STD. NO. 400(TYP.) . ; i I E y 2' S� \ * EXIST.N.G. FUTURE SIDEWALK I i / 10• 20• 20' 10' I� 5y� STD. N0. 400(TYP.) / / 2:1 MAX DAYLIGHT (MIN.) 8x yp�lES VARIES '� VARIES /6% R/W 6' 16'k 16'k 6' \ 2:1 MAX _ I 1 2:1 MAX FOR - k SEE PLAN OR LOCATIONS ( \ CUT ELOPE FUTURE SIDEWALK 1 5%' VAR\E5, - J FUTURE A-6 h 5% \ _6 MAX 8'/. 2x (TYPICAL) L. y-- _ I / 1 - CAIG PER STD. \ _= PER STD. NQ 200 _ 2:1 MAX / N0. 200(TYP.) \I \ VARIES— VARIES CONST. 3•A.C./4' A.B. (TYP.) / CONST. 3•A.C./4' A.B. (TYP.) �k 1 \ L FUTURE A-6 NSTALL Z'x4• / , INSTALL 2'x4• \ FUTURE SIDEWALK FUTURE A-6 C8>; PER STD. 1 �_ ___ - I \ NO. PER STD. REDWOOD HEADER(TIP.) / / REDWOOD HEADER (TYP.) -\ STD. N0.SIDEWALK (TYP.) STD. N. A- (TYP.) 1 __-NO. 200(TIP.) DAYUGHT ' i// \ \ EXIST.N.G. FUTURE A-6 4-A.B. (IYP.)/ EX. NG\ STA. 17+25 TO 23+07 0 0 R/W 2:1 MAX \ Sx\\ 8x I• N0. 200(TYP.) CMOHR STREET Y DES VARIES_ Z• INSTALL 2•x4• \ ( �- REDWOOD HEADER (TYP.) SCALE: HORIZ. 1• 10' ' STA. 17+25 TO 23+07 —; _ �_— 2:,I MAX `\ \:1 MAX •= - L J - VERT. , =2• CAMPUS WAY ---, - CONST. 3' A.C./4• A.B. (TYP.) STA. 23+93 TO 28+60 �� \� SCALE: HORIZ 1'='=10' - INSTALL 2•x4' 2• I _�Do L IGHT VERT. 1 R/W REDWOOD HEADER(TYP.) SCRIVENER STREET � \ STA. 17+25 TO 23+28t SCALE: HORIZ. 1•-10' REPLACE EXISTING SURFACING IN KING LEWIS STREET VERT. 1"-2' SEE NOTE 1. FE y �• SCALE: 1�TZ. 1•_1 FUTURE BACK,/ g O VARIES 6'MIN. 5' VARIES 5• ) OF SIDEWALK - 6 FOR A.C.OR N EXISTING '/ IN �rTELSPAR MOUNTED POST PC.C.D/W W/ RIGHT HINGE POINT OF SLIDING ANCHOR -� FORM 0.10' LIP WAY ft s�'— I CUT OR FILL SLOPE ----_ `r SLEEVE-..- _ C —— _ FOR .D/OR PC.0 VERTICAL / HINGE L)NE FUTURE W _ AMGENT CURVE \ �'� - CURB FACE5 s FLOW 2' EDGE OF PAVEMENT9_ _`N i VERTICAL i FUT.C 11 C BACK-0F'S/W I EDGE OF CURVE 44k MN EXISTING P�r) .1�S/WaIPAVEMENT ,o VARIES S' / ` TYPICAL SIGN NOTE: 11.DRIVEMAYS 07H GRADES GREATER THAN 15X SHALL7PROFILE BE SURFACED\MTH ASPHALT CONCRETE OR PORTLAIp � i :_'. . PLACEMENT DETAIL L CEMENT CONCRETE TO MATCH E)OSUW DOM M1AY. / . BCR < 2' A.C. PAVEMENT 5• ONCOMPACTED NO SCALE Q.1MM M 0LW OWAK:14M FOR CW.",U FM 5" 1 SACK '.CURByp�' NOTE: HAND-PLACED A.C. NATIVE 1 W 1 1 EXISTING STOP SIGN DIKE. TAPER FROM _ J VARIES , - (R1) AND POST TO BE: 6' AlT CURB TO 0' RB'FACE 2x3 D.F. REDW000 HEADER IN ,0' 2x4 REDWOOD STAKE ! 1) REMOVED AND SALVAGED HEADER ti, I 2) CONDITION REVIEWED BY w+ Gl1RB CITYS REPRESENTATIVE TYPICAL SECTION 1 3) INSTAL I PER THIS DETAIL W ANGLE POINT FOR CURB O 20'.FROM rt TTER LIP A'C' n 6 1 IF CONDITION ACCEPTABLE EDGE o 10• co PAVEMENT 4 a 4) IF UNACCEPTABLE REPLACE -PAVEMENT (EDGE OF p w tL p A� v WITH NEW SIGN h/OR POST PAVEMENT DRIVEWAY DETAIL 0 �U SUPPLIED BY CITY BECCZR ATE - - 3 �... NO SCALE - . STRIPING AND SIGN RELOCATION DETAIL 0—.CURB & GUTTER JOIN DETAIL 0 "_REDWOOD HEADER DETAIL NO SCALE NO SCALE NO SCALE O REVISIONS: R.C.E. SSIO AP ROVED BY: m / REV/SED 7Y7/CAL SE[7/oNS, OR/VEWAY OCTAL, 1 GUR61•GUTTER✓o/N OETAL s,>e,P,N� , f .�-�" �- .dry ,s 5„oWAt � a CITY OF LAKE ELSINORE i . C'f. z 5/6N RELOc4rloN OCTAL. .j R.C.E. Md./ 044186 DATE; 6a,wpw w aan 1N THE COUNTY OF RIVERSIDE. CALIFORNIA SHEET C EXP. 3/31/96 DATE:9/!93 —:rIsn)�01-�100 1 Q m �C STREET IMPROVEMENTS No.044186 THESE PLANS HAVE BEEN EXAMINED,AND THEY ARE IN 3 31 ACCORDANCE PATH THE CONDITIONS OF DEVELOPMENT,CITY BENCH MARK: TYPICAL SECTIONS 2F12 SHTS M ORDINANCE.AND TATE CALIFORNIA LAYS•AND A 6fET 1 AND DETAILS PERw TD Ar BE ISSUED. FILE NO. T �! EE SHEET 9'Trs•_7 W.O. FOR: F.B. '' - .n. .v ��F \\� R.GE.N0. 21837 CITY vagow rj,CAMPUS WAY-I l0•((G // FUTURE CURB F GUTTER B SIDEWALK�� QO VIC , NEW C.B. O EXISTING CRB D COTR G F.C. NS TD. IFZ CONNECT T '. C O CB 100 AND DETAIL"A"SHT 12 K RECONSTRUCT GUTTER DEPRESSION D EXISTING GROUND AT fL STORM DRAIN - AT (L MOHR ST,- OF STORM DRAIN ; aI 1 1330 - POSED F.S.AT rL S.D. H+j�! 1 I- $. 3. of 3 i F1 HYD. DATA ¢ w 0100-21.2 CF.S. /� V- 14.9 F.P.S. m w i; RB,GUTTER d SIDEWALK, __ � .. - __. � J1 EST LE7 fNl J 2,. JLPt6 - 8.00 a u N x x / W W i-�` � 1NI•Et L p+46 O0 S°0.0116 ryp? L{aL(INTERIM) 155 o is" INL 0E \1313.23 GRADE CHANGE + C & R Z p25T HYDRAULIC DATA I _. _-. _..._.. _ n •O 0 100-25.5 CFS. C V= 18.6 FPS. - T O {. HYDRAULIC DATA 4'-36"R.C.P.,1200 D 10 INLET IE) 0100• 35.3 C.F.S. CONCRETE BULKHEAD I CLSTA.10+6 } - V=7.2 F.P.S. r t t.._.-i-._'�.+" ....... _ N O R RCFCD.STD.M816 HYDRAULIC DATA MODIFY BOTTOM PER___-" 30 0 100-41.8 C.F.S. N-I PROFILE SCALE: DETAIL"B, SHT 12 3 V-8.5 FPS. 1"=40'HOR1Z. 8 0 , 346'-30"R.C.P. I D 1"•4 VERT. + ... _. 1 i 10 II 12 13 14 15 li 17 18 i W h `1 rt CURVE DATA 5a ou - MOHR ST. ■ N18°2308"E_ A=33°10'00" O w Z a ' R=22.50 o a o CONSTRUCT 6"A.C.DIKE FROM C.B.TO It PER STD.212 CONSTRUCT CATCH BASIN L= 13.02� PER R.CF.C.D. STD.CBI00, T=6.70 2 G, o °'z ■ $ _ C W=10',V=7.0'. MODIFY B.C.=IOt77.90 CONSTRUCT 120 LF DRAINAGE pH- Qy F +vi CUIIYE DATA �y c BOTTOM PER DETAIL"B" E.C.=10+90.93 DITCH PER ETAIL"C",SHT.12 z O z ,E CURVE DATA CURVE DATA fi i Q w z w =89•SB'03" '" Co SHT. CONSTRUCT LOCAL S=1% MIN, D 12 '2 2 ` o m 3 O DEPRESSION PER R.CF.CD. w u h w R =22.50' =48.00,00" - �=48.00'00� K D h I STD.LD 201 CASE"B'. O4 a x. L =35.33' R = 22 50 ? R=22.50 n,n PROPOSED 10 X10' DRAINAGE EASEMENT w m w T =22.49� L= 18.85' W= L- 18.85 '■_ ,:-- 1. CON , I _ =I3+24,94r I T = IO 02' J d _ ' GATES TCHLINE 12+00 \ r RC-IS+76.20 z a T 10.02 o .=13+60.27 - w W O 0 �� B.0=17+50.42 }Q IB'2 05 SEE RIGHT E.C. 15+95.05� n w i°o m E.C.=17+69.27 nPF-- I- / /J .I n �y' = u n N F r 3 R 2 ' S"-J �� : �P TECT FENCE / -� N'` 1 2 - I`3' - (~j)� W w . m w L)1" m 111 L-•_ • � � _ _CONSTRUCT AC.APRON ___. _,. -- __ a' i. ..! ... ._� '� �� W w - H ¢(L 3 AL.OVER n'A.B -`-fJr}!� _ l - ( .'3 - _. .. :o- I iO w z y= L^ >�F;� 1 17+88.20 STORM DRAIN-20+75.14(18.33' - w - p(twn u ow a z u r AS SHOWN. -- ._ / 'L.., ` 126.87 O owz I �' n _ > 1 w O III O = 0 w O N I 1 CAMPUS END 24'RCP S.D.-CONNECT TO _ y l• "R, 'i $ a 'V� u o m O EXISTING CATCH BASIN. CONSTRJCT NEW BULKHEAD PER RC.FCD. �;s; "' l \xO 71.3N 55"M� I r NI�1 1 O z _W vin - `C.B. BOTTOM PER RCF.CD. STD.CBI00 AND I 3 Mb STD. M816 > - j �,+�.1, \ I ' m f I. , 1\ '1 I aq< * AND DETAIL"A",SHT.12 ..3 _ ..__..._ - / c �\ / =W � N 50 �JLL_t ) ,n� ONSTRUCT YARD 0 16 n I qw k / m 3 JI �I Ili CONSTRUCT YARD o w w E CURVE DATA = tL3 t µ G i j"I / rt 6. `T ORAINPERI AIL'D; u DRAIN PER DETAIL°B' - w A° p I - `, �! 'U,I o rlr- ..... 5 SHT.:-:TG=1327.7 - - Z J SHT 12 Z V' z 90°DODO a w Np ZA - , EXISTING 18° R C P S.D. f CONSTRUCT 6'A.C. '!� m I 3:6 m E CURVE DATA wo T=22.50' N 0 G I ( --r N71•13446 W z DIKE PER STD.212 w w =33°10 00 R-22.SO' XN ... I I - z o. - w i �R =22.50' B.C.-11+62.73 o I I�I �r, su ; N rc o o: E.0=11 r 88.07 I � ' I II■f J I /' 1t"4 I 1Wu LL 0 mr; T. 6.70' a rc E CURVE I ATA w a J z W SCALE FEET 1 za _=8�4" I rL a Q ; O Ilh¢ CURVE DATA I m J CURVE DATA In B.C.=IOt60.00 0 a u --� a 18' O z 1-z 3 w =48°00 00 o w 40 20 O 40 80 0- R 22.50' 3 0=48°00'00" a 0 c E.C.=10+73.02 F IY W L =18.85' z a 3 t W rc L =35.33 R=22.50' ' u �z R =22.50' W T =22.49' L=I8.05' B.C.=13+85.30 T=10.02 = pZ ~O oy T =10.02' N? E.C.=14+Z0.G3 B.C.=15+57.34 O Wo 0: w? B.C.-17+69.28 xx E.C.=15+76.19 u a u a R J E.C.-17+88.13 w o < NOTE, THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENGINEERS NOTICE TO CONTRACTORS B (7 CONTRACTOR AGREES THAT ME SHALL ASSUME SOLE AND REVISIONS: SCALE: PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE COT. PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS / k--VISFD C AfAIS WAY5EG770A/ .�OOF� R. ID APPROVED BY: CITY OF LAKE ELS I NORE ■ °D z RECT IVE GRADING. IF REQUIRED. REFER TO SOILS REPORT. AVAILABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- ��//!t J{� �•^+O• B9 CmlIItORL7,Im. SHEET ,� � THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED IN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- �bP'1✓7 M.N. AAA/ F ---- 111 ,e■■p•■•,,,�p A JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- 'y IN THE COUNTY OF RIVERSIDE. CALIFORNIA O ANY MAY FOR BIDDING OR CONSTRUCTION. IT SHALL BE THE FECTING THIS WORK AND ANY DAMAGE OR PROTECTION PERTY. THAT THIS REOU IREMENT SHALL APPLY CON- 'r/ R.C.E. NO. ON4f Bfe DATE: b Dl�pa rA 9 _l CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION Z 13 93 (lh Y)NI-E100 m OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING �" EXP.3 31 5Yo DATE: ��p� STORM DRAIN IMPROVEMENT PLAN QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- �" _- •'+4� EXISTING ELEVATIONS OF IHE EXISTING MAINS WHEN DEMNIF7 AND HOLD THE OWNER. THE CONSULTING EN- FROM POTTERY ST.BETWEEN MOHR ST AND DAVIS ST UNAUTHORIZED CHANGES A USES MAKING CONNECTIONS AND UNCOVERING ALL E%1 ST ING GIN ER AND ALL PUBLIC AGENCIES HARMLESS FROM �44I v ACCDRDnNCETHESE SMHAVETIEECOIDI„I ONS OFOF DEVNED. AND HEELOPMENTY ARE,NCITY BENCH MARK: TO CAMPUS WAY BETWEEN PGTTERY ST AND SUMNER AV OF 12 SHTS UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- 3U S CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT FIE IN LOCATION IS NOTED. THE ENGINEER MUST NECT ION WITH THE PERFORMANCE OF WORK ON THIS EXD. ORDINANCE. AND STATE OF CALIFdIN1A LAVE. AND A BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PRGJECT EXCEPTING FOR LIABILITY ARISING FROM * PERMIT TO CONdTRUCT BE I88UED. SEE SHEET STA.10+00 S.D.TO STA.17+88.20 S.D. FILE N0. CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- ,l PEAN5 MUST BE IN WRITING AND MUST BE APPROVED BY THE THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- ryARK REV APR DATE f �P _ 99,j MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO ING ENGINEER OR ANY PUBLIC AGENCY. CHECKED BY, TM.S. JT OQ� W. FOR: F.B. PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED BY, M.u/.G. DRAWN BY, M W.6_ FRANK CARL TE R.C.E.21387 CITY ENGINEER s c 00 JND• ` N9sac ND Wt S.E. W I T k. 13 1 0 11 Li ON VI T I I H LL � O N m _ I o RF • s +x s - - - - - - 5 J 40 _151MAIC DATA 1 1 FS 1 PLAN VIEW SHEETI 1 PROFILE SCALES: 1. = 4' H ii 1' = 4' V. 1 s' s0. DITCH PER-DETAIL`C• i` A A a CONSTRUCT C-36"RCP STUB FL �N0. 2424 STEEL TRAFFIC MATH CONCRETE BUIXIIEAD 12' •D"PER PLAN 6" / GRATE WITH FRAME I z PER RCFCD Sm.Y815 ./�// (GALVANIZED) M ( WITH THICKENED EDGE CONCRETE APRON I j REMOVE EX FLIER FABRIC&GRAVEL- �.1.. � MA , CONSTRUCT NEW BOTTOM AS SHOWN. I I p 35) 24 CONNECT CT X24"CATCH BASIN 1 CT TO MAINLINEWITH 5" WALLS PER I 1 CO A BROOKS PRODUCT DWG. I I STORM DRAIN MATH ` NO. 2424 OR APPROVED 1 I I.S. N0.4 IN PIPE IMLET PIPE /�\/ EQUIVALENT I 1 7 OUTLET PIPE / 11. i • • .> • X 6•X12"FOOTING • • • "X12"FOOTING :. W/REBAR(T1P.) 12• T W/REBAR(TYP.) 4•CONCRETE APRON V 4. r'I FILTER FABRIC I 2-/5.1-1/2"CLR. OR T! 18.9OX COMPACTED FILL 18 9OX COMPACTED FILL 3. Pg. CONCRETE TE BELOW BOTTOM BELOW FOOTING WITH 2500 PSI, AIR PLACED CONCRETE WITH 1-1/2'X1-1/2" 17 GAGE STUCCO 10"PYC 5•CONCRETE BOTTOM DETAIL 'A` - INLET BOTTOM CONSTRUCTION DETAIL 'B' - INLET BOTTOM MODIFICATION NETTING. SECTION A-A NO SCALE NO SCALE DETAIL `C" - DRAINAGE DITCH NO SCALE DETAIL "D• - YARD DRAIN <j - 1 NO SCALE - REY SIONS: R.C.E APPROVED BY: 1 REW5 L/N�'D" , /LE ��IL��R�.B. f � 4. ,dl�/, - 1"-4. esC••�n„I..�. --1- CITY OF LAKE ELSINORE - ,.� z s-1 17-f35 4ci U•EO r�.n.r.a. IN THE COUNTY OF RIVERSIDE, CAUFORNIA SET R.C.E. N0. ON4191n DATE- J27( v �— 0�41 EXP. -5131IR& DATE: a STORM DRAIN IMPROVEMENTS 12 nNESE PLANS HAVE BEEN EXAMVIM.AM THEY ARE w CONNECTOR PIPE PROFILES & DETAILS tv 40. ACCORDANCE MTH THE CONDITIONS OF DEVELOPMENT,OTY BENCH MARK: OFl2 SHTS I * * ORDINANCE,ANDS TE OF CALIFORNIA LAWS,AND A �ITT 1 FILE N0. FERIMT TO j BE ISSUED. r� Of AUFOQ�' R No. 218379-�'•7_"T W.O. 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