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HomeMy WebLinkAbout2278 i I A' f'PR S TREE T & S TORM DRA IN 0 PLANS NOT/CE TO CONTRACTORS GENERAL NOTES. Construction contractor agrees that in accordance with genera//y accepted Cal'fcxnia Council 1. A// work sha// be done in accordance with these p/ons, the City of Rancho Cucamonga StandardsFOR construction practices, construction &taOF nl Enrineerr and the Standard Spearrcations for Pub/ic Nbrks Construct/on — current edition, Including its annual contractor will be required to assume sole &lnd Surveyors supplements of amendments Contractor shall be familiar with and shall be responsible for adherence and complete responsibility for job site conditions during the to these Standards and Specifications course of construction of the project, including safety of a// persons and property, that this requirement shall be made to 2. A// pipelines or substructures of any kind, telephone or power poles, water meters, valves, Are apply continuous/y and not be /invited to normo/ working hydrants, etc. shown or not shown on these plans wlth/n the right—of--way limits or in adjacent areas hours, and construction contractor further agrees to defend, where improvement work is to be done shall be the removed, rep/aced, relocated or protected in indemnify and hold design professional harmless from any place as required at no cost to the City of Rancho Cucamonga. and a// //ability, sea/ or alleged, in connection with the DRC 2008mOO632 performance of work on this project, excepting liability 3. Any contractor performing work on this projbct shall familiarize himse/f with the site and shall be arising from the sole negligence of design professional. sole/y, responsible for any damage to existing facilities resulting directly or indirectly tr his operations, whether- or not such facAlties are shown on these plans. A// contractor and subcontractors performing work shown on 4. A permit shall be obtained from the City of Rancho Cucamonga Pub& Works, Engineeringor related to these plans shall conduct their operations so Department prior to any encroachment or construction within any City of Rancho Cucamonga STREET CONSTRUCT/ON NOTES QUANT/TIES OWNER that employees are provided a safe place to work and the g y O A/R L/QU/DE, USA public is protected. A// contractors and subcontractors shall easement or rht—of—wa . r " " •• CONSTRUCT 4 MIN. AC PAVEMENT OVER 4 MIN. AGGREGATE BASE (SEE GENERAL NOTES 9 & 10) 18,330 SF comply with the Occupational Safety and Health 1 2700 POST OAKBLVD., SU/T£ 1800 Regulations" of the U.S. Department of Labor and with the 5. A// grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at a// O2 CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA S71� ONZG. NO. 104, TYPE A2-8 757 IF HOUSTON, TX 77056 State of California Deportment of Industria/ Relations hinge points, edge of pavement polnts within 0.01 foot of sub—grade elevation and at not more than " " 50 foot intervals Additional avis stakes may be required b Cit Engineer as needed of warped " construction Safety Orders . The CiWI Engineer shall not be P 9 Y 9 Y Y 9 rP 03 CONSTRUCT 4 PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 103 & 114 3,790 SF responsible in any way for the contractor or subcontractors 0 or vertical curve areas compliance with said regulations and orders.4 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG N0. 102, SINGLE RAMP RETURN 2 £A GEOTECHN/CAL ENG/NEER 6. A// sewer, water, electric, gas, phone or other utility latera/s, mains, or crossings sha// be constructed prior to povrng. 05 COLD PLANE EX/ST. AC PA wwwwww0.10' M/M AND CONSTRUCT VAR/ABLE THICKNESS AC OVERLA Y 2,420 SF RMA RMA GROUP SANTA MARGAR/TA COURT 821 VA TE ENG/NEER'S NOTICES TO CONTRACi2ijTORS 6O CONSTRUCT DR/VE APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 101, 557 SF RANCHO CUCAMONGA, CA 91730 7. Compaction tests of embankment construction, trench back>i//, compacting original ground and a// th 909' ( e existence and approximate location of any underground sub—grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with TYPE C, W=40 ) 989-1751 utilities or structures shown on these plans are obtained by a these compactlon tests shall be submitted to the City Engineer for approval prior to the placementO7 CONSTRUCT 5" AC PA VEMENT OVER 6" AGGREGA 7E- BASE (SEE GENERAL NO TES 9 & f0) 1,800 SF search of available records To the best of our know/edge, of base materials and/or surfacing. there are no existing utilities or structures except as shown 8O CONSTRUCT CURB OPEN/NG CA TCH 8A SIN w 7 GRA TING PER C/TY OF RANCHO CUCAMONGA 1 EA on these plans The engineer assumes no liability as to the ht At the comp/etlon of povrng, o materia/s report shall be submitted to the City Engineer Listing STD. DWG NO. 302, W--6.4' (2 GRA7E-S) SA SIS OF BEAR/NG exact location of said lines nor for utilities or irrigation lines a// tests or determinations completed to verify stability oil content and gradation of asphalt pouting, whose locations are not shown. The contractor shall be O 9. Prior to installation of any paving, o materials report shall be submitted to the City Engineer. CONSTRUCT LOCAL DEPRESS/ON PER C/TY OF RANCHO CUCAMONGA STD. DWG NO. 307, CASE F 20 SF BEAR/NGS ARE BASED UPON 7XE CEN7FRL/NE OF ARROW ROUTE AS BEING N 89'41'17" W PER PARCEL responsible for notifying o// utility and irrigation companies Listing all tests or determinations completed to verify. R—Value, sievze onolysis and send equivalent 10 CONSTRUCT JUNCTION STRUCTURE PER DETA/LS ON SHEET 3 1 EA of aggregate base. MAP 13724. prior to work an excavation to determine exact location of a// G INSTALL 24" RCP STORM DRA/N (2000 D) 25 IF lines affecting this work, whether or not shown heron, and 10. Pav/ng shall be performed in accordance with R—Value and Payment tests taken to determine for any damage or protection of these lines. structural sections 12 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. TREES ALONG VACANT PROPERTY 27 EA TO BE INSTALLED UPON DEVELOPMENT BY ADJACENT PROPERTY OWNER. The contractor shall ca// in a location request to 11. When improvements are to be placed on native soil which consists of o rocky materia/, the BENCH MARK. Under round Service Alert (U.S.A.) Phone 1-800-422-4133 sub—grade shall be prepared by removing a// rocks which protrude above the sub—grade and a// voids 13 INSTALL S71?EET LIGHT, 5800 LUMENS HPSV BY SCE; PAID FOR AND CODRD/NA 1F0 BY DEVELOPER 1 EA FD. 2" BRASS DISK /N SOUTNWES7FRL Y LEG OF two �2) working days prior to digging. No construction or depressions shall be Ailed with a fine grade materia/ of a quality better than the natlm materia/. SOUTHERN CALIFORNIA ED/SON TOWER NO 15 permit issued by Public Works Deportment shall be valid STAMPED 14 ADJUST WA 1Z�R VALVE TO GRADE 1 £A "S.B. CO. SURVEYOR B.M. 1.22", 0.3 MILES invo/uyng underground facilities unless the applicant has an 12. /f the asphalt concrete is to be placed on sub—grade, o soils sten/ant registered by the E.P.A. for 15 ADJUST MANHOLE TO GRADE 2 £A NOR7T� OF 4TH STREET, 100 FEET EAST OF THE inquiry identification number issued by U.S.A. use under A.C. and A C.C. shall be uniformly applied at the manufacturer s recommended rate for the NOTZ�RL/NE OF ETTWANDA AVENUE. full pavement width prior to paving. 16 RELOCATE EXIST. SnREET LIGHT 1 EA CON 13. Estimate of quantities is provided by the Engineer are only for the convenience of the developer, EX/ST. GAS VAULT TD BE PROIFCIZ�O /N PLACE 1 £A 17 RANCHO BM 10010, ELEV. 1065.641 FEET the contractor shall make his own determinat/on of construction quantlt/es before submitting a bid. O ABBREVIA T/ONS Any item of work required by these plans which is not specirica//y /fisted in the estimate of 18 EX/STING VER/ZON MANHOLE TO BE PROTZ�CIF'D /N PLACE 1 EA quantit/es shall be considered as included in the other items of work. TC TOP OF CURB 14. Street signs per City of Rancho Cucamonga Standard Number 401—A and 401-8 shall be constructed 19 RELOCATE- EXIST. CHAIIN L/NK FENCE TO RI 357 IF FL FLOWL/NE at each intersection. FS RN/SH SURFACE 15. City approval of these plans does not relieve the developer from responsibility for the correction of GS GRADE BREAK error and omission discovered during construction. Upon request the required plan revisions shall be FF RN/SH FLOOR promptly submitted to the City Engineer for opprovn/. 1W TOP OF WALL 16. Work Site and exterior streets shall be kept in a neat, clean, hazard free, orderly state, throughout SIGN/NG & STRIPING CONSTRUCT/ON NOTES QUANT/TIES TF TOP OF FOOTING construction. Site shall be cleaned upon request of the inspector. 30 PA/NT TYPE /V ARROW PER CAL TRANS STD. PLAN A24A 6 EA FG FN/SH GRADE 17. Contact a// Utility Companies as required— 48 hours prior to excovat/on. Provided for ynur HP HIGH POINT convenience are the following.• 31 PA/NT LANE DROP ARROW PER CAL TRANS STD. PLAN A24A 2 EA A. Southem California Edison (909) 357-6240 32 PA/NT 12" WIDE L/M/T LINE 22 IF LP LOW B, Verizon (800) 483-3000 7S TOP OFF SSLLOPE C. Southern Ca//fornia Gas Company (909) 335-7530 33 PAINT "STOP" LEGEND PER CAL 7RANS STD. PLAN A24D 1 EA EX EAIS77NG A Cucamonga Valley Water District (909) 987-2591 E. Metropolitan Water District (909) 593-7474 34 INSTALL TRAFFIC SIGN ON POST PER C/TY OF RANCHO CUCAMONGA STD. DWG NO. 401-8 5 £A LEGEND F. lime Warner (800) 699 G. Charter Communicationss (90(909) 987-6275 35 PAINT DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 133 325 LF CITY OF ��° 36 PA/NT 8" OH17E- LANE DROP LINE PER CAL 7RANS DETA/L 378 300 IF EXISTING S1IPEET L/GHT RANCHO CUCAMONGA EX/S17NG MANHOLE O FOOTHILL BL VD 37 PA/NT 8" WH/1E- CHANNEL/Z/NG LINE PER CITY OF RANCHO CUCAMONGA STD. ONti NO. 133 406 IF £X/S17NG U17L/TY LINE -----(18" W)----- 66 EX/ST/NG SUR VEY MONUMENTA TION: 38 PA/NT 4" SKIP WHI7F LANE LINE PER CITY OF RANCHO CUCAMONGA STT DWG NO. 133 460 IF I HEREBY COR 77FY THA T I HA VE /DEN77RED ALL SURVEY MONUMEN7S 6 F RECORDS) rRNA T COULD BE DIS; EX/S17NG U17L/TY POLE - Z 39 REMOVE EX/ST. S714/P/NG/Ii LARK/NG BY SANOBLASI7NG --- W BY 1H/S PROL ECT. ALL S�4/D MONUMENTS WH/CH CURREN&Y EXIST/N rhF FIELD ARE SHOWN ON THESE PLANS O " CURB & GUTTER — — — — — — — — v� 15 — — -- - - - - - AND ARE DESCRIBED AS FOLLOWS• 40 REL0CA IF £X/ST. SIGN AS NOTED 7 EA EXISTING 8 __ � � SITE EXIS77NG RIGHT OF WA Y/LOT LINE Q NONE 41 PA/NT 4" SOL/D W9y/1� EDGE STR/PE PER C/TY OF RANCHO CUCAMONGA STD. DWG. NO. 406 100 LF O QRpFESSIONq� PROPOSED 8" CURB & GUTTER = L. w " K ARROW ROU7E ,00� 4 AC PAVEMENT OVER Z DA ND L. WH/11� R.CE: 52921, EXP. 12/31/12 DA Mr w ��No.52921 � "m' REMOVAL NOTES QUANT/T/ES 4" AGGREGA lE BASE Exp. 12/31/12 s� CIV 1�- tiP OA REMOVE EX/ST. AC PA VEMENT 186 SF 4" PCC SIDEWALK Q 47H S7RE£T 9TF of cA�tF 8 REMOVE £X/ST. PCC SIDEWALK 1,007 SF GR/ND AND OVERLAY A�<,/ ;;y C REMOVE EX/ST. CURB & GU77ER 52 IF AC PA VEM£NT e DO REMOVE EX/ST. TREE 15 EA W OE REMOVE EX/ST. PCC DRI VENA Y 1,005 SF OF REMOVE POWER POLE (BY OTHERS); PAID FOR AND COORDINATED BY DEVELOPER 1 EA V/C/N/TY MAP OG REMOVE EX/STMASONRY WALL 55 IF HO REMOVE EX/ST. CONC. MOW STRIP 10 IF CONSTRUCT/ON NOTES FOR STREET TREES: REMOVE WATER METER VAULT (PER CVWD PLANS) 2 EA 1. ALL STTTEET ;TREES ARE 70 BE PLANTED /N ACCORDANCE WITH Cl TY STANDARD PLANS KO REMOVE BACKFLOW PRE VEN7OR (PER CVWD PLANS) 1 EA DESCRIPTION OF CHANGE DATE SHEET INDEX APPS 2. PR/OR ro 11y£ COMMENCEMENT OF ANY PLANI7NG, AN AGRONOMIC SO/LS REPORT SHALL BE CITY OF RANCHO CUCAMONGA FURN/SHED TO 7HE INSPECTOR. ANY INSPECANY UNUSUSAL TOXICITIES OR NUTR/ENT DEF/C/ENC/ES 1 777LE SHEET MA Y R£QU/RE BACKFILL SOIL AMENDMENTS, AS DE7ERM/N£D BY THE Of TY/NSPEC7OR. 2 YELLOW*WD COURT IMPROVEMENT PLAN & PROFILE J. ALL STREET rPEES ARE SUBJECT TO /NSPEC770N AND ACCEPTANCE BY THE ENGINEER/NG STREET TREE LEGEND 3 M.W.D. STORM DRAIN CONNEC77ON DEM/LS STREET ,4N0 STORA! DRAIN /AIPROVEA!£NT PLANS SERVICES DEPARIMENT. 4 ARROW ROU7F S/GN/NG & STRIPING PLAN STREET NAME STREET TREE COMMON NAME GROW SIZE SPACING QUA-. LEGEND FOR 4. S7R?EET rRE£S ARE TO BE PLANTED PER PURL/C IMPROVEMENT PLANS a W Y. (BOTANICAL NAME) SPACE YELLOWWOO COURT I YONOTHAMNUS FLOR/BUNDUS CATALINA IRONWOOD 5' 15 GAL. 20' 27 0 rawwWOOD COURT & ARROW ROUTE DRC 2008-006321ROW 2010-00460 • APPROVED 8Y: DATE: 5-2 G DICE IST o QROFESSIONq< CITY ENGINEER RCE NO. .53672 �' Q L. ly,�, F.y DESIGN RECOM 0 (0 PLANNING ENGINEERING SURVEYING ��� J� G 41 HHH F-nrarr�r,RR C:m^la Nnrrli,:-intra 1;-,M (/� Q' /A `� JB&O INC. Temecula.Ca.92590 mL All e �~Ja b 1tY, W N0.52921 M 951-695-a909 Fax X DRAWN * Exp. 12/31/12 * SB&O, INC 41 OF CIV 1\- 1P OF C p,��F CHECKED DRAWING NO.811 p DA WD L. WH/TE, R.C.E. 52921 EXP. 12/31/12 SB&O, INC 2278 - --- --- -- - - BENCHMARK __ -_ _ FD. 2 0 BRA SS D/.SK /N SOU THWESTERL Y ® 94 8D - - , LEG OF SOUTHERN CALIFORNIA ED/SON - W " _ _ . Ota _- _ _ _ rOWER NO. 15 STAMPED S.B. CO. -- - - p _ - - - - SURVEYOR B.M. 1.22" 0.3 MILES NORTH V _. V � _ I \^ -_ _ - OF 4TH STREET, foo FEET£AST OF THE W W O - -- - - - - - CENMRUNE OF E77WANDA A VENUE. H _rT _ - - _ - - _ - , - _ o _ -- - - _ _ RANCHO BM 10010 £L£t!° (065.641 FEET - - - V' - s �• 4 l - - - - - - - - UM 0 - W _ -J - - Ot 0 p _ - . - _ _ wow - - _. _ _- 6 -- - 1. - - -_ si • - - - r\ - - • • _ -_ �o eco - - � - - - - -- -- - --- - - -- _ ---- -- hL 71 - - _ - / _ 8 . - C-D - - - _ _ - - - PROF/LE VERT.. 1 -4 Rjw Riw REMO VAL NOTES STREET CONSTRUCT/ON NOTES ,) j I(5 i) i j 309111 20' ;!` I ` 66 �A REMOVE EXIST. AC PAVEMENT O1 CONSTRUCT 4" MIN. AC PA VEMENT 0V 5R 4" MIN. AGGREGA TE BASE (SEE GENERAL NOTES 9 & 10) \" =- � n: ��� 50' �' I 33' 33' 8 R£MOVF EXIST. PCC SIDEWALK O2 CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA S1D. Dili NO. 104, TYPE A2-8 t I j I I �� I 11• 22' 22' 11' I C REMOVF EX/ST. CURB & GUTTER O3 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 103 & 114 � ( I I DO REMOVE £X/ST. TREE !�„ O4 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG NO. 102, SINGLE RAMP RE7ZIRN 3 I EO REMOVE EXIST. PCC DRIVEWAY A - -- 1 I j J I 1 2 .1 0.13 OS COLD PLANE £X/ST. AC PA VFMENT 0.10' MIN. AND CONSTRUCT VAR/ABLE THICKNESS AC OV£RLA Y 2 0� __ _ 17X _ __ _ _ LEVEL 1.7R' _ L/N£ ?�� F REMOVE POWER POLE BY OTHERS); I I W i 1 I D I i - - - - - - PAID FOR AND COORDINATED BY EVFLOPER O6 CONSTRUCT OR/VE" APPROACH PER C/TY OF RANCHO CUCAMONGA S1D. DWG NO. 101, 48+49.00, 13 LT. ZZ 6" 4' L6 G REMOVE EXIST. MASONRY WALL TYPE C, W-40 JQIIN EX/ST. E.P. 0 O7 CONSTRUCT 5" AC PA VZ�ME7VT OVER 6" AGGREGATE BA SE (SEE GENERAL NOTES 9 & 10) f H� REMOVE EX/ST. CONC. MOW STRIP 38 E.P.) I ;,� �:- 8 coSTRUCT CURB OPEN/NG CA TCH BASIN WITH GRA ANG PER C/rY OF RANCHO CUCAMONGA �a. j ! ►-'�! 1 ' TYP/CAL SECT/ON - YELLOWWOOD COURT O REMOVE WATER METER VAULT (PER CVW PLANS) O . D{MG NO. 302, W=6.4' 2 ORA ) INDUSTRIAL, T./.=7.0 KO REMOVE BACKFLOW PR£VFNTOR (PER CV�iD PLANS) O9 CONSTRUCT LOCAL DEPRESS/ON PER C/TY OF RANCHO CUCAMONGA STD. DWG NO. 307, CASE F a r : ; NOT TO SCALE v v \ W 10 CONSTRUCT ✓UNCAON STRUCTURE PER DETA/LS ON SHEET 3 7 / �• tz I rn N 'e�. v 11 INSTALL 24" RCP STORM DRAIN (2000 D) 12 INSTALL STREET TREE PER N07ES AND LEGEND ON SHEET 1. TREES ALONG VACANT PROPERTY �_ fl I JOIN EX/ST. FENCE W O, N v K TABLE TO BE INSTALLED UPON DEVELOPMENT BY ADJACENT PROPERTY OWNER ' t I CURB DATA _. �, I h' v 12 �TYP 3 �, �a � I N, " 4j 13 INSTALL S7REET L/GHr, 5800 LUMENS HPSV BY S.C.E.• PA ID FOR AND COORDINATED BY DEVELOPER 49149.24, E:C./? j I�ir% ( 4 I °� p O O EAR/NG RAD/US LENGTH TANGENT • �\ j I } rrs; ( 10*70. B.C.R. �i ;. °j � 2 89 53'47 35.00' 54.92' 34.94' 14 AD✓UST WATER VALVE TO GRADE 62.84 TC, 6`2.17 ..� „ N '� J N I .5 /, i >, :_;� \... 6' ' /� U 3 N07516 £ 94.36 4 1570 00 107.00 28.01 14.09' 15 ADJUST MANHOLE TO GRADE 3 \ J N J 2" SBCO�`BRASS D/ !C 2 C: 5 N14 34'44"W 87.50' /NIFRSEC_IID "� �� /�' • y: PROPOSED RI*W EX. PROPERTY LINE 16 RELOCATE EXIST. STREET LIGHT "" 19 ? ¢ 19 -- _- " 6 118'4547 50.00' 103.63' 84.48' r , G ! (0+00.00, YELLO' D COURT = / j ?`' �' `3 _ EX. 4 DOMES 77C WA TET? N J , �., I i 1 ` 13 N 7 5971 17 11.50 ll 88 6.53 17 EX/ST. GAS VAULT TO BE PROIZ�CIZ�O /N PLACE 5010611-- RRQ� OOUT� `' , ,.., '`3� 'QC ', f G_. D N - �. I £X. 6 SEWER 115 6 5 BEGIN CURB REMOVAL � { O ! )~I l r /N PLACE T ,-�, .,-�. .; ,K. .;-,,12.,.-.,-- " � r .-- �, . -- :- 8 597 11.8 c� I- 11 O - : , N 007516 E , . -� 3" /ND ! t �I TYf'. i" ✓ _ - 36'48 OD' 84' 22' EXISANG VER/ZON MANHOLE TO E PROTECTED 15 _. WASTE LINE EX. US7R/AL C``.-lJ , " W - (/WL) 10 N157576"E 87.50' TO RIW 50 1 �, - O EL 1F £X/ST CHA/N L/NK FENCE F r S- S S 11 15?�0'00" 107.00' 28.01' 14.09' -; 1�' 1_ � ` '! _- 1 12 ll r 12 IYP. _ 8 D F. _ e N 12 NO2516 E 94.15 FS 7FR y♦ l 16i . I I•. f ,.:�;' FV >>`� r:/� .. - EX. 8 F/RE WA90 35 .55 35.07' \IV. \� � +:. ' . \ ;_. '�� --,, �& 9'41'17'W 5' � I ` J 14 N8 96.7 104 71�-14- 50+ EC.l4 1.. . 63.25, B.0R ., ,,�!' Y, .; ' 9 �•Z�'-yah ` �� ;r _ 63.30 TC, 62.6:3 'E � ( T� � � �<; � r � -1; t �.M W _ --^^-- " \\- r� `` ' I I J V ..�=ppj C1 x -_ \ �-sSI J ��� - ---EX 6 SEWER �t C.B`�� � i I � %�� ;• �` -- _- t ;� N � � - "°, NW504-71.45, ) iti<i £X/ST. 4 AN0 :10 m O - _ \ \ \ 'i _ . 6326 T.C. 4 ` an.. „---6- EX. 6 L/QU/D£ I WA7FR L/NES(TD utiu�-.�� ��` .h_, ^ ti ---- V \ OXYGEN L/NE (LOX) j jcl c ABANDONED PER-GVWD N v ot IA j 7 I.., . I� £ I PLA�1/S f\ 8 ::i O 4 ' ; I i m CITY y, Y N n DESCRIPTION OF CHANGE DATE �PRovr� �, ' + ,.. l SEE SHEEr,J FOR STORMr i o w �a I -" �� / _ N' Y DRAIN CONNECAON �O M.�1!D i „- �' f I___I _ B - ��vr \� 50• R CITY OF RANCHO CUCAMON%AIA 1 r _ _ 12x12' R.C.B. i �; Fes , ,� III ! ,3',. \} I _ .r Y N _r (( SCALE 1 =40 , r, . ; YELLOWWOOD COURT 36' 14' STREET IMPROVEMENT PLAN I , ,, ✓O/N EX. S//IY 5► 4J GRAPHIC SCALE FOR 51160.00, END SUR i REMO�/AL�& _ � .;;' x��.. , r�:r o � I B£G/N N£ CURBS& T1FR i I ' I ;I I � �7 I COURT (6362 r0), (6J 00 f), \ p N 2 , NI I I YELLOWWOOD ,� > x l I :� 40 0 40 80 120 �;'.: I, dal INI i - 12 WATER i Q I Qj ( ;v, �¢� - � - , _- IIARIES' , DRC 2008 006321ROW 2010-00460 \ \ i V I EX. MEANDER/NG SIV ` - _ _ _ ( 7�� 2,g DATE: EX 3 �" GAS \ I t�; r (> N j , I' I r d EX. R/W -- - FEss APPROVED 8Y. s-Z�-ii '�:_,_ i w I I �� \\ a j i j i ' s I EX. 25' MWD EASEMENT o QRo roNq� CITY ENGINEER RCE N0. 53672 DICE ILI _� , � l � , \_ � 5 3 ONE EX. T£LEP1\ _ � I I 14,x) \I L. F2 DESIGN RECO N EX 3D" SE ^! Cr7 I l I I EX 12X12, RCiB PLANNING ENGINEERING SURVEYING ��/ J� S'/ /� ' TI II r, i 2 4'HHH Nnrar�;ry Fa f:,r^IR Nnrth,�ii�it�7�H ( Q' SB&O, INC A 7 Temecula,Ce.93580 f*1 !' i , i 1 �, w No.52921 y5b r3u m ptk Le EX. 8" G ,� Is �, - ;� EX. 7aEPHONE 951-895-6901 Fax °G Exp. 12/31/12 � DRAWN `l ( I \ ! '; _?I- Ex. 3" WATER TYP/CAL SECT/ON - ARROW ROUTE s, CIV I\- �P sB&o, INC. 2 OF 4 -_ -- - - L MAJOR, T.1=9.0 //� r ✓ G<��� q .-- ---- , '';� j I I 4 IFO`� CHECKED DRAWING N0. i i \ I i 50 I NOT 70 SCALE °F Ct��- SB&O /NC. 2278 f IT I I k m , I R.C.E. 52921 EXP. 12/31/12 J DA l�/D L. WH/TE,