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VOR rH RAWZ, Arlw Wy ARROW , . ................ 45 /a toot" IJERSEV SL Va. Al,T� .......... 97 . .......... C40 ..........:_:9 W; Z� L of 6 TH 5 TREF T P :A R E L MA 167 c7iw A I t , _r T__ -Q-: r/. 4%0 R=Cge W165 71 XU %X A 9 OP 0 5"cD FOR x (�AN C ITY OF ONTARIO COMPANY % MISSION LA 'N D NA r a,, 4 T 11 , -.1_' ,, AlWear AIA 77 dR. AG INSTALL 5800 LUMENS HPSV EQUIVALENT LED STREET LIGHT 'r AC. BY S.C.E; PAID FOR AND COORDINATED BY THE DEVELOPER SEE SHE-I'tT 5 FOR STREET �TREE CPNISTRUCTION NOTES CONSTRUCT FULL DEPTH AC PAVEMENT (12" WIDE) 2:1 5'4W r 4R. -2:1 514RE ra *47 dR SEE SHEET 9 FOR GENERAL-NOTES V I CIINITY MAP N,47' VAr GR $'M, to$-C %2,121, ............. BUFFALO A� NUE ica-rmvs- nolv-smaormv grotove Aoklp Aept-A4-C J I-flo'd; 2V zq% S", CC__ VAR1==_<7' Oe Y,, M11V 'M 40% MAX� CO-Al 57ita"e- "Aml, _40 S-S ANI-D, 0&ANr1rAG*S VA Rle_,0 I.;e 1�1 7,-0 e.5-1 AMX� &A low I I ''I'll,� R' A 14 a4 4' ZR S'40� 00. (D iv.606'r-rf 154, 20 S-.-' H 4' W W WS,�C 54 r 6M STREET Z1FUCr4;`4 �AC� 0 4415S .0 AGQ X .64 &W-N 45 10 Ire -4 4?7 .3.9 caAo�rmwr 4, Ac. . qv�sw A4WV CZ,45,5 AG G. .6,4YC 7 co NOR Q). 4� ....... PARG S�� A;.1FMViW 4.115r11V0 A�C� AXPW'4�7A TO CENTEKLIN6 OF STRA:Er' P L ZL4 mrmoyw "�srwva cawa 0 s&r?z� 6prc) 2L VVNX 2--1 PARCEL PARCEL 9?6 6 4 7 PARCEL J 7, cowsrRacr 0" CROSS G&7-7-eR Q,- -7 .......................... ............. 4W W PITTSBURGH AVENUE Ate, Al /5 col IOLA f1SS101V 10ARW`_�W1XF_- ALL PROPOSED A, R Xr11V It L 0- #VS74L r N 46 - N- 77/ 7 0 54 ;,4 6 E W40 16 "T PARCEL 0- PAR CEL 1`7/7"Y 451;9 401-0*eW '4 Nor,--r ,' --MIA4 .4 C, RAX9A,1%,-,Vr FE 23 7'/=70 R=66 FESS 41 PARCEL t , (0- 1%? 41rY'.Tr.0- =AW .3107 A SAA44 �&C �7a;r�CeAWN40 Oy 5'011-S 7245'r fy r*4' IQ" 8 '011-5 4NaIN&WR o4*0 AAP1,t-*40yw,0 a Y ;r4W ClrY 51rL 103 6 co r sweWALIff, 4%ff C//Y SM. rIN40 Rla! r47 �Okl YIIVG 4fNGIAl"R N Wel CEL PAR -Joao 14 Jr 4t t7, WO 5 �r REVISION BY: R C E NO, 43293 ,�04n' '�Cyr-y 5,)ra -J�w oz, 4A, I z THIENES ENGINEERING INC. LP Exp. 3-31-1 B S TREE T SECTIONS AaA�sr WO 725�? 041.W 4V44F�?" ,W aeAWC rZf Cl PARCEL PARCEL AAk%W 15, 040�,4r7'00 21 2 CtASS -f 0.0 �TJAII CA 4-rll IrR65 7 6e C-71aN 7 mwwr cava R,44~ MW), J M:C R AGHAIAN DATE 21 HAIDOOK I TAI-4. SPEWr 4)MYMr OW00 4460ZW Mc`$V , r R,C,E. 43293 EXPI 3/31 8 z UOTM F/ r M n PARCEL 'Y 50160M, A� AVP iWPRiWNA7W ,6 -4- 22 ;0 UNAUTHORIZED CHANGES & USES EL W114 M "r Z'JM 0M 94�70 440MAl 4VOTHCR" Z C71 Co PARC w Wl� 4� Cn CAUTION- The eligineer preparing theseplans will not be responsible California Cound PARCE PARCEL R M, �M, 64 150,At P 1,0,AAV C009 0y, �a wi� ps 0 _V/ �A IT Z rn these plans, All oF0v11En9ir4w 9 Z$ for, or liable for, unauthorized changes to or Uses _0 plan. iting and must be approved by the UN-4 kw"W1 chariges to the s must be in wr ory xr42 �ra n er of these plans. prepar A15 Sr r, goo 41 W T 44, C� CON WIN AW J.-,-; ..................... --------------------- A PARCEL n e with generally accepted construclion tetor agrees, that in accorda c rz:l C) Constriiction tontr,, 4 174-4 Sr" sole arid completereSpOrlsibility for It" Pip ?_4 &X/sr S/ practices, construction oyntractor will be required to assurne persons 8 I d, g safety of aII Cc)lifo(nia Council 14`4 Rao", VZ job site conditions duriiig the courst�� of construction of the project,ine u in -1y andnot be limited to PARCEL .......... 07 4?4` Z-1 arid p:operty; that this be rnade to apply continuous PARCEL flornial iorking hours!and constiLicti(n, todefend,indemnity and hold Of civil finlineerr PARCEL connection with the UandSurveWr tf C 41'r-1 desivo ,i Sessional barmless from any and all liability. real or alleged, in from tbesole negligence of design oft" performaw,e of work on this project,excepting liability W-i-4119 -------- 15 2, 4, /t, pso A/i-0 AMIA 4-FAR Y PAR�� J -� _' ,sao/ i H,159-90Y C to A4.1- S4VXV,-4Y N 70 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS PARCEL oP .rs9C,0X,0(5.) r14Ar ooa,4v 00 J" existenco and location of any underground utility pipesor structures PARCEL 51 1)11118" 1,56,EtNP Ma h, obtained by a search of available records. To the J0161r0Rar-o OY r#15 PRW-4Cr. AL-1- M547' 0 1 n this plan are X L PARCEL .......... e 500 7 12 +44 WOW _J PARCE oes, our knowledge there are no existing utilities except as shown on /_y Pas 00 SA10 M01VUK6N7'Z5 WHIC U,9,9 , N R14YA W, -3-31-081 15� ............ fA ��Ar WAt M these plans. The contractor is required to take due precautionary 'A W M� )�:IOLO AXO 44,HOWH 1 1 y .5 1 �, UIVI measures to protect the utilities shown and i_ r/ s'',r A,OA 6��A( any other lines or structures A-r 6- 0YV M056 Pr A IVS A HP A 99 6� 25 ow .......... rforming work shown on or related All contractors and subcontractors pe 7-1 3 not shown on these plans SC.1916aO A-3 FOL.L0 7-L-- 7 1 1 �4� A tions so that all e i mployees are,,, It to these plans shall conduct their opera SPIX6 AM2 WAS1499 WMH 1-ti40i�M4, 444 41AZOMW , ontractors 7, f W'-A,04 C, N 4: 'AM W C6,0'ZA, 4 _/ 0404,&,rK, S41 4UA provided a safe place to work and the public is protectad� All C and subcontractors shall comply with the ,Occupational Salety and MARX 6 ON �%fK AOW 4CWVe1_1A 604frh2vw f the U.S. Department of Labor, and with the State of , Health Regulation" o 13100, Mv of Industrial Relations' "Construction Safety Orders." Nis,I; AK X California Department k0g, movie, A ? -lot The civil engineer shall not be responsible in any way for the contractors' 1115rALL IE5 GAI_5TT$ mA ix�Q4 Awy ^010 ,a CAY16d4- q;C L�W(LA-e ,Occupational Safety and Health 15 ON F� 'Akio t4oTF L:it and subcontractonscompliance with the A X _5 GINUEET!A 11%0 of the U.& Department of Labor or with the State of _111Z .0,-9� //,,/Z, Regulations ruction Safety Orders." nma C.alifomia Department of Industrial Relations' "Const w 1,6A Contractor further agrees that he shall assume sole and complete re during the course of construction of ,sponsibility for job site conditions DESCRI:PTION OF REVISION DAT�:: 5, this project, including safety of all persons and property', that this require- PARCEL t ycontinuously and not be limited to normal working hours' PARCEL ment shall appi e' W C/A UIAW 0,&Y 7W.Zirs, 14 and that the contractor shall d CITY OF RANCHO CUCAMONGA efend, indemnity and hold. the owner and ,4 V 00,' 4,Z4t . ........ c- y A17 4�1 , -A excepting for liabi the engineer aarm.less from any and all liability, real or alleged, in conne rk on this project, lity tion with iiie performance of,wo %4) or the engineer. ERR 4,IV TITLE S14EET arising from the sole negligence of the owner Z�3 4141 'A-WA, 40,00 wa .. MOM co"51'r, T r,LJ Ke 7' A,0,t 4,Jy '405 A A Iti oarmT PrA CX 55- (CCWr49) ���61 TY A1777M- ON, r uf-h COIV.57',Q61C7101\1 IV koc�%Tt SrATFr IM)PRO I/ ISTV� tolli TYM WN, inT T Mo A Y S7.-o 0 q AS AA07-,ED_290& Sc ,V 4 coAISr DeIOE APRR,0ACP, RY R C17 FOR V, ----------- PA OA AJ,4, #0 W1 V OA /:;z1A , IVAV6 4516 5 1&-/5- ,/,a PARCE- L NIA P NO. 116 7/ �4DO I�VSZA 0, L (JA,6 94& W�da, .plAla AS ----------- AP S,41V�O� ZA 5 7_1AA& PROV;7D BY DATE ,e�FA4ov,-_ cavcr41,r.7'1yVr7 .57RIP-*- S (SAN' BERNARDINO A2 4 T, T. 4TH ST., (SAN BE RNAPD1 W�' A E) ON RC N( --- MEER Y� CITY EN C _E X'_Z L -7 VrA1CMA#ARX : M11-LtX t4 V "goo 0 AN N", RECWMEN T., -S ZN 117-A 0. S. EeKEETS i2 Noq y W 117167 oaey'14$410� 104 4110" . "�1_ : Olt P /#:W= I § WC0472 , 20 016K 0.9'1 ASOVE' 61?40E a' 6� OF PP 07747qE, '/Z Y lik�1,7 ONT R 10 SHEET 0 ,.iN ,1% 1 tr`5, 4, #f�tr W�,G a 7 r�P 4 WVIA4r 4;4��445- fZ714 DRAWN 61 Rep 40AWA h0hy,1WRVW,5_4%F_-P-Ft '4 it,IF F 0 r (1,4 VE N A VE, 9,?' 60 OF OF a Ty 57, 95, so. tAO�, ----------- -Ap.. OW.A� �50� AA/0 45' E. OF �14 CORIVER $EC710AIS MK606"WINA ,/r,,. ,,:�,I - , i$3� r7l4f) eal-ZZZZ AS 971 le I , �& -1 OF $0, R.4 11, RF_ tl� _V 19) T. t,5., R, 7W,, AA10 �,5 ' 4130VF TfAfK6, 5 Uov;Lt"t CHE� KC0 R, 0$MftWr,4ky-rvRo xtk y CEPT 0 ATE A Ara ou, aw, PW 337 AC JED /0/1-6, 4 L_ _ - I 04,4Y R05,ERT J. 7 V" _0 4 7Z do 'S I- 1�s �mKr� ANN~P e,'7 ---------------- Last Update: 5/13/16 P N 0 -=-4 '0�\3300-3399\3361\STREU\3361-ST-01.dwg ? PROjEC7 SHEET NO.-Z-,o Y Y;i ji; :f criSTRIPING SIGNAGE IMPROVEMENTS CE No.: 64696 QUANTITIES. 6TH STREET \.:,/ PAINT 4" WIDE YELLOW SKIP STRIPE PER CITY OF RANCHO 561 LF CUCAMONGA STD. 133 a > RANCHO m � ¢ a - O PAINT 8" WIDE SOLID WHITE CHANNELIZING STRIPE PER DETAIL 305 LF Pow MISSION � 38A OF CALTRANS STANDARD PLAN A20D VISTA m 4- k: i,,. "'.. .: t'. j' �. r - AND INSTALL R18 1 SIGN (RIGHT LANE MUST TURN 2 EA 4TH STREET <. 3 FURNISH - F �� RIGHT w ONTARIO � z ONTAR�® MILLS4� SALVAGE AND REINSTALL R-26(S) SIGN (NO STOPPING) ON 4 EA x SHOPPING 0 r k# t STREET LIGHTS .� ENTER � �r; °� hh f } 4 .� PAINT DIRECTION ARROW PER CALTRANS STANDARD PLANS 2 EA r EMPIRE ONTARIO MILLS PARKWAY STRIPING INDEX A24A, TYPE IV R ARROW INLAND s T 6" WIDE xr E STRIPE PER DETAIL 39 307 LF �o _ < DESCRIPTION SHEET C PAIN E SOLID WHITE BIKE LAN MISSION PARK DRIVE_ g OF CALTRANS STANDARD PLAN A20D t, t _. TITLE SHEET 1 A VICINITY MAP ,n ..._.p f , O FURNISH AND INSTALL W41 SIGN (SIGNAL AHEAD SYMBOL) 1 EA : NTS �.. STRIPING IMPROVEMENT RICHMOND PLACE 16C '. Y 14 ...........,.. STRIPING IMPROVEMENT FOURTH STREET 16 150 LF : , 8 PAIN E DASHED WHITE BIKE LANE STRIPE PER DETAIL INDEX MAP € "° �< r' 39A OF CALTRANS STANDARD PLAN A20D SCALE: 1'=150I I ` r� �� _.� ® � _ STRIPING IMPROVEMENT BUFFALO AVENUE 16f r r, r � ` ` SIGNAGE AND STRIPING GENE L NOTES I , �r s; i, 3 w a STREET AND NORM DRAIN LAN INDEX STREET IMPROVEMENTS QUANTITIES 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION I ,� I a THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS TRAFFIC r � � ;, , . �...' �.��u,..: €� DESCRIPTION DRAWING NO. SHEET MANUAL MAINTENANCE MANUAL, AND STANDARD PLANS ALONG WITH CITY T 8" PC STANDARD N0. 133 UNLESS OTHERWISE APPROVED OR DIRECTED BY THE I I` I "` { I TITLE SHEET 1337 1A 1 CONSTRUCT C CURB AND GUTTER, TYPE A2-8 PER CITY OF 340 LF ' RANCHO CUCAMONGA STANDARD PLAN NO. 104 CITY ENGINEER, RICHMOND PLACE STREET & SD REVISIONS 1337 2,3 }, ff 2, PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND I I I< .< '' `I , .. �,. . r.... �. .<.. 2A PLACE 6 AC PAVEMENT OVER 10 CLASS 2 AGGREGATE BASE 35,420 SF INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD I ... I BUFFALO AVENUE STREET REVISIONS 1337 7 (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING I `� I ` ..•. .,.. I " `., f > RECOMMENDATION . SEE CITY GENERAL NOTES 9 & 10, LATEST PROVISIONS. < � < � BUFFALO AVENUE STORM DRAIN REVISIONS 1873—D 3 (REV ®) ) I w e �� I EDITION. FINISH COURSE OF 0.13 ARHM e. , A. ALL PAVEMENT.....MARKINGS SHALL CONFORM TO CITY :.` �� ' x. .,. _. - , "' , . �� ,. ., .. ,..I . q :. � FOURTH STREET STREET IMPROVEMENT 1337 11 A,1 1 B MAINTENANCE STENCILS (S.A.E.) UNLESS OTHERWISE NOTED. - - SAWCUT AND REMOVE EXISTING AC PAVING 35,420 SF " •.:,> . FOURTH STREET STORM DRAIN REVISION 1049 31 (REV A ) MISSION VISFA DRIVE B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE }' ,d g E ,. 5 REMOVE EXISTING PCC CURB AND GUTTER 590 SF I / . - I I REMOVED BY WET SANDBLASTING. 1 w. L I I 10 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO 1 EA C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET CUCAMONGA STANDARD PLAN N0, 307 ! F FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. I t° f `..e I TYPIT I „ r f( I 11 CONSTRUCT 4 PCC CURVELINEAR SIDEWALK PER CITY OF RANCHO 2,930 SF D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING CUCAMONGA STANDARD PLAN NO. 114 1 BUFFALO AVENUE DRAWING NO. 1337 — SHEET 1 1 SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION ({ M }` I A V " I pIk OF STRIPING AND MARKINGS. � � I :a'a �� " a� ��� . � � �� � �- � I RICHMOND PLACE DRAWING NO. 1337 — SHEET 1 13 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA 2 EA Z I �r t` I �.<� L< �r P p�. . .. M, I �,.,.. STANDARD PLAN NO. 102 , E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED FOURTH STREET DRAWING NO 1337 — SHEET 1 1A AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO fQs 21 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO 1 EA / INSTALLATION OF NEW OR REPLACEMENT STRIPING AND I `� �- ' �,. I1 CUCAMONGA STANDARD PLAN NO. 300, W=10' MARKINGS. s , U 2 ` INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1A 63 EA F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACE SHALL BE AN APPROVED LOW VOC a TYPE, 15 mil THICK (WET). INSTALLATION SHALL BE INI..,.,., .�.,.,. RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDITON; PAID 2 EA ., f TWO COATS WITH THE SECOND MINIMUM OF TWO WEEKS AFTER I ° _ r.e,.. 1 I FOR AND COORDINATED BY DEVELOPER ur x, i THE FIRST, UNLESS OTHERWISE NOTED. � B ° • PLACE 8" PCC PAVEMENT RIGHT HAND TURN LANE PER CITY OF 4,060 SF I EXISTING SURVEY MONUMENTATION G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL RANCHO CUCAMONGA STANDARD PLAN N0. 119 BE INSTALL IN ONE COAT AND BE 10 mil THICK (DRY), ' �--� -- =- — — — --I-- ' ". —= — I UNLESS OTHERWISE NOTED. — : '_�` ° °` :; s. � , _ I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF — �' I � �t % ,-`° , ` �.. `�: 3 x I I I RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT, ALL SAID 52 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 1 EA r u _ aSHEET 1. � �. . �. � H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, I L � ° i � # I I MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON CUCAMONGA STANDARD PLAtl NO. 101, TYPE "C" �- . WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND I THESE PLANS AND ARE DESCRIBED AS FOLLOWS: rp MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I I L.., I� ��` � � ,.._.,._ � � � 53 INSTALL JUNCTION STRUCTURE 1 PER CITY OF RANCHO 1 EA �` ._ � SPIKE & WASHER LS4189 TAG ! ❑ CUCAMONGA STANDARD PLAN N0. 330j 7- . I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED w WITH APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES ____._..- ..... _ _ _ k _, _ n. m --__...,_. ._._._. __._ 6 1 I.P. W LS4430 TAG 55 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDITON, PAID 3 EA 71I ... 1: _ I _ F IN ACCORDANCE WITH CITY AND STATE STANDARDS. _ _ _ FOR AND COORDINATED BY DEVELOPER _... _. ._ _-.. _... . ......, .-.. '.. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL _ �._. __ _ _ .__.__. _.._...__. � __ ____ SIGNED ------------------------------------ BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS � I 57 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 6 EA h DATED _ DIRECTED BY THE CITY TRAFFIC ENGINEER. < In L;_ _ I 58 INSTALL FIBER OPTIC CONDUIT PER DETAIL/"11B 780 LF 3. STREET NAMES SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401—A. LA < ®' ilsei •�1 � ®4 i® b ®°M M®4 IIS a� _, Ili iI� Y •� YI•• �I a, •..• ® ®� 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. H-E I I r r ` 4 111At } � } + }# i. H E�ET !� z 0 NOT USED , k a s e s SURVEY MONUMENT NOTE: PROJECT LOCATION " QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT 11530-11570 4TH STREET ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN ESTIMATE OF PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED RANCHO CUCAMONGA, CALIFORNIA QUANTITIES IN PREPARING HIS BID. OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO LEGAL DESCRIPTION THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENT, WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED PARCEL 16926, P.M.B. XXX/XX—XX, WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA ENGINEER'S NOTICE TO CONTRACTOR PROPERTY OWNER THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CAL DEVELOPMENT, LLC STREET CONSTRUCTION OTE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF 1116 NAPOLI DRIVE OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PACIFIC PALISADES, CA 90027 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR PH:(323) 887-7466 UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE FAX: (323) 887-7511 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO EXCAVATION WORK , TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. ARCHITECT DETERMINED BY THE CITY INSPECTOR. THE CONTRACTOR SHALL GALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) HILL PINCKERT ARCHITECTS 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.' CONTACT: HOOK KEUN PARK PHONE 1-800-227-2600 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED CONT B : HO AVENUE, SUITE 100 BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE # AGENCY/UTILITY CONTACT LIST 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. IRVINE, CA 92612 SHEET ADDED TO DRAWING NO. 1337 PLAN SET PER Al PH: (949}863-1770 SOUTHERN CALIFORNIA CUCAMONGA VALLEYSUBTPM 16926 / ROW-2006-00679 BY ASSOC. ENG. FAX: (949)863-0851 GAS COMPANY WATER DISTRICT CITY CONTRACTOR'S RESPONSIBILITY FOR SAFETY 216 NORTH EUCLID AVENUE 10440 ASHFORD STREET DESCRIPTION OF REVISION DATE APPROVED IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CIVIL ENGINEER ONTARIO, CA 91761 RANCHO CUCAMONGA, CA 91730 COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS U U 3/\ (800) 427-2aoa (909) 987-2591 2591 PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL ASSOCIATED ENGINEERS, INC. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR CONTACT: JEFF MEITER, PE COMCAST VERIZON STREET SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF RANCHO 3311 E. SHELBY STREET 1205 DUPONT STREET (800) 483-3000 STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITYNO. 16926 CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ONTARIO, CA 91764-4872 ONTARIO, CA 91762 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE PH: (909) 980-1982 (909) 983-9895 BUFFALO AVENUE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF RANCHO CUCAMONGA. *,1 ift 1 N4/A FAX: (909) 941-0891 DWG 1337 SHEET 7 PINUS GANARIENSIs CANARY ISLAND PINE 8' 25' O.C. 15 GAL 1 SOUTHERN MARKS CABLEVISIC}N N T U E C E T E ALL CONTRACTOR AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE CALIFORNIA EDISON 10808 FOOTHILL BLVD. 120 RICHMOND PLACE BRACHYCHITON POPULNEUS BOTTLE TREE 5' 25' O.C. 15 GAL 17 PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A PLACE TO WORK SOILS ENGINEER 1351 E. FRANCIS STREET RANCHO CUCAMONGA, CA 91730 DWG 1337 SHEET 2bi H TITLE N EET AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE NORCAL ENGINEERING ONTARIO, CA 91761 (909) 987-6275 (909) 880-0222 4TH STREET ROW 2006-00679 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF O.S.H.A. AND WITH "CONSTRUCTION SAFETY 10641 HUMBOLT STREET (909) 930-8591 DWG 1337 SHEET 11A,11B ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR LOS ALAMITOS CA 91101 f APPROVED BY DATE SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS, REPORT 12493-a5 FOREGROUND TREES 0 PLLANTTADNUUS ACERIFOLIA LONDON PLANE TREE 8 INFORMAL MIN 15 GAL 10 # CITY ENGINEER' R.C.E. 2 953 PH: (562) 799-9469 BACKGROUND TREES + PINUS CANARIENSIS CANARY ISLAND PINE 8' 25' MIN 15 GAL 6 DESIGN RECO M NDED Underground ServiceI BENCH MARK FAX: (562) 799-9459 INFORMAL IEngineers PRE ACCENT 0 LAGERSTROEMIA INDICA CRAPE MYRTLE 3' 20' MAX 24" BOX 14 J.G.D. y } 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 CITY OF RANCHO CUCAMONGA BM#10004 MUSKOGEE — Voice: (909) 980-1982 Fax: (909) 9410891 IIS L 1" ROUND HEAD BOLT IN TOP OF CURB DRAWN SHEET D _ AT THE NORTHEAST CORNER OF 4TH E�1�1.ti1 OF 31 o�► 800 STREET & MILLIKEN AVENUE STAMPED — "S.B.CQ. BM 01091" CHECKED DRAWING No. TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 1035.917' D.M. DATE: 006 FILE No.: 0409118 1337 - File: L: \2004704091 dwg IMPROVEMENTS STREET 01 A—index.dwg Oct 11, 2006 — 1: 46pm jeffm This plan is copyrighted by Associated Engineers, Inc. — 2006 FA .......... 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L ga7 .......... —--------------- ---------------- ...... woo ........ 6ou ---------- ------------------- .......... ............... ........ .............. ........... ----------� ---------- .......... ——--------- .......... ------ z 0 z z z Z5 CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY 4A7.' Se25- STANDARD 494. PLAN5 7- A1VMINAZ? 9Y elry,) 401 r114F e4S7'SIAOC OVO* 0 N RA RCAEL �i -A-L�M- -E-ND ME-NTS,AR&70-B E-TH OR 0 UGH�L--Y--M-1�-X-E-D--P-1�.Z-,IOR----T-0-B-A-C-K-F-1-6L4-NG-. c C-4 rj 557 [;�eOe MIS INle eerl,*N S,111- Ml OR TO TliE- C0MMr-N0f-IAf-NT OF ANY rl-ANTI 140) TREES SHA-L-L,, 17 V) Z- AN AGRONOIC SOILS REPORT FURNISHED TO THE ca CITY INSPECTOR. ANY UHUC2UNL. TOXICITM-5 �01'e44LATFIfNT VEFICIEMClts MA-Y REOUln- 14f 73 \-�744 g74?5 vi 0ACKr-ILI,. 5011-AlAtHOMtNT51 Asp Ml'5-KM)titV 1-5Y 1117= caY IN5PECTOR r7i . ......... 4 4-�eT L 7 Z4 -07 0 INSPECTION AND ACCEPTANCE BY THE 25%84 A10 4 14 -kir(14) Mr.'Zia RtCHM tr-49 -C q- 5TKEET TK=5 ARtTO PL#%NTt0 10M t"LIDLIC I"PI`<aVE-rArNT PLAN5 ONI-Y. 4 IV 6F.M.k Tj 00 A 463T fah rg'MA o I A07,FT^X V) .9a4'7-16/ �'l - Zq/\ 011CF F111 37 PO S-C LIGH AP 9 LwStA su ay FU5 C, 31 D9cwEN 9) Tyfv F 07--*4' Pl5rz N SHow.48.4AIP. ac SEW- e w4 7.'ER SM V, SNO S.D.LAf PER X /0 57.too SMSSr 7,-ffr A072FS 0 1-93.13-Oc-4 3d 0-c. 71-11S 5'1&A.1 4:26:1- mo 101AE, /'/0'1049 S#r.33 AVV 67, 20 7, 9.441 IT] 4-OR W ZA CHANaOS 517-6 OF R.Pviu-17 VSTURM5 010 t7174VIEWAYS / 7 SY WNVIL,� UN(3106eRS AN17 LOCT104 OP r- 29' rfo\j �-4 �j w- 6i ) AV(? f)f4\lf-,KlAy AfFf0AZA,, -PF;4'W-' 0 VE TA s 4,a,0 f r&& 0 S;ralf1w 4�91MIN ESS, DESCRIPTION OF REVISION DATE APP. R— 7' SA WC4177 R,elklO V 6 "=X/5 7- S10E W.41/4�:'df 7,e.00 9!!r. 6 qf 4-7. 73 n rAeLic 7/0/v /vc);rz-,5� \.Ll 5 q.=1w0v-=- e:-X/sF. ce-lqa 6 ('�Occ-) COA -a m cm cc 11) orqt-,? Lu CIT NCHO Q /0040-00 , q 7. 6'4 00. 40 1AIS7-ALL oq2Ca oAf Pz-AIQ S 7*0. 3 0.3 0.0 F.P.01TE comsr af' c4l)?B wirl-I 24"' 041rrER PAER c1r), 19-9 PLAN AND P'ROFILE .57-RIRIX,16 S 1VV7-4!F.0 Ox//W.41,1 -�1022-04 41 '* 6A sz:* .49-69 d$ C01\157.' 4" A. C. 09,6-R A111N, C4,4557 ff 40 0 aa"'tla A, X. to t X'4g. s 11YJA 'NOT 10 M I m6T^L-uFZ) Dz1V5'7' ",,41V110Zzr 141'f'4M� COVER ro 491fAA016 OF CA R1e71.1"4Q1vD RZ F /1%1110 A coNgreur ou-rLr---r rp-:P, cry 11V5 rq 4(-z o 5Tp. 10-7 lyp7—r- A%!F7 holw FT IvAA4e el oN pg5;,�, clr),e ,67-v. 401 4q 449Z 315. 70' SZA IC7-wL00.00 7-0 4e46+00.Oe-) 9 COVS7.7 -5'1,0,6'w41-1<- R,&-R c/Ty 5w, am& A STORM DRAW C4YRV4E �944 7,4 col\IS7- W1yEL--1 elry s-nz 316 Wf4NPTP N. G(t4VlL4,6 r-ce lA0*00 vA-r6 PAR F IN MAA U'O%. 11600101 Af 4C7 c7- A:'4 VIAla /5 A ADaUS T WA r251? IIAZ-11g5 CO V4W 7-0 OltA AO A, j5;f 00"PL E 7-,ieD .45000"00", 7 lo 7 14 APPROVED B (3- y DATE 1� 'A' R4F/F ClrY J 40, 508 R.rE N022397 TO rA L C41RIIA F 0 V CITY ENGINEER --------------------i;;pl 117-A 111q- 7/2 2q CoNsr �ro' DESIGN RECOMMEN /9 774 7471�5 il/1121 M4 7.,c*R�4 4 4 5 AV.5-S. No.C 0,472,55 IlAm=-N A 221 �60- <9 m 4?7 16LO 90. 49F �FO- RAIZ-1 ANX2 INS7,441- Sr,?,,�7- Llal-l;r-T `!WO 1-414&�Al /YR. 8Y S. C.j6. M ID A MD COOR 011VA 74 V 8 Y OE V640,046R- 4 z /2 .4 DRAWN ?Z7141 SHEET 7- R. 7W 7eAcl<51 A AIL2 0,!�; /9-5/- 9 CIVIL eOAIS7.0" (4TOO /88t No. 3 � —OF A �E-4 Wro 4 414 0 /1-/4 0,0/,-e tv 404e e �fR 0aZAv EAP �FOF c I-EaEN P ON 9 F-eT f 2 4 8 76 CRANING NO. 9 NOr466 ;r///e SlIelEr elvi 3.37 60 PA41AJ' r-17>'r 6 Zi9. 0,07 (IV A:5, vf - --v^" /9v4\ C17Y !970- - /vo- MJ-y 5MVEN L. 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C. 0114W "IN. /0" CLASS ff 0% m f% ^ m 0 t% itill &.8 U tao C,A WC T %T1 RAN , AMONGA 4 0 F 1?4 6 MO 1/4 6' A-%/0 40 4F,,? PL 'A'N 'AND P R 0%F I L E oCOAll. S1j0,i5WAZl1JJJ ClrY SrO- 9// E 0*1 f 71-1 cl../7 y E L (13�— COA15 77 Vb ll�F,,L-Z C z J` of,4"P 5 r4o, 310 11 v 5 UFFA L (A wo A V ENUE CA 'OOOV 14 11,4414�5 C014i aRAOC Aoo IJ No. rH ell, 24876 0 00.00 W6 C41,90 4�;417-74i5lV 94e"O L14 _,7,y S7V -I A4 Oft AV%A CO Al-5 r. 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L.-r ,, Z3Y 7�q,,—= 1`Z1h31-1C AA12�7 1W7,_9XSo`e71'20A1 Go m ef CU POSI 25 MA I A Miik SO ST PM I(P&I 7-49 ,�IAIAZ_ C01V,9T,1FZ1C7-1491V- -4DD,!-QDWV4`SDW1e REMOVZF-D CfG SDW � W17AQA1 0&oVY ,4RRR OA=-R DA 99-5 .__COA/57 rp6/c'T/O/V /vo 7AE5 DESSCRIPTION OF REVISION D Uo E C ITY APP C IR W.1 7-1-1 2,41" (51_177-46R Clry 7'AO. 303 &42 R,l,5A40v,5 coA1c:L1c711N1& srRl�� ay wEr SAIV0131-A S7_11\16. COIV57. <9 I T UP` F R 'Am N%C, H 0 %Cp 1 ull A M J%NG 'As i0AIAIr ZM/RZA/6 OR 1W,41?1<1A1G R,67? I?C SrA1V0A1?D 1.33. 2A 001V-57., /0 c. oll61? IWIN. 16f' CZA.55% ff 4aG. i6456- 8 I............ prwcAjr_ eX 15T. V-P r-6014 f 0 L L p--Ox-A WCZ17- 4� -INO A.C. 42_4 j1,E1Vh'1V 7 6' CX15 7 YrA LL-eV ITf-M MOT'To M INC. PLAN AIND PROFILE -31 II45TALL 15 GAL. ,5T. -MIM PER LeGr-NO ON 8XT. I k 1cFAoo1o0xl!5 A I C. AoTr_5 OM �5�T- 3 t- L coN5T. cUR4bq Q A V 7 4U7-r6Av Ace-W 30B or, PRAmouTLer Fm crry s-rV. A6 i o u C40MS�r SP34N0R.E4 C17 S W. 81, N f E SS16 TfYrf- A5 MOIF-0 a- .67-R4E7,eF7- N4M,6- �616N CITY67-47. oill 409 . rO Xr4- .3407 101 q�- 1A/s 7A 248 11(r PIER elry sw. 311 mmft woo A comsr -51D47WA A 0 ff ff A-0 A RC A4 A MO. "471 -0 13 COA15r. Wh�6-,o_cj Cq4llf R,41w)c, C17,Y 577,0- 310 z8-N o(. - 10910 rel RCE 37015,8 DA r.4--i AN BA 7,-3 0 otit.Y E5Tf_V- E_ L J;;�CF_ 4-7125S 11A1_VC- COMEsf 7-0 Ok',4046't)A1 Olt APPROVEr" BY DATE cl V11. iiiii L CUgVE 47ATA CITY ENGINEER R.C.E N 22`397 -1 hV57-AZ_L S7,f��,4*7- �ZlSllr_5) -5-9* 00 Z,41MCAI OF 4' M14, elAV,_07-Y -woo DESIGN RECOMMEN D IAIA 7L __� --f - `F_4 Ir A &L 14Af!�49M A345N A CXIM 5Y 80UMERIV CALIF01?A1111 E0150A1 Ai v C70.0 00 0 0 FAIL? Alva cooRz*1vA7,'6t9 13,y PEV,51_0��R.7-A 11147. 719- DRAWN IRP-Mol C44,41*0. SHEET 74-ORA2�F 6e. IFIF A6137747 46� RE10014F E-V15r. CURR 40417746:R-��,e m11_,6r =, a= HA v,6:lv A P47. 2 2/1!5V- 014= Ev 0'=9 7-11 '9 7-, '?,-5 61- OF.j 41 Iz-, A 5.4WCU7' ER&FMOVe 6XIS7. 1Dh7W,4Z1e L 24876 DRAWING NO.(_-ftw� No. /o/ C C177)1 SZ0, R 45 A10726D 7- /a, R. 7pt/:/ AAICI COM57.' DIME AIDPR04CI-I PSR- d, / .3-3-7 Z4�4-i IPROJECT SHEET NO. OF MMMMMMMMMMM� -7-7-- -7 ............ _:jE =7 GENERAL NOTES _4 1 All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard ations :or Public S2ecific HE.. ......... :7-, 7", V" ...... .......... Works Construction current edition. Contractor shall be familiar E-E7. .... ......... Z:Z� with and shall be responsible f or adherance to these Standards and Specifications. L !!Z�. ......... 4,N ............. t ............... .............. 2. All pipelines or substructures of any kind, telephone or power poles, t 1, =4 water meters, valves, fire hydrants, etc. shown or not shown on these T,, ..... -------- t t7 plans within the right-of-way limits or in adjacent areas where ......... improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. ----------- L 3. Any contractor performing work on this project shall familiarizehim .......... .......... self with the site and shall be solely responsible for any damage to ........... 7_4......... ----------- ............ ............. .......... .......... .. ......... 4 .......... existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. ...........- .......... ............ ....... ....... ...... ..... . ........ ....................... ------- I............. --—-------......... Department prior to any encroachment or construction within City of ...........f7 Rancho Cucamonga easement or right-of-way. ........... ...... ...... ..... ......... ........... .......... -4 . ......... ........... .. .................. L�......... .4 4 4 ts, edge of pavement points . ......... ......... .............. ----------- .............. ........%-+::! -------- 4 7 00 .............. as nee ........... ---- -------------- ........ .. .......... 7 .......... ........... ........... ............. . ........ .... ... ............ 1...... �E ..........E -4......... ........ ............ . ......... ............. ..........'7 L 7.......... ................... ------ MMM ......... ........... . ......... 71 . ........M I................ .......... ............................ ......... .............. ........... ........... .........--- 00 1 ::::,*":-,4":�-:�,.-:"�,:"E,* -—---------- ..................... ........... ............... .....- ---------- .......... compac - - -__ ...... --------L-_ ....... ........ ............. ... ... . . ........ ........... ............ ......... ............... ....... ........... ........... .......... ............. ........ ............. ,ONO 1 11 ........... -------- .... ...... t ........... ....................... ............. .. ......... .......... .......... ....... ............... ...... ............... ...........3'' ............ .......... ..................... .............. . ............. ................... MM n ........... ........ ....... ...... ....... 7T 17 .......... ........ ............ ............ .. .....- F .......... ............ t ............ ---------- 4 ........... .................... ............- ...... sieve analysis and sand equivalent of ... ...... ......... .. .... .............. ......... ... .... .......... ......... L .................. .......... ..........+ ................ ....... ......... L .............. ............................... I........__�'4,.,.-.-=-_�� ....... ......... .............. ....... ........... ........... ....................... ....... ............ ........... ................... ...... 4 .......... .......... ...... ........... ............ ............ ......... . . ....... taken to determine structural sections (prior to final plan ap oval) ......---------I .............. . .... ............. t .......... ............ .......... .......... ........................ ....... .......... ............ .......... ----------- ........... ....I.......... ........... . ...... . ...... .......... ............ ....... ......... ... ........... ...... ".%-�"..'��'I'l�7-7-�-,-,-,[-,---,�-,-a,-�-�.._.��,,�=.",.",a.,.,.-."-,.,�-",�-,,,��-4"----,%.-"��..,4�,,.-,,,�-,-�.+,%"�.-,t,-.,�,--.,.."",�',',",I:,:��.-,�................... ....... J.................... ............................... ......*"',.-' ....... ...............1--- ............ ............ . ... av ....... -4 .10. P ing. shall be performed in accordance with R-Vaiue and Pavement tests ............. .......... ... ..................... t .......... ............ ....... ........... .......... ........... .......... . ............ 'E ........... ............ ............-4.............t= ........:��------- t ......... ............. .... ...... .......... .......... .........^........... ............. ............ .........�%%,%",;L-,-'...-,_:-_-.1...... ........... -----------............ ......... ........... .......... .............. *�-'f�-,-:.-.�:.-.-::"�'.'.-t"-�.�-:.::.-::."I......... :1------- ......... .............. I m .......... ............. ..... ............ .......... ........... ............. ....................... ...................... .. ....... ...... ------------- .......... ......... ............. ......... i............. -4 .............-4-------- T_ ............ 4 r t ............. ......................... ....................... ........... ..... ... ... ............ .................. .......... ............ ...... .......I..... ............. ........... ............ ............. .......... ........................... .......... Z......... ........ .............. ........... ............... .......... ............................ .................. ......... .............. ......... ............ ... ....... ..............[7 77 .............. p . ......... ......................... ........... .......... ............. 7 4, i i S CA LF 40 "T" % dpoo % % % 15 City approval of plans does not rel NO 7-jCr,' during R34 al, 610E-W,4L1< LAY01-17- 45 COMCEP7-161AL ONLY- AI:11'�'ROIIAL Ovc* 7-H& ,�;. )=INAI- 5149,EWAI-K Z-A YOZIT �91-IALL 04�F 1WA0E 11V 7-1-IE FIELL? A1\142 W I I wmr CIIAIR rou A0JU_15;T4EP A5 M5CkF,,5;5ARY 7-0 M��7_ �=16=LO C01,1017-10M-5 A 5 A PPR 0 V460 3 Y 7-A15 PZ10L C MOR1<5 //V,5R2F C 7-0/;� A N0 PRO, IBDEF 7A IL 2 2 R 2 60 jec7- PI-ANIVER ��ICR 7-0 1=11VA1_ 001V97;4�VCTICIV , X. Ovz R E7 ins S 0A1 ST L7 0 (08L /06) 16y % ,(/0 7f.34)) 066' UTILITY cowmle 1.15TF_0 o1v DRAwlmra Iva &37-s OH90-M PAi o T 5D -4`570L4 0 W14 ITE i5MOVE � & / 1;,'.-C STD 1-3,3 F81- R,Cc2n. EX.SIGN V) & IAI_57.�4LL RZ6"@SliSAI 0A1 Sr 477 Al 4Z lip kP K t%b 18 0 .43 fr.Y eZ-45t.RZ&tSMd W /0 ',5A.5EA4,eF1V7- EX. (Aw A %11q, FO/f ALK. SI&AI t0A1 .4.1 24 40*,t V IsIr Z_7.- 11 61E4JD5'14-0 1,00, v- 14 A/ — .44 7— 1, W/ ,...;; N It Y_ 0, i SOPF FES A. y 014 4. 4.gF tv 174'k fe 07- IV S/" ZL EX VG n1i a LU 64696 A 4 RoCo 92& '14 E FOLLOW OF-NEKAL AM95 A00M.- 5MI57PAI IFX. DZ34 At 0 0 CM. KOW200(o-000.9 6KA55ocm _D 15 ED DWY e 5,9WA- R&AIM.-D Cer. SDWA- W171-111,1 DWY AA AD 7%— C D CINLY /8\ _Z A6 MN!NG 0,F kn- ........... ryp,6 CITY y 0 D APP 4:) K E&71WI 7A T rP an 40 Go A C U A E. L I T Y 0% F R MONO"A tc d r46 R1 W No. o6m& 38(wN7,loo) 24876 PLAN AND PROFILE eZ_,F11q r/O/V O?de-- A 0. 4 r 5.4 WC41 r N(i,37888 LT 4RRDW P, CA A VS IuE C ON57 TR UC TION A/0 rAES Ot OF C 0-� 00(2 400 7-0 a r CONSr 5"' CZIR43 W177-1 4?4 (51—IrrC-R 1957R C17)ollo' :57',0. 303 Po961Z 7'J.Afi�L L RC 3 7S 9?8 0,4 TF ?A COMS77 6 4.C. 11ER "IN, /0" oCZASS a4S6- ST)Za UXVF-5 PATA RA 11 EL MAP Aluo c/o 7/ APPROVED BY DATE-?V��MoO;oo� X-C. OAERAoof <;�i,,4,-00 /&�g 7& 0-7 .94FNCAIMARK 9 A5R -elry CITY ENGINEER R.C.E N 0%2 2 39 A'� co/VVT. 2694-00 1.150. &7(13)_ COIVSr Wh��Z_-4 C4q DESIGN I A RECOMMENQED 117-A.' 11147. 71,59 AMP R,4"R ��R ClrY SrAO. 910 07/ 1 1 .00 c-)7 147 0.b�tAOVeF ORA12e 012F aF RR 137747q--'_ 07" �000 /27 ID44A 6SEI-83- 297,00 *4 440t-141.56r W,4rh'l? 11AI—L167 C0k16*R 74-0 aR4,0,E A�C'7E�f 1:1, 111MG 15 C0"1P1_,i57r4'0 vle M/1-46 E, 01= I-1A 1125'1V A112�1 22 60. OF e 7-1-1 7 5AOX0.4AFe 40-/k/40- q-51 0. 0,47 50. RAIZ.7,, 177' 50, ANO 4,57- E, 0,=* �4 6`101?R454� Ig eoNo 7- e41q111111V6r,4,q A.ER C17Y 504-- DRAWN 1RAWoo:t-^,, SHEET Aloft /9/7 79.1, AMD a- 5'Aao I V,,,=' 7 RA c X G S/9 waIr e"RElvo;,i5 EX15T wqg �c7arreq 1AIS71,4L L 926 51'6.,V OR- t5r966r1VAM6 -5/6-0 AS SPOWAI DAJ/,tA\/ 4?22 Z W 0%5' 1@ N. __J_VF L 7-8, c7500 L MEIV H.P .V, Y S.C.E PAIV AN CV0RP1MA7'EP y A9EVL6L01A7&r9- Z,67AJo Vl=- C oA4az IC 7-IAIS S rRIPH 13 Y WEr 7- SA IVD,6 L A 5 V.*V&. -,4/ INC 7A- 1-1- 67"APE67"L16H C 2, J-ql� o?.C MING A @_ I A@ 24876 NO. . s4wcur E R6W006 �5xlsr- SIDEWMA�'.24 I-';A11tq7- .5;re1R1,VG OR MAR91V6 PER RC S7A^40A1Z0 133- "rly4o. 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I CITY OF IPWAINCHO CUCAMONGA W STREET IMPROVEMENTS . ----j------ _j __ ____ --.-- _- . __ - ___ -, __ - -- -__ - - - - ______ ___ ____ Lid ----,--------- ________________________,_,_ --' '- - _- - - -- - -- -- - - - ----- --- - - - __ - -6 __ ----, ---- ___6__6_%_6___ --.-, _____ - - - - ,- j ,-- __ __ - .- ------ , I _ _ - _________ ______,__-____1, _�---�_______ - _______________________--6__� __- __- - -- Ij - I - - - -- -_-,_ , ,_ ,__ , _ ,_ -__ _ ___ , :;� FOR RIW-'\ " Q� RIW I -�.----,--.�-------,---�---- --.--- __________ _____ _ , __ - j.__- -__-�V -- - - --- � - _ ' - -- -- ' r - - ___�- j- - - ,_ -_.L_-_____ 6- --- - -- - , I .. --_. I ::j ____ ---------- ------- ---� - - --- --.=--% %-- -- -'- _- - - --- - 4TH STREET I �D I STA 86+00 TO 91 +00 6 STREET TREE CONSTRUCTION NOTES STREET TREE LEGEND APPROVED B I I � DATEA2L - 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. I N F E�R A - I R.C.E. 24953 j?DVESS10* CITY ENG1 . V ---�-_ --- 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY 1 .41 DESIGN � f RECO D D / FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES - I/9.Y. A§soclated Eng 4/V E Underground Service Alert BENCH MARK MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 4TH STREET i-;z JEFFEREY 0. MEITER 3311 t SHELBY STREET ONTARIO. CAUFORNIA 917,54 � 9 89 30' MIN La - r" CITY OF RANCHO CUCAMONGA BM#10004 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. I 0 PLANTANUS ACERIFOLIA 15 GAL 15 Cx No. 64696 - �a DRAWN Voke: (909) 980-1982 Fox (909) 941-0891 SHEET - CaIl; TOLL FREE 1" ROUND HEAD BOLT IN TOP OF CURB 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 'BLOODCOOD' at 25' MIN -:x Exp 06-30-u * J9.m. 10AOF 29 AT THE N BACKGROUND TREES+ PINUS CANARIENSIS CANARY ISLAND PINE 15GAL 9 0"',----I 't.0-o"'. - " � %%% 1-800 STREET & MILLIKEN AVENUE STAMPED I I I I I I I I e cjv�\, 11_-� DRAWING No. � 0S.B.Co. 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THE EXISTING OVERHEAD UTILITIES (TELECOM MUNI CATION S AND ELECTRICAL, ^0 0 / i'IT, STREET IMPROVEMENTS . , I .. w . w V" ; �" EXCE TRICAL) ON THE PROPOSED PROJECT SITE t� . , W-11 I--- ;� : FOR " - , I SHALL BE UNDERGROUNDED FROM THE FIRST POLE OFFSITE WEST OF 1� 1% � PITTSBURGH AVENUE TO THE FIRST POLE OFFSITE EAST OF RICHMOND PLACE. �., - I �.' k--m I . . � 't� I / . :, 4TH STREET ------ ----�---------�----- -------- -- --,-----,---,--- -----, -- - -- -- ---- --- -- ,---- - - - ---- ------, - -- -- ,--- --------------- --- ---�-----------,-- ---- - ,-------,------�---------- ---- -- --�------- ---- -- , ---------- -- --- ,--- , - -- - -- --- , -- --- - --- --- --- ,-------------------- ------------------ --- - ----.---- - ---. -------------------------- -- -- ------, -- ------------ --- ----------- ------ ----- ---------,------- --- -------------- - --- -- -- -- - ---- - - - --.- -------"--,.---------,----,------- �------ --- - - --- -- - --- ------ - ---, --- -- - - -------,--�------------------------------�-----,- ------ .--. ----, --- ----- ------- ------------- -- ----- STA 91 +00 TO 96+00 - - - - - - - - - - - R/W "� . R/W --------------------- APPROVED By - - DATF12�--al]-4 ----------------- ----------- - -- -------,-----.-, - ------------------- - -- --- - - -7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1) r- - --- - ----] -.----,-,-- - ---- ------- --- - -------- - �- .-- -- - --- - --- ---- -.-------.-,--- ----------- ----------, ----- ----,-- ------ -- -- --- -- ------- �wou CITY ENGINEER, . / �" ,/11G R.C.E. 24953 Underground Service Alert BENCH MARK i:V� DESIGN j 0.U. / Associated Enalneers RECO DED - JEFFM D. MOTER 3311 I- SHELBY STREET ONTARIO. CALIFORNIA 911764 e�9 w 0 C . @ - CO TOLL FREE CITY OF RANCHO CUCAMONGA BM#10004 . I = No. 64696 va DRAWN voke (909) 980-1982 Fc)c (909) 941-0891 SHECT 1" ROUND HEAD BOLT IN TOP OF CURB 0 Exp.06-30-07 * I/D.U. 10BOF 29 . AT THE NORTHEAST COR ,--I I'l . % 1-800 STREET & MILLIKEN AVENUE STAMPED CIVk DRAWING No.. 1 'S.E3.CO. BM 01091" 9 OF C "A RCE No.: 64696 1 . - � . . 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DESIGN A/A.4 11112 tw4oll i 5c mmw I RECOMMEN */,, I 117-A : ///,? 7/9 , AP-% M m 944 46 g11015w 49-_z5ilt Ai30k125 0A'A0kF 614�F-0�c R-R - %"w W In EWE --_ D.6s* /7709? SKYRARK BZV-0 ., - At,fto� IT Y OFIn %A,), r M&T A R? I (") - __ _ �A19-7-747q,e!E� ��,e Mlz-E E 0,�= I-lAkl,EN AV2� ZZ/ 17/ /1'. e2 o-I SHEET I )c �_r ,o,-- 6 7/--/ ,,5 7-, q,,5-',60. ov= ,-90. RA 1Z_ ./ DRAWN/ 11?VIME� C�M41.,C. -,(C'714 00. 0 ,� . /I/ , I - - AN0 4_,5"r-_'_. 0,` A" C0,4�'N6��6,eFC T/0,AV e 0�oe / 7-1-40 C.,8. N.5. ,!r714) :?&/_9!2 go // O I - q 7 1�6,0 ,,,--,- 4 REVIEWED BN I -- - 00- DATE _t /-_ 1 12, 4� 7.- f�;_-e"� R. 7W..,; AN/2 0-_,l5'A,z_30V2F 7?��'Acl<o. I -1 &4 � - CHECKED f 41A, , C.,E. Iva 2497& DRAWING NO. �� — I � e.044.01 7,4Ln 4WIC, . 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