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, . „ . . . . , . . . . , . • ' . , I , ; f -n'. i . ; . 5gLi.- t co, i, , ,-,,, 5,5.6.ri, i L.,..,_ - , ..t___..4. . 1 1 1- 1 44 ' 4 t 4 t -I ' ' - . t ' ' I 1_ .1 _______ 4 . _.i, I * f , _ zti 1 .___, t , , , 4 i i + , 1 .' '4 al ____,_ t : 4 t t 4 1 ; 1 1 I 1 1 a . , 1 1 . L°C '. ; -FL,6,16--- 16,- -11 4 LI I --; 4 t -' 4 _31 4 4 4_ I ___, __-4---;--t----4 -- • . 1 1 ;. . 1 4 1 = _I 1 1 - 4 1 14 --4- 1 i 4 _i 1 ; _I . • 1 1 • . i 4 1 t 1 . i 1 4 4 , i ----t -I 4 -t 4 t -I -t- ---1- 1 .1 4.: ---4- (...., , , -I -';771 ____7 -----,--1 -- *4 -; ----4---- .4 - ---:;L'I ; ; - -•-• 44 4 4 4. 4 4- ; 4 -; I ; j 1 t 77-1. -77:17 1 : . 4 . 1 - -e- 4- 44 -4 I ---4 . . , , 1. (.3 ...o. t--4 4 ... -4 --• 4 -41 I 1 1 it 4 4 1 _ ---, _f_ 4-41-1 -4 4-44 1 -4 4 4- 4 4 ----4 1 4 4 I-1-----4-t----4t 4 t -4 4 4 , _____4 -I 4 + 4 4 -4 -+ . -+ --- 44.----• ' I 4 4 4 4 1 1 i i 1 I , 4 , ' I : , , ' .1 , -4 4 1 . . 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PROPOSED IDP OF CURB 4 , , . , 4 1 F 4 . t 1 I i 4 1 • t 4-'4 - CO 1 i F 00 r.t.04 4 4 1 1 , , • 1 1 : 1 : ---;- ' 1 ---41 + " • CI 4 ' , , • 4 4 irct I-- C-), 1 • = - ' -,NZ() _if ___:. .....• Aio4_ i -I 1 t 1 _41 , t , 0 22' LEFT-OF CENTERLINE 4 4 1 --.4-4 C0 0 * 14.r_ „q_m‘i- 7 ..- ,, • 1 , , , - 1 1 - 1 ' 4 - 4.4 , 4 4 1 ---1 t j 1 4 i , . 4 --t t I t 1 -I 4 1 - i 4 4 . , 4 I 1 LO t 1 4 • 4 • . Cla C.) ; I 4 ; ' ' ' C, 1:,. C\I r\..1 C•43 Vt. 1t a, 1 1.141.1.1. ; . 4 4 , - t I 4.- 1 , • . I _ , , t , i , , 4 .___ 4 4 4 ' _ _.; _, ." CNI .i_____" __4.4 4._____"_____t ____ __44_, . __.: .0 1--- 1 ' 1 4 ; ' ;-OC1 •- Ni-k - t .- . + -'1.-- • 41‹ - • .10 • ___ . ___ _ , _ 4 _ I 4-4 44 _-.- 1: :1'.- . 4_ _ •___4. - ' 1 .'1 . ' ' ' ' ; ; 1 1 . -1 1 I 4 ; ! ' t ---1---..- ----_-_-_- -771...."-. ---1 -: --741-.---1 7-.:1 -T-4-_-_-;17:-.." 1 --.1 --..- .---' -1 4___ 4 4:4444; 4 1 , , i r_____•;_7;_.. ; ;___ t 1 • --= - 1 - tett : :- t 1 1 - -1 -- 1 - 1 1 - t c) c° : . 1 -. ; 1 . 1 . 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I 1.. 4 -1 , 4 .-t. 4- --,,, i - • 4 4 / ' ' , ___,._.4. : 1 1 i 1 ,-I---1_. . .1. ...., 4 4 1 ___, 1 11 4 1 ; -1 :. 14 1 : -I 1 1 -1 1 4 4 4 1 - I 1 -; 4 4 4 i • 4 .-1 . 4 4 4 ..._1 . .I .7. - 4 1 4 I 1 -7' 1 -. -.4-..- 4 --f 1 - 1 .44, . , t • • 4 4 , 1 4 4 4 4 - .' 1, 4 4 t 14 4 4 4 -4 .4 4 t _ --t 1+- 14 4 , I- 4 -1 „ . , ___ ___,_ , ------- - - -------- -- --------- ' ------- '- -------'' -----;--7-----'---7-- - . -2-7.-.'--- 7--7-. --7T-t -...- -------- 4:--1----4---------1--- ----I ---1----- --t-----4----.4 -----, ----1------ --- ---- -------1----4-=-1--::-_-_44 ---_54,-.=-4::--:4-=1 -= ---= :-.-2-2-_-_-f=4 1 ::-:A-5.=-i ..--_-: :_-_-:,-.1_.-.:-._ --_--:4 -4, -.-.;.-..-:-.,-4- -----------------------------1...... .__. 1. -.-.:-..- _--.:-_1. ---_--.1 I : ,, . 1 , I _ ._ _ __ .4 , 4 . ,, __.444 ..., . 4 , 4. i 4 „. 1- - ' _ --1------------4---- ----4-t--4-4--------4-- 4:44„4---4-4,-.444.. -44---„,-4.----,,--4---4_,--_---4 . : , -4 i i. , i , , _ -.,--*-- 4 •----.. /-.- t.---.. ..-- 1 _ ___L-I- -4- ' . 4- .._.__._ T . --•- ____;._____,_ ; I ' ' t PROFILE . •_, , 4 4 4 • 1- , 4 -, 4 -4- -444 44 . 4 ' ' t 't, 4 i 4 * 4 1 47-44 t -.1 t -4 44 f 4111 4 . 4 1 J 4 i, _ _.., . , ., , , , 4 • 4 4 4 1 ; 1 • 4 4 , • , • , , 4 , . • -I 1 i 1 i 4 VET:11::4' 19+00 20+00 21+00 22.00 23+00 24•00 25.00 26+00 27+00 28+00 , 29+00 , , , BID WELL LANE , SEE CITY DWG NO. 3606 GRAPHIC SCALE SEE SHEET 10 40 0 20 40 80 160 , *KIM JIM 01-1111111IM itiatni0111111•111 '- - - '--.' -------- -f----. ---.1. , 64' , IN1174011M1.11-annimill1111INsomistaufwama 32' 32' (IN FEET) 40 1 MI. 40n 12' 20' 20' 12' 1 i c„.... T il Ad". li6572 , . /..,.. 1 I 1)It .;:' Ai _ 1 • ,- ' --, CONSTRUCTION NOTES .,, •te • , ••=, f 0 CONSTRUCT 4.5* AC PAVEMENT NIN) OVER 12a OF 95% COMPACTED NATIVE SOIL rs 0 0 0 . • Et f L ,1 II (SEE GENERAL NOTE 31 de 32) 4 ,, C.) I--• 0 CONSTRUCT 8" PCC CURB de GUTTER PER CITY SM. DWG. NO. 1003 Ir39 40 41 0 A 43 , C '..k. 1 ‘.....1" . F it 0 0 01 . ./. • , r, 0 ct 0 G.) / 1 . is ...,, ..., a c, d h. ..0 c‘i Ce S CEI i 1 a 8 lc 114 . kll' e ,„, . LL_ CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W--8' r... z c) 1. a._ 4 ±..ZP' a C3 a • -, 1 I 0 CONSTRUCT 4" PCC SIDEWALK PER CM( SM. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN ,.....„ 6.- . 46 " 4,_ • I •• .., a) Da -i 6 5/7, ..c-, ID CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 i UNE OF - k PROP. RAI Lri 1 • p= . .z... gt ....... V) I ± , 4 .".` ..e C‘i 0 • cv •=e a 448.20 Tidlippli 1.40,Noik.:44, t, .n P, rathwit7,,,x- NO CI i . I 1111 I I I I I I I li >1-6C.-' ilk 'I i I j j 0 ft Il.! I pNESTRA caily9500w0IG.LUNM0E.N wHIP 6SV (100 WATT; #10) LUMIMIRE il C: 0 SAWCUT de REMOVE EXISTING AC PAVEMENT TO A CLEAN STIMIGHT LINE (1' MIN.) -(DPIPFiwi.IIIII40111111111111lPF._...AVME1 F" ncs11=11111111111111. 1. 1. 1111111111111.41-4.0.An.... '"IiirlIMMIIIIIM IIII IIIIII III!. °ow litil '011.4-11PPAIr ‘114111111-11.4 I 11_, CZ N-1. ---.........._ 8 INI IIIIIIIPAIIPII" 4fillIllMWAII. _ , ..„..„. Nr t ive.Allink 0 GRIND dc OVERLAY EXISTING PAVEtvfENT FOR StvfOOTH TRANSMON AS SHOWN ON PLAN AND DETAIL ON SHT 2 =Pirs --1 -4 MIPLAN_EIMSillMM__lkW_I_-..aim c) 41.11::--- 41641Eiiiiiiii _ ,L2. ,...... -z-ig=mr.• ........41====hz I r ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SM. 109 -a • IIIIIIMPPMPIfts .- q.1.11.IIIIIIII911111111 AliiIIPIPft.-- 11.1.4 .1111111MtkiNalliiii. galkIllirPIAIIIIIIIIIWAIBIZICIrlidiMilitt• - - 12111=i27=IMEMIN C° t 4.. 7 i I IF 1 I I I I I 11111 I I I I I I I 111111111011". I I-.. .. 1' . I I il 1 1..". 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POWER POLE (BY OTHERS) tdol -.... milmorno. .7JiliMIRT,g1MIIMIIIIIIIIIIIIMS. INVMETIF/Wilia.--"41MIN'IMMIIIMIIIIIIMMIIIINft - MninaLlla. m....1 Armimillms...-wummillialliMalfar hrailillialar A. " .11111101•11111W40411m.-- 111P10.4 .11111111M9MIMmill•Evn \MOMEMNW,NNIsr-W.,WANIIMIIMMOlii.11•11.-'01MMIIIIMMIAIMMIlf1=16..._'"•=1WAFAPIIEFIIIIMMAIRVimlimIlmr...."NisitswAri '.:'.91111FAPwwe•sahsi...w'"bariaiaiillIlIllIllIlIlIAP;MNIMIPF-41.aMaak-Wla-T-4'a'r.A1.IIIIIIMIP:t,alM .......i LLI VIIIIIIIIIIII A11111111111•1111.011111 V .Vg..- W --74M111110WIIIMMINAIk.. _ -11/111011.1111111sigjWIZM r‘v ." ittP..1111"". , , , ,._ ...„ _ 4.,,,,,,;,...„....7.. 011rammi = La-.1 ID REMOVE EXIS-TING (TYPE AS SHOWN) - _ .„,40Thlii ig...... ...-... ....--amiipicill...111111 aarna--1111 .44%-71111.11..rolli...."-- 44.15, • w -.4.004i4 I I 0111.1"1.1" T _ -4 co41) trI , _ . _.__._ ___......,_„...„.....,,.......,„.,..,..,,,,„...,„,,„,. ,..... ...... - Ag........ ff a --,,-, v 1=111 .1.1.111".11111.11i et - _ 1' 8 EX. VW a_ I . •,.. .. I' N..8 . ......• -IL- CL. .111. i 0 EX. B165E-OF PAVEMENT --)i.a ...t ,---• .... ci ' INDICATES PROPOSED A.C. PAVEMENT CI_ Z :Ility7...\1 igi Cr) VI 0 1 fg) .... P • __. ...... cs4 .,.. la,J I Is•-.1.....tri± .r. : .-A INDICATES REMOVE EXISTING A.C. PAVEMENT .._ 6 oi RI Cs/ 1 ••0•OSED 8"I SEWE`. Air 11Yp oa. i.-0 o cr >- Q. 03 Z --. I t....i FUTURE STORM DRAIN 411• 2C111.." X TIM1 I CV ea! n . c,........... ,..,....i,„_, "M-31111'•..*.oc..407jr...14...0 ; _PO 48. § \ 1 INDICATES OVERLAY EXISTING A.C.PAVEMEtsIT 1 1111 , *KM !:...÷. ERA 1 B , I I 1 1 JUNIPER AV NUE ___r--- . _ 1 it. 1 o ., _ . • .d _..41 A ' ----.7--Trtsr--> (NI CURVE TABLE BASIS OF BEARINGS: 0 RADIUS DELTA LENGTH TANGENT , BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE A 35,00' 90'0237* 55.00' 35.03' , BEING NORTH 00.00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN B 35.00' 89'57'23- 54.95' 34.97' -, MAP BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY. , (...) (: LC) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: , c, ORIGINAL BENCHMARK CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF REQUIRED , of ESS/04/ ALLARD ENGINEERING ec' 06. IMPROVEMENTS NOT commma WM-IIN PREPARED FOR: CITY OF FONTANA BM-361 NO. 1536697E AT THE SW CORNER _ . --' , : a ..4 , . 1./3.(3 1',..10 S. H i 44/,<c.4, OFFSITE STREET IMPROVEMENT PIAN -'87,.....4„4,Z; - , R.R. SPIKE IN PP IUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning '''. . ,_,....... TWO YEARS OF THE DATE OF APPROVAL OF BASEI_INE AVEt SINCE DESTROYED _ , .. . 2- DRAWN BY: SCALE: 0 SHOWN HEREON MD CARRIED FORTH IN A YOUNG HOMES ELEVATION: 1365.01, 8253 Sierra Avenue __ c ri AE TR 1"=40' 2 AIWWW1A/MWAMMWt 1 , Fontana, California 92335 No. 43976 m NO. 16572 ... ,,, ,,ii-- „,-A'WO WORK I NG DILIGENT MANNE, THE CITY maNEER MAY 10370 TRADEMARK STREET Li _A-, DESIGNED BY: DATE: a., ,i Li_ DIAL - '1 TAYS BEFORE RANCHO CUCAMONGA, siTE BENCHMARK (909) 356-1815 Fax M09) 356-1795 i-- . Exp. 6/30/05 FEBRUARY, 2005 i REQUIRE REVISIONS TO THE PLANS TO 3-1, T.1N., R.5W., S.BM.-2" I.P. 1 IPERTioAvEN8Ly/171 Ocjp0,NO't N'LY OF cd BEFORE '1.1 - . r YOU DIG -.-, Lt• C.S.M. AT THE INTERSECTION OF rL..........-----_____ l ,,, /i. CIVIL. ck CHECKED BY: AP?'AI V Y: DRAWING NO.: 6 1.-- YOU DIG ..,,, BRING THEM INTO CONFORMANa WM-I (909) 291-7600 SW CORNER, SEC. WITH BRASS CA David S. Hammer, R.C.E. 43976 Date 0 *Ii, DATE:..2(134'5"-- I, 1-227-2600 P' AND CITRUS AVENUE. 40 r CAL k mi iit../ .0. 1.....1 CONDMONS MD STANDARDS IN EFFECI' BASELINE AVENUE , (expires 6/30/2005) I 9 TOLL FREE '-'''''''''- 1-80(SERVICE ALERT R1-1 3607 7 CITY ENGINEER R.C.E. 5115.- 1-- ELEVATOR 1395.16 0 A PUBLIC SERVICE BY UNDERGROUND - ilename: M:\dwg\15916\final design\STREETS\OFFSITE\16572-ST06.dwg ....J Cl_ , • F , ...