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HomeMy WebLinkAbout3082-7lI 0 3 0 0 V) 00 i i LJ V) Q V) w w 0 r\ O CD �I w w w U) 1-13 m 0 0 a a 0 IL 1-1 on 100.00 V U PI A 13+88 00 ?. Boz 8 o m m 1, EL. = 1047 53 g \ '- 0 ' o m $ 200, V. C. $ r� \ + N P I 0 15+70.00 ��iApp wC3 M 'n o . O 0 °° _ Z MO O w t0 co M E U _ > W _ O _ - O t0 LO _ O o� 1� © N $ m $ ( $ rn \ � o ,+ o � o k O i $ � PROPOSED TC $ N o— �\ t gIn to a Q O oO U otn N �� _ \ �_ �_ t( a O O_ Orn .- pp I tJ _ I Oto _ $� . , 8 C.F. + + r $ to W 2.00z + a t0 N V) o M O O N G M r t m 90% 0. s `- � \ .— -_ ,_� to + o r- d O v to d c0 + N + o 77Z I ►-• a � k u� �-- � t + O 0 FOR 'GiB RETURN SEE SHT. 6 r t0 w _ N _ B. NO. 1 EXISTING GROUND v- 038.72_INV. ,, 0 N LY CURB _ + o C.B. N0. 2 _ N �' 200' V.C. 1038.86 INV. .Go F5 7cv co 'Q F` PI 0 15+70.00 loll Nip In r%0 1 > = o � uj G, = -2.30% c� v FINISHED SURFACE _ Q o $ w 0 CENTERLINE + o -- a z z o.co of to � ��I� �� o I $� orn n _ _ M ._ a I v $� _ $, $� 0 _ q�r _ + O1� to o O N W _ Z IW _ _ _ _ ,� rn O v o�^ o O N O o+ _ $ �I r O o O __ O= __ J w r a ( 2.00 r +o v o� _ Iri ov' uiv �� 04 v o �00 � 0.90_. -- _ _ - _ _ j t + I O Z ^a �/,`� EXIST. F.S. 0 CENTERLINE \�/-OF EXISTING EOP O _ 19' 10 23' E'LY. _ 4060 sLY TIC 1050 E'LY TC _ QQ ., t7[ E QP & Ell -- �EXISTING EDP • _ 19' TO 23' E'LY. OF z_ _ o J -- Z PROFILE SCALE HORIZ: 1" : 40' _ _ \ VERT: 1" : 4' 10 11 12 13 14 15 16 17 18 19 20 21 z 0 TRACT 16232 175.00' D REMOVAL WIDTH VARIES FROM 11'-17' A.C. REMOVAL z ] z 7 ] w > 6 13 z 6 w c56 © J w 19 w6 oaI > 19 w 40 00 > 6 ] > 6 3 7 JURUPA AVE. �olxz W Q .. 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N - _ - -� q �_ _- -- 15 CITY OF POWANA I, f�T- —1�_ --+ (ESP} �� 16- - --- -- - - STT- -7�T –�– 1�- - 2- 5 — _ 9 __ _ _�. �2�_._.-.-- H U)_ 1 I 5 LAP JOINT 9 f7777 ,, x Q W W _ 6 ABOVE GROUND COINIITY OIF SAN SSANAIpMD � 15' W 49+33.59 JURUPA AVE. = 10+ AMA A -- t— -- M — _.._ . ,. _ . _ _ LAP JOINT 9 Q � U� NEW. � INTERSECTION is ! I �R/W� _l__ '-(R/W� ~ _ U W EXIST. EDGE OF PAVEMENT (RAW) I EXIST. CURB H Z ( 20" WATER TO BE EXIST. 24" R.C.P. r Q J RELOCATED PER a 3 = o 9 TRACT 16074 OFFSITE WATER PLAN � I V I M.B. 11/12 P.M. No. 13515 Q P.M.B. 177/2627 w I �I z N X W TAMARIND AVENUE CONSTRUCTION NOTES CONSTRUCTION NOTES CONT. LEGEND O CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. O REMOVE EXISTING (SEE GENERAL NOTES 31 & 32) O9 CONSTRUCT LAP JOINT PER DETAIL ON SHT. 2 QFES$/O OQ� N��\. <: RECORD DRAM G y PAVEMENT LAP JOINT � 2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. O DETAIL 1003 10 SAWCUT &REMOVE EXISTING PAVEMENT SCALE: ?"-40' y� ��` SEE DETAIL � SHEET 2 O CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 13 - RELOCATE A.R.V. 2.0' BEHIND CURB FACE PER W.S.B.C.W.D. STD. W-2 cm ter` O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND (CITY OF FONTANA PUBLIC SERVICES SHALL 19 CONSTRUCT COMMERCIAL DRIVEWAY (WIDTH PER PLAN) PER C.O.F. STD. 102 uj N4 63494 A 40' 20' 0' 40' 80' Exp. Sept. 30, 2006 ;,; EMI • l PROPOSED A.C. PAVEMENT BE CONTACTED PRIOR TO RELOCATION) (51611 FM O PROTECT IN PLACE " S CIVII. �`Z l9TFOF GRAPHIC SCALE: 1 = 40' Co� f l -7/77 EXISTING EDGE OF PAVEMENT REV. � O REVISION DESCRIPTION DA El CI DATE BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION Q CITY OF FONTANA CALIFORNIA ' j RECORD DRAWING I �� THE BEARINGS HEREON ARE QI�FESSION'l STREET IMPROVEMENT PLANS FOR DBASED EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o CHISELED BOX IN ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89'03'21" EAST �o A. YEARS OF THE DATE OF APPROVAL SHOWN ��� ��r` ��, SON AND CARRIED FORTH IN A ! y Z 27555 YNEZ ROAD, SUITE 400 TRACT 16074 —OFFSITE PHASE 1 S S N TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: TAMARIND AVENUE AS SHOWN DIAL TWO W❑RKING EASTERLY TOP CURB, PER PARCEL MAP N0. 12195, P.M.6.158/28-40; DILIGENT „� No 43090 ^� MANNER, THE CITY ENGINEER � Exp. 3/31/04 '� CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com RJB RAS FROM JURUPA TO 1100 NORTH JOB NUMBER BEFORE DAYS BEF❑RE TAMARIND AVE.; 60' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO TI -E PLANS TO �` �f7 PREPARED U DER THE SU VISION OF: DESIGNED BY: OF, JUR A 15-100157 You DIG YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING e1 VI\ ���� TEEM INTO CONFORMANCE WITH jf MCH ARP ED TOLL FREE 1-800-227-2600 500' SOUTH OF SLOVER O'OON390 T0� ORTH CLOCKWISE CONDITIONS Eo AND STANDARDS IN EFFECT. OF CACI DATE: (o DZ CHECKED BY .O2 DRAWING N0. y 7 6Y�E�NGI A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s9'04'00" EAST. MICHAEL A. TY MANAd CE NO. 43090 EXP. 3-31-04 MA NEER R.C.E. 51152 DATE: 3052 10to lI 0 3 0 0 V) 00 i i LJ V) Q V) w w 0 r\ O CD �I w w w U) 1-13 m 0 0 a a 0 IL 1-1 on