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" ' - -_ - 7-777-7_7_,_ _77_7-77,-77---- 77------ - - - --.-77-----t- 7., '--.1-=-I:-.----L--------,-- ---:-- ---• --- - - -T- -- - ,---- - ---- -- ------- ------------------- -- . - - -c. - -t- __,.. - - - -- _ - - - , - ----------- _ -_-__:.--..-.•-.:----2-=`-:-----.---.-.-=-.:-=-:--,-:-_-_--.7..-_7=-_7-_-_--- :--_-_-=-7.------ . - _ . _ _ ---------------------- .e.--- -L---- -- - _. , - - - , .._ - - -, , = - - --- - - --- - -, - - L--- - - ,.. _ - , - - _ - , - -• - -- ' -- ---- - _„. - _ , - , _ - , _ _ __ . - , , • VER „ - _ • _ , , ____ _-______ ____ -,_ ______ __ -- ----- 7- ---- -_ 7-- 7 7 - _7_777 _ 77777 7 -7-7-77=7-_- _.7=7-2:- -7_777 .77.77.7 _ , _-_ - -, - 1 2 3 4 --- E _ ..._, RECTANGULAR... __ E HINGE COVER AT CONSTRUCTION NOTES: E TOP OF FRAME E 3 600 mm INLET INLET FRAME AND (24")E -.......1.„ 1 0 r*,_ TYPE 2 TYPE 1 COVER PER PIPE PER PROVEMENT STREET CROSS-FALL TABLE 0-d- _,... SIT). PLAN IM 15 OR GRADING PLAN CONST. 8" CURB & GUTTER PER CTIY OF FONTANA STD. PLAN NO. 1003. ____--- .----__-_--- SEE NOTE 8 , EX. GB EX. CROSS-FALL PROP. CROSS-FALL e 600 mm I REMOVE POWER POLE IN THE LOCATION AS SHOWN. i STATION Q:,-4....5 , ,,,..., or- 0 INSTALL 4.5" (CERES) AND 6.5" (SIERRA) OF AC ON 12" COMPACTED NATIVE IN ACCORD. f • • . 0 •4' •-....... I r'N toil __ 1+59.91 2.56% 2.30% WITH CITY OF FONTANA STANDARDS 1000 & 1001. SECTION A R ---- --- ...4.--_._......_._. __ 2+00 - 2.96% 2.74% 0 CONST. COMMERCIAL DRIVE APPROACH (W=PER PLAN) PER CITY OF INLET TYPE 2 T iw . I f , i L. FONTANA STD.#1005 A 1 , 1\ I SEE ADO, NOTE 8 _Ii i \ J - _ _ . = 2+50 5.9' . ilk 0 ____Er---'-'---t--L______ 1 i- --;--‘,•--i I CONST. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. BAR 25C) m c-D .,7• i F.> I ' 1 0 0,-, • 75 mm -I -4-i , / -, CONST. ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. (3") MIN ) G 1 , . I, 0 POwER POLE TO BE REMOvED DuRiNG FONTANA II PROJECT. ' SECTION jCer5° + \ i 0 DISCHARGE STRUCTURE, PER APWA STD. DWG 151-1 ON SHEET 3. gov_,, 009 111,4110,„ t4 , . 1 --_ ,...... ._• r„), B . ii. 6 mm 1 4 `0' f - INLET TYPE 1 3+59.58 12.6' LT 4.65% 2.36% B-4" 1- , 0 RELOCATE EXISTING STREET LIGHT, SEE LIGHTING PLAN. STA 2+21.15 S=2' :1 z L................. 1111 \'','''' ------1 --- _ o DETAIL OF ANCHOR (NI L OF PARKWAY DRAI 0 _;„, •-• ,, a. , Lo• ... 75 mm - .... - CURB FACE-\ ,, _ (3") 7-CURB FACE i catr..--..%-' frl _,, 0 EXISTING TRAFFIC EQUIPMENT LOCATION, DiSPOSITION TO BE DETERMINED BY I- cr ... sACTP:oveTuRAT TRAFFIC RNG114INDEEscR.ovERtfity H '`--ANCHOR , fl 1,1 -x...) ink i +`. Lu 1 .. ' k 0 PER CITY STDS, SEE \ FL -- tr31,<C • .... 1 __ _ ;; [ :\ POINT M poi FL 14 \___ POINT P -LI POINT Q 1.1.1 _- = 0) ± c,i 1.- c:i re) 1‘) -I h: tr) ct ei.4t. 0 730 li CN ly.-1 Mgr i '- 1 a--. C.4 + cd er) NI- 0" 1 , .t 0" ---an; IQ 7 + 0) 0 ; 3(i4-68.(0)i2IZNEI T Go TYPICAL SECTION A, SHEET 2. ...ti- z __ 0 REmOvE EXiSTiNG CURB & GUI ihR AND SIDEWALK. j Lu 1 P Lu • 0 ADJUST TO GRADE PER CITY OF FONTANA STDS. . A Cf) ...,,W S NAL AR. (1D PROTECT IN PLACE, ITEM AS NOTED. ., PLAN @ 4,...;\ REMOVE EXISTING PAVEMENT FULL DEPTH IN THE LOCATIONS SHOWN. -411411M11.11111.-416=41111111113% 'LlIP''.. .7 b V.?) 3000 mm (10') S 3000 mm (10') 0) - - - ---- INSTALL CITY OF FONTANA 10' STD CROSS GUTTER IN ACCORDANCE WITH DETAIL 105. ...../ ••••.* ..ej A', II GUTTER SHALL HAVE 1 HiKE BETWEEN FLOWLINE AND LIP. TC GRADE LINE AS S/2 1 - N • L3.... 0 ... _i--TOP OF CURB . , Ask .0 ) 11,1 * SHOWN ON PROFILE F Li) N3- --- 3 tS .t?.-.1, e 'I .4- -,...../ '1'-"_.1..'" (el MATCH AND JOIN TO EXISTING IMPROVEMENT. ,..\\-5 2 -te, -- - -GB- - --- & TOP OF CURB + \-0 __- . ,.. ........______j-FL _.--------) 1 - _ API\ I- 1 00 4 1 .1r-- fir 111/0.1 . , , , - bk 01 - . • , - - FL _ POINT Q ____ ______ INSTALL CITY OF FONTANA STANDARD 124 DISCHARGE STRUCTURE IN THE LOCATiON SHOwN POINT P __ POINT N F-- SIERRA AVENUE POINT m PROFILE (/) '41 ID INSTALL CITY OF FONTANA STANDARD 116 JUNCTION STRUCTURE IN THE LOCATION SHOWN. 10 SIDEWALK ED.4- 7--GALVANIZED STEEL / FINISH -4 ...::::, 0) ±X + ANGLE LI1 CO I INSTALL 18" RCP (MIN, D LOAD 1350) IN THE LOCATIONS AND GRADES SHOWN. , -I in C.1 Pr) ....,.. P,Z Z J BAR FOR S = 750 mm (30") AND LESS, USE 2 co . -., < -41C I-- __I _ in €3) CONNECT APPuRTENANCE IN THE LOCATION SHOWN. SPACING, mm ANCHORS. OTHERWISE, USE 3 ANCHORS. (4) IF BATTER 3:12 ......-SEE NOTE 8 I fy • 1 m = 300(12") 240(7 10.) 0 in 7.`est .450 4.-J VERIFY DEPTH OF POINT OF CONNECTION PRIOR TO CONSTRUCTION.(18") 240(7") FOR S = 1200 mm (48") AND LESS, . ii• :•.. ....--- ........:ft.".-?..:.-f ' 1....1 CONSTRUCTION NOTES c.) ,_____ _ _ ell 0 600 (24") 240(7") 200 mm 11 60 Mm 750(30") 240(7") GALVANIZED STEEL ANGLE. USE 64410.5 (2-1/2"0"x3/8" () (r) - 6") < 0 CONSTRUCT CONCRETE COLLAR PER APWA STD. 380-3. 900 (36") 240(7") cmuATcHR TO f-, 1,..... SE TION A-A 1. FLOOR OF BOX SHALL BE TROWFI FD SMOOTH. 1050(42") 210 (6") 011-IERWISE, B = 100 mm (4"). USE 89x76x12.7 EXISTING 0 RELOCATE BOX AS NEEDED TO FACILITATE CONSTRUCTION. 1200 (48) 180(5") (3-1/2"x3"x1/2") GALVANIZED STEEL ANGLE. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W INLET TYPE 1 E 1350(54") 225(6-1/2") 1 0 mm E S 150 mm BEGINS AT THE TOE RATHER THAN AT THE R/w LINE. J BARS ARE #10M (#3). 6 tr)- 6 #10M 0 420 mm 4. TOP OF iNLET STRUCTURE (TYPE 1&2) SHALL BE FWSH WITH ADJACENT 1500(60") 180(5") N•-- (#3 0 12") MAX OC 1650(66") 180 (4") Pa .gosi •••• ___t SURFACE WHERE PRACTICAL. 1800(72") _120(3-1/2") co L.-. J BAM1• • + 5. A HEADED STUD 16 mm x 160 mm WITH A 25 mm HEAD SIERRA AVENUE Irio.J `1. C3 x (5/8" x 6-3/8, 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT • ..„ SECTION B-Bc,-- - WELD MAY BE USED AS AS ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B+5" AT POINT N & P. SCALD 1' = 40' , 7. THE 3" LEG OF THE 5/8" DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF THE SIDEWALK. flia.14•11.0..lialMaia i 8. SLOPE = 2.0%. 1 PARKWAY DRAIN DETAIL . , (---B 0 20 40 80 . . k\,......3) MIIIIINIIIIIMIMINIIIMM SEAL 0 4 SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of .: J C I TY OF F0 NTANA CALIF° N IA IANEtsIGINFP,NG •I AND SURVEYING I JL impROVEMENTS NOT COMMENCE WITHIN TWO tsz.ovEssitty ..1 w• STREET IMPROVEMENT PLAN THE DATE OF APPROVAL SHOWN HEREON A*., 4C, "7 we- ,v...,,,,,,,,, *..t ‘ 111111111111111h sake DtVINE SPECrEM DRIVE, SERIE B109 '41& r5:1 ' 4,t'Y ‘-‘:. DRAWN B'f: ONE TECHNOLOGY,92618 AnnwismAtommewon .\ 1,--..s.444---,,, 1 YEARS OF RRIED FORTH IN A DILIGENT MANNER, THE .4....4. ..z.. 4,- '1) fri .4"""Nf. 44^1". r" VINCENT W. SCARPATI DSK SIERRA AVE. N. OF CERES AVE. As Noted IRVINE, CALIFORNIA DIAL or/ .., , TWO WORKING e " ' 4 sa- No. 33520 .S. .** 0,..",*f.,iffr.,, 0•••‘,..Jit,"...4 ,n,. PLAN A ID -ROFILC ' DATE: PIICNE (949) 49 -24e7 4 , AND CA 4, AL ' DESIGNED BY: BEFORE 1LN\ DAYS BEFORE my EtIGINEER MAY REQUIRE REVISIONS TO THE xp. 6/30/2006 %.* _E.,tp. Date:06-30-06 Date •. DSK "-- 10-20-04 ... o BENCHMARK.. # I PLANS TO BRING THEM INTO CONFORMANCE WITH re OF 0,0 CHECI<ED B'Y: -ARP-4 2g EIY:fiefs_414.01.., .. DRAWING NO• 3 UTHD EAST CORNER OF SIERRA & CERES TOLL FREE - - 1-800-226-2600 & ADDED STORM DRAIN EXTENS1ON/STRUCTURE 12/04 VIAf * \ix 1-1.31fi A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. TOP OF FIRE HYDRANT AT a ELEV.=1244.76(USED TO MATCH EXISTING AERIAL) REV. REVISION DESCRIPTION DATE DIOR. CRY DATE rNGR'S NAME. R.C.E. 33520 VINS (A CITY DIGINEER DA4- .e'5 R.C.E. 51152 3611 4 ELEV.=1244.00(PUBLISHED) 11•11MOMII1010101•111••••W l 1