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See Nob Below Surface p 12' Standard as lmme ort �•�--5'-6' �„�e See Stcndord Drawing No. CW-C6 A.C. p4- r'-7'-C M , or Sq (Rf robed Std �eww.n T for roll curb, gutter and. sidewalk Deg' Citi 4 -min. �' Note: Wirth ca minimum). stemExlat. Roadway-�Top ofcurb = Ek' a ort le(4*r i nn be determined 0.60' Aephsk-f > s.• NeN sby the Engineer �reb See Standard Drawing No. CW-C7 Rowine of / y,'O e•a1x I for vertical curb,gager -+! - Expanaian a '"• 1 PAVEMENT REPAIR DETAIL 3 g"h" 'id`w°IkE.pcnafon Joint JUndi . vay monument joint 1 COUNTY OF SAN JOAQUIN STANDARDS bas m • artstued. (By others) c h'O Lip of gutter 3._D.. SURVEY MONUMENT DETAIL 1- below assembly to be set •.e' Min. for Case B CONFORM COUNTY OF SAN JOAQUIN 1" below Naw line of utter 4.tM t'wv9' 2'-0" STANDARDS PLAN 9 csa..rx Nn teen s .r.I q. ewe OVERLAY T A OVERLAY Sidewalk 9 7' Min� { throat �•--2 �^• 1 1/2" �^ Y.�-opening a" " I Y I / 1 1/7 EXISTING INLET OR MANHOLE :++ - Expansion joints per _ 1/2 ' did. .oft •!l""':_ �}.. _ I t2 F,enl req, d _ - Boss to hold e�l �.' No. Cii 9 2" MAX srww Standard Orawln p grate in place E E GRA E 4ur0 0.60' MIN. 2" MAX 12" BEND EXIST REINF 24' did. an, NOTE: 1 1' •.'.j REMOVE CONC TO 2" die. pipe (see note in. DETECTABLE WARNING AC EXPOSE REINF STEEL COLLAR & CUT TO FIT no. 5) SURFACE MALL BE INSTALLED Case c ROLL TYPE TYPE B S- .Or min. PER 2002 CALTRANS 12' 25 1/i I,-- STANDARD PLANS F. w CURB GUTTER CURB TRANSITION DETAIL 5 AND PROVIDE OPENING 6- DETAIL A88A. *12 •b COUNTY OF SAN JOAQUIN STANDARDS tols w Ka• a INOR CONC SECTION �� in I 4'-6" 1'-0" 2'-D"w4SCORE MARK IF MONOLITHIC POUR 6 NEW PIPE 1Ail e. z-#1s Hoofs z" t. AII exposeC steel shall be di 0 4' w Y 2TRIM FLUSH AND "oiled with PLAN OF FRAME SLOPE t 4' PER FOOT-- SQUARE OR2 nimu of coal tar pitch hzed to a " 1 1/2' GROUT USH ANminimum of 18P si gannet sa ROUND COLLAR COLLAR SQUARE OR ROUND OPTIONAL 2. Grace, Lame and aide 'nht sbau conform to } 6" MIN 2-//15 HOOPS Sautn gay Foundry A-64. frame with e'Rner A-390 � . -• a 4 i° rnrted or l be chi fabricated steel gratin 6" 3. Grate shall oe chained to frame. ----- 4. Grote shall be depressed 1' below gutter Case D TYP. -----r, Profile grade. 4 pip a r 3 I shall to pass II R.C.P.. or . 3, ri fp 4 1� Curti 1 � � ___ ------ �_ I _+__ PIPE CONNECTION TO EXISTING INLET�MH �71 class Z or 3 non-reinforced concrete Ojos. nno. 1 1/2" x 3 1/2" KEY, UNLESS POURED MONOLITHIC I J TYPE 1 CURB INLET CATCHBASIN 1 HANDICAP RAMP �2� ROLL TYPE CURB, COUNTY OF SAN JOAQUIN STANDARDS COUNTY OF SAN JOAQUIN STANDARDS GUTTER & SIDEWALK EXIST. PIPE NEW PIPE +IF PROPERTY LINE COLLAR DETAIL 6 Q 5/8' x 24' LONG STEEL DOWELS, GREASED AND JOINTS.WRAPPED _ ONE 510E THROUGH ALL EXPANSION AND COLD JOINTS. eHan P DRAIN PIPE 1ROLL CURB GUTTER & SIDEWALK 4 CATCH BASINCOUNTY OF SAN JOAQUIN STANDARDS - GRAATE SO PIPE '�" SO PIPE •6' SO PIPE IUNE OFO GUTTER J ," � P o 0 .}'cz' AT �y`• �e'� i O �1��tT' �` a O �'� y, o ,(.. yw STRUCTURAL z i O /. . ` ,g A. SECTION s<. .fi •Ct JCe ? 'P cr e a y f '� JCe '`o - PROPERTY LINE 5'-0" 2 AYN µ MIN. FLOW LINE o:• 1• `,� 6• 0 1 y 4° d DESCRIPTION sTAnal YS b' Y 4' €' 6 •,. :::,. , - OF GUTTERe �v .P ,k. DESCRIPTION STATION is a z_ ,y. mo �a p Q R c+ ^a ^ g < < o o 4 �� $� O' SECTION A_A . ., . t < QS �o •ry 4 �0 9, 2 ,q'T DESCRIPTION STATION 1 g ? `e C EA EA EA EA EA EA EA IT x g F ?� g 3T 0.0. 12 GAUGE 2 CUT PIPE FLUSH WITH EA I EA EA I EA EA EA EA EA FT x 7 A X CONSTRUCT OVER AND CONNECT TO EXIST 5D 31+21.65 EA EA EA EA EA EA FT x GALV. STEEL OR NON-BELL CAST IRON OR 3" % 5" RECTANGULAR OF CURB 1 A X 12+67.07 B X 31+57.65 14 A X CONSTRUCT OVER AND CONNECT TO EXISTING S.D. 48+08.77 B X 12+67.07 C 32 0.20 B 48+44.77 C 46 .50 REWIRES SLURRY BACKFILL D X 31+56± C 32 0.20 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC .11/2' MIN. D 8 1.0 REWIRES SLURRY BACKFILL E X 31+19± 48+43± E X Q+67.07 8 A X 33+93.55 E X 48+051 F 175 .10 B X 34+29.54 15 A X CONSTRUCT OVER AND CONNECT To EXISTING S.D. 48+09.44 IN G X 14+45.06 C 26 0.35 B CONSTRUCT OVER AND CONNECT TO EXISTING S.D. 48+45,44 3'• ALTERNATE DRAIN PIPE H X 5 1.0 D X 33+951 D X 48+071 12" 7BRAIN PIPE J 130 .00 REMOVE EXIST PIPE TO CONNECTION POINT E X 34+301 E X 1 48+471 MIN. - _. - . 4" K X MATCH FEST NVERT 15+751 F X 33+99.3 16 A X 52+39.39 Ml' - B". a. L 245 0.20 G 6 0.35 SECTION B-B M X 10+19.85 9 A X 36+68.63 N 20 REWIRES SLURRY BACKFILL B X 37+04.63 NOTES 1. PROPERTY OWNER SHALL BE RESPONSIBLE FOR CLEANING AND MAINTAINING PIPE. X 1 10+19.65 C 27 0.20 17 A X 53+86.92 m MINIMUM SLOPE TO BE 0.5%. 90 REWIRES SLURRY BACKFILL D X 37+051 3. UNDER SIDEWALK DRAIN MAY BE USED WHERE APPROVED BY THE AGENCY, R I X I 10+20.00 E X 36+74.0 2 A x 1 19+21.90 F X 36+721 18 A X 59+49.52 UNDER SIDEWALK DRAIN 9 B x 1 18+86.81 G 1 5 0.00 1 B 59+85.66 COUNTY OF SAN JOAQUIN STANDARDS C 1 32 .37 10 A I X 1 37+95.55 1 1 C X 59+431 D X 18+851 B X CONSTRUCT OVER AND CONNECT TO DOST SO 37+99.28 D 5 0.20 E X 19+22± C X 38+35.29 F 4 CONNECT TO EXIST. D.I. BOX D 32 0.20 19 A X 63+25,55 E X 38+331 B X CONNECT To EXIST. SO 63+30.66 3 A X 1 21+22.53 F X 38+021 C X 63+66.65L 16" _I 36 .10 X CONSTRUCT OVER AND CONNECT TO EXIST SO 39+32.00 D X 63+28± C X 21+22.53 B X 39+68.00 E X I 63+701 N'60.20 MIN. (TVP.) C 32 4 A I X I 22+70.69 D I X 39+741 20 A X 67+64.71 \ B I X 1 22+70.04 E X I 39+331 B 67+93.51 EXIST. �� \ 5 A X 27+58.22 12 A X 43+96.36 C X CONSTRUCT OVER AND CONNECT TO EXISTING S.D. 67+65.50 PIPE B X I 27+56.96 B X 44+97.36 D 1 1 26 0.20 \ C X 1 27+92.96 C X 1.5 E X 67+991 D 1 32 0.20 D X 26 8.45 F 67+651 / %' '� NEW PIPE E I X 1 39 0.15CONNECT TO EXIST. CATCH BASIN E X 44+67± 21 A X 72+86.84 F X 27+50± F X 44+241 B x 72+82.13 G X 27+95± 131 A X7. C X 73+18.12 E POUR CLASS B C N 6 A X 30+96.89 X 44+07± E X 4 1.0 CONNECT W EXIST. SWATCH BASIN COLLAR N. CONNECT PIPES PROF SS H X 27+55± 7 1.0 AS SHOWN. PLACE DBL, E LAYER OF 6"x6"-W1.4xW1.4 � B X 31+33.89 X 1 44+83± F X 73+211 WELDED WIRE FABRIC WITH C X 11 0.70 CONNECT TO EXIST. CATCH BASIN 6 1.0 G X 72+79± WITH 6" OVERLAY AT JOINT. `� NO. 3551 A D X 1 0,50 CONNECT TO EXIST. CATCH BASIN F X 43+98.04 Exp. 6/30/07 E X 31+37.5± X CONSTRUCT OVER AND CONNECT TO EXIST 50 ANGI.F,D PIPE 10 H X 30+98± H X CONSTRUCT OVER AND CONNECT TO EXIST SO 44+ 7. 22 A 1D D•2D RELOCATE EIOST. CATON BASIN BEHIND BACK WAIX 75+93± CONNECTION DETAIL sTy/, CIV TOTAL 9 3 2 3 0 3 4 5 32 195 110 550 TOTAL 14 1 5 0 8 4 2 45 186 TOTAL 12 5 4 5 7 2 13 63 FOFCA\-�F DATE: 05/03/04 TIME: 3:37 p.m. NO. BY DATE REVISIONS: SHEET NUMBER SERVER: MTS: SERVICE: "i STREET IMPROVEMENTS 19 PACOUNTY OF OF 22 SHEETS PATH: N:\mt0522\Codd\Ip\ DRAWING NAME: SHTI9,DWG PLOTTING VIEW: -8 TD11 ` 26 CONSTRUCTION/DRAINAGE DETAILS AL: ? 1-800-227-2600 SAN JOAQUIN B E Y O N D E N G I N E E R I N G HORIZON: ?'=NIA DESIGNER: DOE PROJ. MGR: GT AT LEAST TWO DAYS HORIZONTAL: 1'=N/A N BEFORE you oic 802 CIIMY LANE, SUITE 201, MANTECA. CA. 86587 LL CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these JOB NUMBER Cal plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. UN0°""°""� SERVICE AUDIT °F NORTHERN CALIFORNIA 208.258.080 TEL 209.239.410 FAX W'NN,NOLTECOM PREPARED FOR: COUNTY OF SAN JOAGUIN DATE SUBMITTED: 4-23-04 MT0622