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FRAME SI DE BAR GALVANIZED WELDED 114" GALV. CHECKER- 1/Z' HEX. HEAD BOLT 1„ TOP EDGE OF STRUCTURE MAY BE
<br />STEEL GRATE PLATE COVER EA. CORNER TY P.;
<br />112"THREADED STRAIGHT OR CHAMFERED FOR
<br />GALV. STEE1 GRATE INSERT _ I I I I-- a i l I Ii I I I- SEE NOTE 4 LOCKING BOLT \\\�\\�\\\\ PRODUCTION PURPOSES
<br />A SEE NOTE 1. T I D T L I -III I� 1 /2" 111
<br />LOCKING CLIP
<br />FRPMEANC�E TRAFFIC OR PEDESTRIAN FRAME FRAME
<br />" - ID -2 ANGLE GALVANIZED WELDED
<br />- FRAME AND GRATE, OPTIONAL SIDE STEEL G CL LOCKING BOLT
<br />-
<br />BAR S RATE
<br />TOP EDGE OF STRUCTURE (FRAME IS CAST -INTO WALL) BEARING
<br />BAR
<br />m IV AYBE STRAIGHT CR p
<br />SPACING LOCKING CLIP
<br />I AS REQ. LOCKING CLIP
<br />CHAMFERED FOR
<br />PRODUCTION PURPOSES FRAME ANGLE
<br />I FRAME SIDE
<br />PAVING NOTCH -
<br />,.-: BAR
<br />PIPE FRAME, OPTIONAL SHAPE TO BE
<br />LIFTING 1/2" INSERT TRAFFIC FRAME AND
<br />® PER THE PLANS TYPICAL EA.
<br />FAt CORNER GRATE, H2O TRAFFIC' 4a
<br />PLAN LIFTING DEVICE
<br />AND SPECS;
<br />LOADING ,
<br />77, GUARD ROD 1 PEDESTRIAN OR TRAFFIC 2 STANDARD CHECKERED 3_ REINFORCED' CHECKERED
<br />LI FII NG INSERTS
<br />I D'-4
<br />OPTIONAL 2"NOMINAL OPTIONAL O
<br />= • FRAME AND GRATE PLATE COVER PLATE COVER
<br />:•
<br />I REDWOOD COVER as
<br />FRANEAND GRATE SEE PAGE 1-17` ft4 PROTRUDING
<br />o TYPICAL SIDE OPENING REBAR AT 10" O.C. FLAT TOP T. & G. JOINT
<br />1/4" GALVANIZED
<br />ADDITIONAL T. &G (SPECIFY LENGTH) p.
<br />S
<br />1/2'kl"HEX. HEAD r
<br />0
<br />JOINT ASREQUIRED)
<br />o CHECKER PLATE
<br />.:- :>-; . COVER ZINC PLATED STEEL
<br />[.LI a.>
<br />BOLT &WASHER, 4
<br />C PIPEOPENING CAST IN !I _
<br />• ". '. - NOTE. 2:
<br />HEX: HEAD BOLT
<br />PER. PLANS
<br />EACH CORNER, , CHECKER -PLATE:
<br />19CMETRIC
<br />o SEE NOTE 2. GRATE BEARING - -
<br />COVER
<br />FLOOR SLOPE BY CONTRACTOR
<br />BAR
<br />I.
<br />Q ,: I �II1_ IIII-
<br />INTHEFIEID o - -
<br />Q: e
<br />112"THREADED
<br />F- ;.: I I_ I I TOP EDGE OF STRUCTURE � `'
<br />1-11 MAYBE STRAIGHT OR k INSERT 4.
<br />.: - 114"THREADED
<br />PRECAST CONCRETE INSERT
<br />(D I I CHAMFERED FOR FLAT TOP WITH O FLAT TOP DROP INLET
<br />CU PRODUCTION PURPOSES' O TONGUE &GROOVE' TYPICAL SECTION
<br />tt[ ILD. I:D:I PROTRUDING REAR
<br />•� JOINT AT LOCKING DEVICE
<br />s DRCPINLETTABLE o OPTIONAL 314" DIA: ;.I GALVANIZED WELDED TYPICAL DROP INLET'
<br />" GUARD ROD AS COUNTER DRILLED 2" NOMINAL CLEAR STEEL CHECKERED
<br />GROUT PIPE Central Precast Concrete- Madel Ref: CP1212 etc o " HOLES FOR 112 HEART REDWOOD PLATE SOLID COVER
<br />REQUIRED, (13" O.C. MAX.
<br />HEX HEAD BOLTS COVER; SEE LOCKING BEARING 1„
<br />TYPICAL SEC -10N IN PLACE USCPC SANTA LU a IS RECOMMENDED) TYPICAL EA. CORNER PAGE 1-17. WITH LOAD STIFFENERS; PLATE WELDED TO
<br />A g C o PEDESTRIAN ORT
<br />R TRAFFIC; �p
<br />GRATE ON BOTTOM
<br />MODEL ROSA
<br />STEEL COVER SEE PAGE 1-14. �B SOLID SIDE ONLY
<br />No: Rte, IN MM IN MM IN MM TYPICAL SIDE OPENING FASTENING DETALL
<br />2 SPECIFY LOCATION = _ DROP-IN
<br />EK 100 w x MI I III FRAME OF HOLE= "
<br />CB1212 12 300 12 300 4 _ 1/2 INSERTS d FRAME = II
<br />GRATE BEARING
<br />LIFTING DEVICE
<br />SIDE ,.. I- ANGLE CL OF BAR BAR. a
<br />112'k3 1/4"HEX.
<br />NOTES: 081818 CK 18 450 18 450 5 125 7 REDWOOD COVER AND BAR
<br />HEAD BOLT.&..WASHER.'. Q _.. '.. .
<br />CB1824 1K" 18' 450 24 600 125 6 SIDE OPENINGS 9
<br />1. FRANESANDGRATESMAYBESPECIFIEDFORPEDESTRIANOR 5 FRAME BEARIN d
<br />PIPE OPENINGS
<br />L :. :: ANGLE WITH 1/4" 0 4 a
<br />TRAFFICLOADING. PER PLANS REDWOOD COVER SIDE OPENING
<br />082424 2K 24 600 24' B�0 5 125
<br />GRATE LOCt4NGDEOCEAVAILABLEONREQUESTSEEDRAIMNG :. ASREQIURED :( a. ', „ LET MATCH ,
<br />a HO O
<br />ON PAGE 1-7. CLOSED- MESH GRATES OR CAST IRON FRANEAND (SPECIFY SIZE " + AT GRATE
<br />CB2430 3K 244 600 30' 750 5 125 112 THREADED
<br />AND LOCATION it a
<br />GRATES AREAVAILABLEONREQUEST. INSERT ad,
<br />2. FORSURFACEANDDISCHARGEOP110NSAVAILABLESEE 083030 5K 30 750 30 750 6 150 d
<br />SEE PAGE 1-4)LIFTING DEVICE;
<br />LOCKING BOLT
<br />DRAVUNGONPAGE I-4, 1-5&'1-6. ISOMETRIC TYPICAL BEARING PLATE a '
<br />CB2436 1L 24 600 36 9010 6 150 NOTES; 3116"x1"WIDE
<br />3. FRANESPNDC 2ATESDETAILSSEEPAGES 1-8,1-9,AND 1;10. NOTES; 3 THE ID OPENING WITH 3/8"0 HOLE, g'
<br />1: ANY SURFACE OPTION SHOWN HERE MAY SIDE © E ING. SHOWN ON OPTION 7 MAY ': 114 THREADS -
<br />CASTING 1-13, DRORIN 1-14. 03636 1M 36 900 36 900 6 150 I BECOMEINED WITH ANY OF THE DISCHARGE BE COMBINED WITH ANY OTHER SURFACE
<br />1: SIDE OPENINGS CAN BE PROVIDED ON ANY MODEL OPTIONS, SHOWN ON PAGE 1-5, TO CREATE A OPTION ON THIS SHEET LINSERT a4 4i
<br />4.VIWLLTHIGWESSONSONE DROP INLETSCANBECHANGEDUPON 3L 150 a COMPLETE CUSTOM INLET. ' a
<br />CB2448 24 600 48 1200 6' DROP INLET, SEE PAGE 12 & 1 16. ; a REDWOOD COVER TDP EDGE of srizuciuRE MAY BE
<br />- a
<br />REQUEST. CALL TOVERIFY REOD THICKNESS ;. , 4, COUNTERSUNK BOLTS AVAILBLE ON REQUEST
<br />2. FRAMES AND GRATES. MUST BE SPECIFIED STRAIGHT OR CHAMFERED FOR
<br />5. 111D.L'SREPLAC;ETHE OLD IS' DE BO B CB3648 3M 36 900 48 1200 6 150 2. COUNTERSUNK BOLTS AVAILABLE ON REQUEST, FOR FASTENING DETAIL EITHER STANDARD OR HEAVY HEAVY GRATES 5. TOP EDGE OF STRUCTURE MAYBE STRAIGHT PRODUCTION PURPOSES OPTIONAL SECTION
<br />WI X K&1K CHECKER -PLATE OPTION. ARE DESIGNED FOR H2O HIGHWAY LOADING. OR CHAMFER FORPRODUCTIONPURPOSES PARTIAL PLAN
<br />6. FOR PIPE 1 HOLE SCHEDULE SEE PACS 1-16. 084848 1 R 48 1200 48, 1200 6 150
<br />AT LOCKING DEVICE
<br />Date: 3111/2010
<br />77
<br />3049 INDEPENDENCE DRIVE, SUITEAr Dater 3/11/2010 3049 INDEPENDENCE DRIVE, SUITE Date:
<br />Tirl-E. TTLF. DROP INLET � 311 112 0 1 0 TirIF. DRIP INLET 311 112 01 0 TrrLE:
<br />3049 INDEPENDENCE DRIVE, SUITE A Date.
<br />r--� 3049 INDEPENDENCE DRIVE SUITEATE LUCKING DETAILS
<br />. LIVERMORE CA 94551 e-
<br />Scale.. N.T.S. CUSTOM PRECAST LIVERMORE,scale: i/`11TH SIDE OPENING LIVERMORE,A94551 Scale:URFACE OPTIONS !�`" LTVERMORE,CA94551
<br />UI us N.T.S. US N.T.S.NU Scale:
<br />LIVERMORE,CA9455'1 N.T.S. FOR INLETS
<br />PHONE: 925-964&740 CONCRETE
<br />D PHONE: 925-960.5740 PHONE: 92`x960-8740
<br />Rev.: Q CONCRETE FAX: 925-960.1903 Rev:: 0 CONCRETE FAX: 925-960-.1903 Rev.: 0 PAGE:
<br />CONCRETE PHONE: 925-9648740 0 r
<br />AGE CONCRETE FAx: 92560-1903 Rev::
<br />PRECAST' GROUP FAx;925-960-1903 1-2 PAGE: 1-4 PAGE: 1-6-�
<br />DWG: 1-2.dwg �A IFPRECAST ' GROUP V1MNV.US CONCREfEPREGAST.COM DWG: 1-4.dwg PRECAST GROUP WW/V.US-CONCRETEPRECAST.COM DWG: 1-6:dwg PRECAST GROUP kAM..US-CONCRETEPRECAST.COM DWG: 1.7•dwg
<br />NOTES:
<br />I. If the distance between cross -Guts _ are less then 150" the entire area between Var Trash Rack -Constructed
<br />See Note 1 Below_ - cors -cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete. using #5 rebar"8" C -C
<br />2. The resurfacing requirements shall be in addition to County Standard Drawing No. vertical and 18 C -C
<br />R-29. horizontal
<br />Existing .='
<br />6" Min 6" Pavement 6'° 6" Min 3. Resurfacing for Bell Holes shall meet these requirements. 1f excavation occurs within
<br />the shoulder or lane, only that area shall be resufaced as shown. I I t I
<br />(gyp) � I� -"i � - -
<br />(TyP) 4 If cross -cutting is performed on Local Roads at intervals less then 150' a Seal
<br />T , Coat for that halfof the roadway containing the trench can be used in lieu of
<br />+� See Nate 2 Below'
<br />3'-0" Compact in 12" max \ 3'-0" resurfacing. Section 2-5.03 (B-2). Var I 1,
<br />layers to a min relative
<br />-- ---- compaction of 9531; -------- \ Var I }:
<br />under pavement and - I I I t
<br />Var - - - - 90% outside pavement.tj
<br />Compact; In 24 max pr OD+12 c fi (TYPE
<br />\� layers to a min 'relative \ `C o Bend outer bars of grate
<br />OD/2 compaction of 85%. m o into an EYE and connect to
<br />- #4 0 19 EYE of U bars set into wall.
<br />.�` \.` Compact in layers `� ` l l; All c ft,z C -C (TYP)
<br />N to a min relative
<br />3 compaction of 5019. Paved Shoulder u TOP VIEW
<br />00
<br />10" Min -0-10" Min 1 D'' Min ; 10" Min
<br />° OD i I vNt�
<br />O[} '�'
<br />+ 20" Min + 20" 'Min
<br />Class 3 Concrete Bar 1/4"x1 1/2"
<br />RIGID CONDUIT' FLEXIBLE CONDUIT
<br />oTrash Rack00:
<br />6min
<br />.
<br />" min $
<br />TYP
<br />N f
<br />NOTES:, T ' ,t -r--- -f
<br />1 f I
<br />1. New pavement shall be 1" thicker than existing pavement, minimum I Detail A rr I t 1
<br />of 11.25 Ft. New base shall be 1 thicker than existing base, min of 0.501 Ft. ✓ t I I Var
<br />0 2. Select native material or imported granular material as approved by the Director'
<br />a of Public Works. Backfill with materials equal to or better than the existing, I I
<br />pavement and base in quality. cn , w .r+� -.': ,,...; � - �� ��
<br />0 3, Relative compaction of materials shall be tested in accordance with, I 12" r t Weld 3/8"x6"
<br />„anchor bolts
<br />the State of California, Dept. of Transportation Testing Manuals, test . L 4 x 4 x 1/4"
<br />M
<br />v T II rebor to bea 18 C -C
<br />method No. California 216 or 231. - 4 0 12' C -C
<br />0 4, All .existing pavement shall be neatly ':scut to line prior to trench excavation; �
<br />-�-I ham-" DETAIL A
<br />5. Jetting or ponding will be permitted within the street right-of-way with
<br />a :3 year bond, when approved by the Director of Public Works. 'o
<br />6. When shown by soil composition and compactability, ninety percent (90%)
<br />o C3 SECTION A -A
<br />compaction may be used, when approved by the Director of Public Works. 10- NOTESIco
<br />7. Special bedding and backfill requirements may be shown on the plans or 'I I KEITH P. SAUSEDD DATE
<br />specified in the special provisions. 1. Material to conform to ' ASTM, designation A-36
<br />2. All fillet welds to be 1/4*. RCE # 56352
<br />EXPIRES 3/31/19
<br />, pro bY:. TRENCH CUTTING POLICY Approved by: � �" PIPE INLET STRUCTURE Approved
<br />`- -- --
<br />CD TYPICAL TRENCH BACKFILL CRASS CUTTING OF AND TRACK RACK- "
<br />3 '
<br />v Ho Revision 'Descri on DiCOUNTY ROADWAYS
<br />Date No. Revision Description Date 30" DIA. PIPE AND SMALLER Ma. Revision Description Date'
<br />- COUNTY OF SAS JOAQUW COUNTY OF SAN JOAQUIN
<br />- � COUNTY OF SA1V JOAQUW
<br />DEPA1tT1Jdzgr aF, PUBuc wow >�AKrMEW of PUSUC WORKS DWAKT�vr OF PUsuc WORKS
<br />Warks far YOU Date: DEC 2014.1 Std. Dwg. No. R-�� �ir>r for YOU Data- MAY 2015 Std: Dwg. No. j�-�� icor_ far YOU Std. Dwg. No. pp
<br />Date. DEC 2014 D Y
<br />REVISIONS.•
<br />N0. DES(. BY DATE. DA TE: 1217117 SOUTH SAN JOA QUIN /RR/GA TION DIS TRIC T h SOUTH SAN JOAQUIN
<br />//77 7
<br />SCALE NONE ROSSIER ROAD DRAINAGE IMPROVEMENTS
<br />i
<br />DRAWN: KPS IRRIGATION DISTRICT
<br />CHECKED: KPS NEAR ENTERPRISE AND ROSSIER ROADS
<br />MAILING ADDRESS: PHYSICAL ADDRESS: DISTRICT OFFICE:
<br />DA TUM: NONE DETAILS, SHEET .3 OF 3 P.O. BOX 747 11011 EAST HIGHWAY 120 PHONE - (209) 249-4600
<br />RIPON, CA 95366-0747 MANTECA, CA 953636-9750 FAX - (209) 249-4640
<br />
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