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Z:\STAN DAR DS\D ETAI LS\CLEAN OU T\SSCO1.DWG FRAME SIDE BAR INSTALL 6" D/A. ATR/UM DRAIN � GALV. STEEL _:ie PA 320-5000 GALLON A GRATE SEE NOTE 1. F SEE NOTE 4 EXPANSION TONT TO DE-q&V PER , � 5865 Owens Drive MGINEER'SDETAILS �OWMENTS SAND-OIL INTERCEPTORS Pleasanton, CA 94588 SEE NOTE 3 NORTHERN CALIFORNIA FRAME ANGLE I- B - 925-251-7200 a a F JL J B o II a a PIPE ° AI 10 & 26 N . WILSON WAY I II I LIFTING HOLE PVC-SDR35 6" DRAIN / a L - - - - - - - - - - - - - J L - - _ - _ - J STOCKTON , CA PLANR/SER PIPE TOP VIEW (COVERS AND RINGS REMOVED) FRAME AND GRATE 6" POLYETHYLENE OR PVC-SDR35 a FOR STORM DRAIN PIPE 4 24" CAST IRON FRAMES AND COVERS 3", 6" AND 12" ADDITIONAL T. & G. 6" POLYETHYLENE OR PVC-SDR35 / / WITH GASKET (GASTIGHT) STANDARD GR2432 GRADE RINGS 4 ftPIUG* AS REQUIRED TEKIN ASSOCIATES JOINT (AS REQUIRED) STORM DRAIN PIPE � Q Q AT EXTRA COST 4 C PIPE OPENING CAST-IN a a » 4 PER PLANS 10 [25 a a INLETT HEIGHT AS REQUIREDFORM SLOPED BOTTOM CAND IF TTINGS IN FIELD IF REQUIRED ISOMETRIC INSTALL 8 D/A. NDS SPEE-D BAS/N D STANDARD-/ E TEE OR ELBOW PER LOCAL CODE 6" 10' (250mm 10i [250mm] f I SIDE SECTION VIEW NOTES: J EXCEPT MODELS 320 & 500 ELEVEn GROUT PIPE 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND LIQUID MINIMUM MINIMUM IN PLACE NDS ATRIUM DRAIN CONDITIONS. MODEL CAPACITY DIM A DIM B DIM C DIM D DIM E EXCAVATION EXCAVATION DEPTH OF ENGINEERING ADVICE MAY BE REQUIRED. NUMBER (GALLONS) WIDTH LENGTH BURY TYPICAL SECTION 4 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO JP320EE-SO 320 3'-0" 7'-0" 4'-6" 3'-7" 3'-4" 4'-0" 8'-0" 1' TO 8' NOT TO SCALE ELIMINATE AIR POCKETS. JP500EE-SO 500 1 4'-0" 6'-0" 5'-10" 4'-10" 4'-7"1 5'-0" 7'-0" 1TO 6' 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT JP750EPE-SO 750 4'-3" 8'-1" 6'-3" 5'-0" 4'-9" 5'-3" 9'-1" 1' TO 6' Z:\KW-CAD-STANDARDS\DETAILS\AREA DRAINS\ADO2.DWG CHANNEL JP1000EPE-SO 1000 5-4" 8'-2" 6'-3" 5-0" 4'-9" 6'-4" 9'-2" 1' TO 6' KIER & WRIGHT NOTES : AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. JP1200EPE-SO 1200 6'-0" 8'-6" 6'-6" 5'-0" 4'-9" 7'-0" 9'-6" 1' TO 6' r kbk CIVIL ENGINEERS & SURVEYORS, INC. 1. FRAMES AND GRATES MAY BE SPECIFIED 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF JP1500EPE-SO 1500 5'-10" 10'-8" 6'-3" 5'-0" 4'-9" 6'-10" 11'-8" 1' TO 6' FOR PEDESTRIAN OR H2O TRAFFIC LOADING. THE CHANNEL EDGE. JP2000EPE-SO 2000 4'-11" 15-11" 6'-0" 5'-0" 4'-9"1 5-11" 16'-11" 1' TO 6' 2850 Collier Canyon Road Phone (925) 245-8788 ALL GRATES ARE BICYCLE PROOF. OPTIONAL DROP INLET TABLE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO JZ2500EPE-SO 2500 5'-9" 16'-10" 6'-0" 5'-0" 4'-9" 6'-9" 17'-10" 1' TO 5' Livermore, California 94551 Fax (925) 245-8796 DASHED LINE INDICATES FINISHED GRADE OR DETERMINE PROPER LOAD CLASS. JZ3000EPE-SO 3000 5'-9" 16'-10" 6'-9" 5'-9" 5'-6" 6'-9" 17'-10" 1' TO 5' GRATE LOCKING DEVICE AVAILABLE CPC A B C CONDITION AT A.C. PAVING TOP OF A.C. PAIVNG 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. JZ4000EPE-SO 4000 7'-8" 16'-7" 6'-9" 5'-6" 5'-3" W-8" 17'-7" 1' TO 5' REQUEST SEE DRAWING LOCK ON PAGE MODEL MODEL JZ5000EPE-SO 5000 7'-8" 16'-7" 7'-11" 6'-9" 6'-6" 8'-8" 17'-7" 1' TO 4' 1-7 OF THE CENTRAL PRECAST CATALOG. N0. NAME IN MM IN MM IN MM SPECIFICATION CLAUSE CLOSED-MESH GRATES OR CAST IRON K200 KLASSIKDRAIN - LOAD CLASS E DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL BELOW TANK.) FRAME AND GRATES ARE AVAILABLE ON CP1212 EK 12 300 12 300 4 100 LANDSCAPE ARCHITECTURE REQUEST. CP1818 CK 18 450 18 450 5 125 GENERAL BEDDING NOTE: SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE ' 943 Reserve Drive, Suite 100 - - THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K200 CHANNEL SYSTEM WITH GALVANIZED PREPARED TO HANDLE ANTICIPATED LOADS. Roseville, California 95678 2. FOR SURFACE AND DISCHARGE OPTIONS CP1824 1K* 18 450 24 600 5 125 - - - - COMPACTED BACKFILL STEEL EDGE RAILS AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. �� T 916 782 8688 AVAILABLE SEE DRAWING NO. 'DI-SO' PAGE PER SOIL REPORT FOR COMPLETE DESIGN AND PRODUCT INFORMATION s CP2424 2K 24 600 24 600 5 125 * MATERIALS CONTACT JENSEN PRECAST. 1-6 AND `DI-DO' PAGE 1-5 OF THE RECOMMENDATION CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY 9/17/07 Jensen Precast reserves the right to make changes to product design EffCENTRAL PRECAST CATALOG. CP2430 3K 24 600 30 750 5 125 CAST-IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: JP3zo-Jzs000_sANO-OIL_NOCAL_A.dwg and/or dimensions without notice. Please contact Jensen Precast wheneveJERSCP3030 5K 30 750 30 750 6 150 COMPRESSIVE STRENGTH: 14,000 PSI ©2007 Jensen Precast necessary for confirmation or advice on product design. AST 3. FRAMES AND GRATES DETAILS SEE PAGES FLEXURAL STRENGTH: 4,000 PSI 1-8, 1-9, AND 1-10 OF THE CENTRAL CP2436 1L 24 600 36 900 6 150 4" COMPACTED SAND BACKFILL TENSILE STRENGTH: 1,500 PSI PRECAST CATALOG. WATER ABSORPTION: 0.07% CP3636 1M 36 900 36 900 6 150 _ EXCEPT WITHIN 10' OF FROST PROOF YES 4. WALL THICKNESSES ON ALL D.I.S. CAN BE TO SUIT BUILDING. BACKFILL WITH DILUTE ACID AND ALKALI RESISTANT YES CP2448 3L 24 600 48 1200 6 150 SAME MATERIAL AS TRENCH 8117 SALT SPRAY TEST COMPLIANT YES CHANGED UPON REQUEST. 5. 18" WIDE Q R EXCAVATION. D.I.'S REPLACE THE OLD 16" WIDE BOX BK CP3648 3M 36 900 48 1200 6 150 4" R THE SYSTEM SHALL BE 8" (200mm) NOMINAL INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL WIDTH AND & 1K. CP4848 1R 48 1200 48 1200 6 150 A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. STORM, WATER OR S.S. LINES THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING 'QUICKLOK' BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE DROP INLET PIPE LINE BACKFILL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. US CONCRETE PRECAST GROUP AND BEDDING DETAIL 5 K200 - KLASSIKDRAIN - LOAD CLASS : E R SAND-OIL INTERCEPTOR 1 NOT TO SCALE NOT TO SCALE NOT TO SCALE v NOT TO SCALE i 0 Z:\-STAN DARDS\DETAI LS\CATCH BASINS\CBO1.DWG Z:\STANDARDS\DETAILS\PIPEBEDDING\PBO1.DWG NOTES: FINISHED GRADE 2„ PAVING CLEANOUT WITH CAP AT FIN. 1. A RECTANGULAR BOX AS SHOWN ABOVE SHALL SUBGRADE 320-5000 GALLON GRADE (SE MUNICPLDRAWING)EBEGINNINIGAOFS INE USING A BANDEDE ERUBBER COUPLING.TID. E USED FOR CLANOUTS THAT AECAPPED _ _ _ GREASE INTERCEPTORS 2. CIRCULAR BOXES ARE PERMITTED FOR SCREW TYPE CAP NORTHERN CALIFORNIA CLEANOUTS THAT ARE CAPPED WITH A SCREW » 2 MIN �I B VARIES VARIES VARIES TYPE CAP OR OTHER APPROVED TOP OPENING HAND TAMPED CAPS. BACKFILL TO 90% F IF � AS NEEDED 3. CIRCULAR BOXES INSTALLED IN SIDEWALK AREAS CLEANOUT BOX RELATIVE COMPACTION SHALL HAVE A SOLID COVER WITHOUT HOLES. (SEE NOTE) I SLOPE -.*-SLOPE APPROVED CIRCULAR BOXES ARE: CHRISTY VI INSTALL VERTICALLY A 1 019 11 - - - z - - - - BOX. BUILDING AND CUT TO LENGTH N\- � �� XN�� , D 4. APPROVED RECTANGULAR BOXES ARE: SEWER I � �� A) CHRISTY CONCRETE PRODUCT 63 BOX WITH A x 1/8TH BENDL _ _ _ _ _ _ _ _ _ _ _ _ _ J L _ _ _ - _ - J 63D CONCRETE LID ORA 63C METAL LID. OR TOP VIEW (COVERS AND RINGS REMOVED) -III-III-III-III-III \/\/� c�i� /�\/\ III- III' I III-II B) BROOKS PRODUCTS, INC. NO.3 METER BOX III III III III III III III-III= 00 m III III III III III III III III WITH A NO.3 HEAVY DUTY CONCRETE LID OR III-III-III-III-III-III-III- III=III= .� IIIIII-III-III-III-III-III-III-III-III-III= A N0.3 CAST IRON TRAFFIC LID. OR AN 24" CAST IRON FRAMES AND COVERS 3", 6" AND 12" NAIL 4-AA I III=III-III IIIIII=III=III=III=III-III-III-III-III-III-1 SLC) {= I11III-III-I -II III III III-III-III-III-III-III-III-III-III= APPROVED EQUAL. 1/8 BEND AT TERMINDOUS WITH GASKET (GASTIGHT) STANDARD GR2432 GRADE RINGS III-III-III-III-1 1 -1 -1 -1I TIII-1 -1 -1 I-1 -1 - ONLY PLUG* AS REQUIRED =1 II II II 111 -1T1-1 1-1Ti-1 III1 1-1 1-1 -1 -I 1-1 1-1 I' 5. CONCRETE LIDS ARE ACCEPTABLE FOR USE IN AT EXTRA COST 111111 "MIN 111111= -III- NON VEHICULAR TRAFFIC AREAS, WHILE BIO-TREATMENT SOIL MIX 11111 III WYE BRANCH FOR METAL LIDS MUST BE ELSEWHERE. II 4INTERMEDIATE CLEANOUTS INVERT (BSM) PER SPECS. DO NOT III 8 III,- 6. ALL CLEANOUT BOX LIDS SHALL BE MARKED WITH INVERT ELEVATION INLET OUTLET MECHANICALLY COMPACT II III' A LETTER "S" OR THE WORD "SEWER". 4" DIA. PERFORATED OR SLOTTED SLOPED UNDERDRAIN (SLOPETERMINATE CLEANOUT AT CLOSEST JOINT C 4" PIPE AND FITTINGS AT 0.50% MIN.) WITH PERFORATIONS DOWN. SEE PLAN FOR UNDERDRAIN CLEANOUT WITH RIM sD STANDARD E TO FINISH GRADE. SEE UTILITY PLAN s TO SURFACE WITH TEMPORARY PLUG. CONNECTION TO C.B. AND FOR INVERT ELEVATION m FOR LOCATION AND INVERT AFTER ALL BACKFILL IS COMPLETE AND �/ 12" OF CLASS II PERMEABLE ROCK SUB-GRADE MADE IN AREAS TO BE s PER CALTRANS SPECIFICATIONS PAVED THE FINAL RISER PIPE AND BOX SIDE SECTION VIEW' *EXCEPT MODELS 320 & 500 CAST IRON COVER CONCRETE COVER CONCRETE BOX SHALL BE INSTALLED AS SHOWN. MODEL LIQUID MINIMUM MINIMUM 1310-RETENTION CLEANOUT CLEANOUT TO GRADE NUMBER (GALLONS)CAPACITY DIM A DIM B DIM C DIM D DIME EXCAVATION DTH EXCAVATION LENGTH D BUR OF NOT TO SCALE 2 NOT TO SCALE 6 JP320EE-G 320 3'-0" 7'-0" 4'-6" 3'-7" 3'-4" 4'-0" 8'-0" 1' TO 8' JP500EE-G 500 4'-0" 6'-0" 5-10" 4'-10" 4'-7" 5'-0" 7'-0" 1' TO 6' JP750EPE-G 750 4'-0" 8'-1" 6'-3" 5'-0" 4'-9" 5'-3" 9'-l" 1' TO 6' JP1000EPE-G 1000 5'-1" 8'-2" 6'-3" 5'-0" 4'-9" 6'-4" 9'-2" 1' TO 6' JP1200EPE-G 1200 5'-9" 8'-6" 6'-6" 5'-0" 4'-9" 7'-0" 9'-6" 1' TO 6' JP1500EPE-G 1500 5'-7" 10'-8" 6'-3" 5'-0" 4'-9" 6'-10" 11'-8" 1' TO 6' �B� iE E JP2000EPE-G 2000 4'-11" 15-11" 6'-0" 5'-0" 4'-9" 5-11" 16'-11 1' TO 6' JZ2500EPE-G 2500 5'-9" 16'-10" 6'-0" 5'-0" 4'-9" 6'-9" 17'-10" 1' TO 5' JZ3000EPE-G 3000 5'-9" 16'-10" 6'-9" 5'-9" 5'-6" 6'-9" 17'-10" JZ4000EPE-G 4000 7'-8" 16'-7" 6'-9" 5'-6" 5'-3"1 8'-8" 17'-7" 1' TO 5' L WINGS ON 4" ONLY JZ5000EPE-G 5000 7'-8" 16'-7" 7'-11" 6'-9" 6'-6" 8'-8" 17'-7" 1' TO 4' ID OD W ZURN 541 HEAVY DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL BELOW TANK.) A TTACHED a PIPE � DUTY DRAIN BEDDING NOTE: SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. - A SET SCREW _I Lso FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. Mitered Drain, Inc. BASIC SPECIFICATIONS - 8/21/07 Jensen Precast reserves the right to make changes to product design ERN REVISIONS JP320-JZ5000_GREASE_NOCAL_A.dwg and/or dimensions without notice. Please contact Jensen Precast whenever EH http://www.mitereddroin.com email.• BRASS GRATES ARE MADE OF COPPER 02007 Jensen Precast necessary for confirmation or advice on product design. PRECAST info©mitereddrain.com (707) 620-0607 fax ALLOY NO. 836. MADE /N THE U.S.A. NOT 1/2" WATER CONNECT 620-0606 RECOMMENDED FOR TRAFFIC LOADS. SET TO IRRIGATION SYSTEM. Windsor, California 95492 SCREWS ARE TYPE 304 STAINLESS STEEL. CONTRACTOR TO COORDINATE P.O. Box 15566" AND LARGER GRATES ARE LIGHT GRAY CONNECTION DIMENSION TABLE HDPE W/TH UV INHIBITOR. PIPE MODEL APPROX. AREA OF ATTACHED 11 . 15.2 019 SLOPE A(in.) B(in.) C(in.) ID(in.) OD(in.) E(in.) L(in.) W(in.) a WEIGHT GRATE GRATE MITERED SIZE NO. (lbs.) OPENING MATERIAL PIPE (sq. in.) MATERIAL Z-1000-P D ETAILS 4" 3:1 4MD3 20 6 0.31 3.99 4.5 0.28 15.3 5.5 18.5' 12 17 BRASS PVC sch. 40 SELF-PRIMING TRAP 6" 3:1 6MD3 29 7.5 0.75 5.85 6.9 0.50 22.4 7.5 18.5' 13 41.9 HDPE-UV C900-CL 200 8" 3:1 8MD3 37 9 0.75 7.97 9.1 0.75 29.3 9.7 18.5' 22 76.7 HDPE-UV C900-CL 150 12" 3:1 12MD3 52 12 0.75 11.63 13.2 1.0 42.5 14 18.5' 60 165.1 HDPE-UV C900-CL 150 *ALL DIMENSIONS ARE IN INCHES AND ALL WEIGHTS ARE IN POUNDS, AND MAY VARY. MITERED DRAIN P-TRAP DETAIL GREASE INTERCEPTOR BUILDING NOT TO SCALE NOT TO SCALE 7 NOT TO SCALE 3 SUBMITTAL SHEET JOB NO. A19507 C3 . 1 DESIGNED JDQ Z:\KW-CAD-STANDARDS\DETAILS\AREA DRAINS\AD04.DWG Z: \STANDARDS\DETAILS\SPECIALIZED\CLEANOUT\SSSCO3.DWG DRAWN: JDQ OF 7 SHEETS X Z:\2019\A19507\DWG\CIVIL\A19507 CDS.dwg 11-15-19 10:56:55 AM