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<br /> DETAILS , SECTIONS AND NOTES
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<br /> A.C. B.
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<br /> 6" 1/2" <o .
<br /> P.C.0 CURB (CLASS A)
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<br /> GENERAL NOTES 3 * TOP AND BOTTOM z0 35T PVC OPPE, -M m U U V
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<br /> 1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS IN THE ? w ?o rr APPROVED EQUAL. m w ^ ^ ^
<br /> GEOTECHNICAL AND FOUNDATION INVESTIGATION-PREPARED FOR THIS SITE BY � 0 0 o m o
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<br /> KLEINFELDER ASSOCIATES, DATED MAY 9, 2007, FILE NO. 81050. GOT = ' O
<br /> CLEAN SAND OR
<br /> 2. CONTRACTOR SHALL DETERMINE HIS OWN EARTH QUANTITIES AND BASE HIS BID BASE ROCK O GRAVEL MAX
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<br /> ACCORDINGLY. 7n : I PARTICLE SI
<br /> „1� 1 190% COMPACTED
<br /> SCARIFIED AND RECOMPACTED SUBGRADE 4" TO 6" -- TO s0%.
<br /> 3. TOP OF CURB ELEVATION IS 0.5' ABOVE THE A.C. PAVING AND SPOT ELEVATIONS ARE 8" MIN. PER GEOTECHNICAL REPORT BEDDING
<br /> TO FINISHED SURFACE (UNLESS OTHERWISE NOTED).
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<br /> 4. COMPACTION TO BE DETERMINED USING ASTM D1557-78 LABORATORY TEST - in
<br /> PROCEDURE, LATEST EDITION. LIMITS OF CONCRETE i
<br /> �C WEERE LAN S BE PLACED ON ALL CURBS AND CURB & GUTTER 4"MIN. 4"+25% O.D. MAX. CAP, IF REQUIRED. z O
<br /> 5. STORM DRAIN PIPE DESIGNATED AS "S.D."TO BE CLASS IN R.C.P., H.D.P.E. OR SDR-35 WHERE LANDSCAPING SLOPES TOWARD CURB. WOF THE
<br /> SHALL PAVED AREAS ONLY ¢ G
<br /> BE PLACED AT 4' O.C. OR AT EACH SCOREUNE OF THE CURB.
<br /> (GREENTITE) P.V.C. PIPE BY MANVILLE OR APPROVED EQUAL. P.V.C. PIPE SHALL ONLY BE k w
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<br /> USED WHEN MINIMUM COVER REQUIREMENTS ARE AS SPECIFIED IN THE"P.V.C. PIPE
<br /> BEDDING DETAIL". SUBSTITUTIONS FOR ANY PIPE WITH A PARTICULAR MATERIAL z O
<br /> SPECIFIED ON THIS PLAN SHALL ONLY BE MADEWITH THE APPROVAL OF THE ENGINEER. P.V.C. PIPE BEDDING DETAIL
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<br /> 6. STORM DRAIN PIPE TO BE: CONCRETE CURB - N. T. S. E: ti z u F
<br /> 12" DIAMETER AND SMALLER-P.V.C. SDR-35, ADS HDPE, OR DUCTILE IRON PIPE. 1 �' 0 y
<br /> 15" DIAMETER AND LARGER CLASS III RCP OR H.D.P.E.WITH WATER TIGHTJOINTS. N.T.S. N
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<br /> NO MATERIAL SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE(D.I.P.)
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<br /> 7. ALL UTILITY STRUCTURES INCLUDING, BUT NOT LIMITED TO MANHOLES, CATCH BASINS,
<br /> WATER VALVES, FIRE HYDRANTS,TELEPHONE AND ELECTRIC VAULTS, AND PULL BOXES, U N m
<br /> THAT LIE WITHIN THE PUBLIC RIGHT-OF-WAY EASEMENTS OR AREAS AFFECTED BY
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<br /> WORK ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR OR THE AD o1
<br /> CONCRETE PAVING ASPHALT PAVING a. o
<br /> RESPECTIVE UTILITY COMPANY FOR WHICH THE CONTRACTOR IS RESPONSIBLE TO HOLD EDGE 1/8" HOLD EDGE 1/8" H-20 TRAFFIC RATED
<br /> AFFECT COORDINATION. ABOVE CONCRETE ABOVE CONCRETE GALVANIZED STEEL GRATE.
<br /> FRAME & GRATE (OR CAST IRON GRATE B
<br /> 8, THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES - 2.0' 2.0' WITH ENGINEER'S APPROVAL) w x
<br /> AS SHOWN ON THE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING ' T&G JOINT N
<br /> $ ' REQUIRED ON K
<br /> RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL + OVER I4'DEEP
<br /> REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH.VNDERGROUNDca
<br /> UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL - - swALE
<br /> KNOWN UNDERGROUND UTILITIES. HOWEVER, THE ENGINEER CAN NOT ASSUME - B Cd w
<br /> RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THEIR DELINEATION OF `�' C V � � ro
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<br /> SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT ARE NOT SHOWN 6" z = o
<br /> ON THESE DRAWINGS. 1 -c
<br /> e ADS N-12, PVC OR RCP C U u
<br /> 9. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES DRAINAGE PIPE I'��T
<br /> .SECTION WDCHTS ca W o
<br /> GROUT POPE
<br /> WHERE THEY ARE TO BE CROSSED, ABOVE OR BELOW, BY THE NEW FACILITY BEING - - IN PLACE - MODEL a e c au n. asuB fX J_ C7 ro
<br /> CONSTRUCTED IN ORDER TO VERIFY THE GRADE AND TO ASSURE THAT THERE IS �„ , PI2 1z 1z 4 250 210
<br /> '���wr^r r PIS IB IB 5 480 410 . W > m b
<br /> SUFFICIENT CLEARANCE. PIPE SHALL NOT BE STRUNG NOR TRENCHING COMMENCED - az 1e s30 50 66 lJ
<br /> UNTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR 95Y COMPACTION Pz430 24 30 6 790 825'
<br /> FAILS TO FOLLOW THIS PROCEDURE, HE WILL BE SOLELY RESPONSIBLE FOR. ANY EXTRA BASE ROCK FRAME ANGLE P30 30 30 6 9DD 900 - 3
<br /> WORK OR MATERIAL REQUIRED IF MODIFICATIONS TO THE DESIGN ARE NECESSARY. (6" MIN.) 6"x 6" W1.4 x W1.4 P3636 36 36 6 ❑OD 9200
<br /> WELDED WIRE MESH p44B 2d 60 1200 110
<br /> 10. THE CONTRACTOR SHALL SET HIS STRING OR WIRE THROUGH AT LEAST THREE GRADE - .. P384B 36 da 6 Iz00 1500 _
<br /> STAKES TO VERIFY GRADE. IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE, 4B 4B 40 6 1300 1900
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<br /> NOTIFY THE ENGINEER IMMEDIATELY AND HAVE THE GRADES CHECKED PRIOR THE
<br /> TRENCHING OR PLACEMENT OF CONCRETE. VALLEY CUTTER DETAIL PIPE OPENING NOTES:
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<br /> L / CAST PER CONCRETE SHALL TEST 3.000 P.S.I. AT 28 DAYS, ce
<br /> 11, ADJUSTMENTS TO BUILDING PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE N. T. S. LIFTING HOLE PLANS UNITS ARE FABRICATED TO 406 REQUIREMENTS FOR DEPTH AND PIPE O
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<br /> MAY 9E DELETES 6 DESIRED.EARTHWORK BALANCE SHALL BE MADE ONLY WITH APPROVAL OF THE ENGINEER. ORNING units MAY ORDERED wlTx SPECIAL OPENINGS. FLOORARED. 0
<br /> UNITS ARE REINFORCED KITH 4 R 4 -6-6 WELDED WIRE MESH. SPECIAL
<br /> REINFORCING MAY BE SPECIFIED. _I
<br /> 12. ALL WORK, ON-SITE AND IN THE PUBLIC RIGHT-OF-WAY, SHALL CONFORM TO THE
<br /> CITY OF MANTECA STANDARDS AND REQUIREMENTS. . . OR N ARE AVAILABLE DEE GN, SO AV PROSE WITH SOLID CHC H-zD)r Q
<br /> (T NON-TRAFFIC DESIGN. ALSO REDWOOD
<br /> WITH SOLID CHEC RRA E
<br /> (TRAFFIC OR NON-TRAFFIC) 03 REC1400D COVER. u
<br /> - ALL EXPOSED METAL PARTS SHALL BE GALVANIZED IN ACCORDANCE
<br /> 13. GRADING TO BE SUBJECT TO ADDITIONAL CONDITIONS, IF ANY, IMPOSED BY THE CITY - ISOMETRIC WITH ASTM-A 123.
<br /> OF MANTECA PURSUANT TO ISSUANCE OF A GRADING PERMIT. . CITY
<br /> CONSTRUCTION INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO WORK COMMENCING - - _ -
<br /> ONSITE. -I WEEP HOLE - -
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<br /> 14. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE - - ]ll ° FLOWLINE PVC 1/2" L
<br /> 6" MINIMUM BETWEEN PIPES CROSSING ELECTRICAL LINES AND 12" MINIMUM BETWEEN IL ABOVE PAVEMENT DROP INLET DETAIL Q
<br /> PIPES PARALLEL TO ELECTRICAL LINES.
<br /> N. T. S.
<br /> 15. FIRE LINES AND SPRINKLER RISERS ARE SHOWN SCHEMATICALLY ONLY. SIZE OF LINE, T o LLJ
<br /> VALVES, ETC., SHALL CONFORM TO SPECIFICATIONS AND REQUIREMENTS OF ALL SECTION J _ Z
<br /> APPLICABLE AGENCIES, SUCH AS FIRE DEPARTMENT, I.S.O., ETC. - 0 O
<br /> 16. FOR UTILITY MATERIALS AND TYPES, SEE THE PROJECT SPECIFICATION. - - - O O
<br /> CONC. CURB FT1"0 PVC PIPE THRU e Z (" o-
<br /> 17. USA NOTIFICATION -AT LEAST TWO WORKING DAYS BEFORE STARTING-AN EXCAVATION. - - CURB AT SCORE MARKS - - - Q Q
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<br /> THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT(800) 227-2600. a . .
<br /> 24" 12" 1' 6" i' 3" Y 3" 2'-3 1' 3"
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<br /> A.C. PAVEMENT. . A a
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<br /> BASE ROCK-y p — —
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<br /> OIL RETAINER BAFFLE B DIAMOND PLATE COVER w F 9 �J
<br /> ELEVATION GRIT/SLUDGE RETAINER WEIR (2) PLATE INSPECTION COVERS V
<br /> FLOW DIFFUSER BAFFLE V o O
<br /> BASE PLAN COVER PLAN
<br /> OIL/WATER SEPARATOR CHAMBER DIAMOND PLATE INSPECTION COVERS
<br /> WEEP HOLE DETAIL OIL RETAINER BAFFLE
<br /> PLATE ACCESS, DOOR. FLOW DIFFUSER �
<br /> 3 (/')INSPECTION TEE GRIT/SLUDGE RETAINER WEIR O O
<br /> N. T. S. RIM ELA
<br /> 6" INLET PER PLAN uj U U
<br /> (TYP.)
<br /> OUTLET DIA.
<br /> PER PLAN O
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<br /> 't- INVERT ELEV
<br /> PER PLAN
<br /> (TYP.) .14 /<1
<br /> 24" • 12' 1 6" 4'-8" U
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<br /> SECTION A-A 3/16" GALV. STEEL PLATE SECTION B-BQgofESS/ONq� Z
<br /> BAFFLES AND WIER �Q4� . CAt Oqc �y <
<br /> UTILITY VAULT COMPANY MODEL NO. $77 SA OR EQUAL
<br /> 2732
<br /> OIL/WATER SEPARATOR DETAIL ExPN06630-2008 a DATE DEC., 2007
<br /> N. T. S. V STgT CIViSCALE ASSHOWN
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<br /> f OF CALYfDESIGNER SMC
<br /> JOB NO. A06654
<br /> SHEET C- 3
<br /> OF 4 SHEETS
<br /> Z:\2006\AO6654\AO6654-CDS.dwg 2/21/2008 3:20:08 PM PST
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