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HomeMy WebLinkAbout83-1465 - Detail PlanPITCH FLOW 0.5%MIN 11SGH 40 PVG PIPE-� EHGI FRAME 4 GRATE 4" (SEE 50HEOULE FOR RIM ELEVATIONS) (FRAME b GOVER ON DRAIN MANHOLES) 0.5% SL as OPE (MIN) 12 x-12" 5GH 40 PVr, PIPE 12,14) ELBOW ON GATGH BASIN OUTLETS BASIN SHALL 4 '. (EXTEND 18• MIN. BELOW SUMP LEVEL) BE SET ON 4'ID, 4' INSIDE DIA. H-20 STABLE BASE PRECAST CONCRETE DEEP SUMP GATGH BASIN GATGH BA51N I DRAINAGE MANHOLE DETAIL NO 5GALE EXTRA HEAVY GAST IRON FRAME AND GRATE EL. = 10.4 12" 5GH 40 PV OUTLET PIPE GURB INLET DETAIL (GO NO 5GALE 51A36RADE 5HOREY DB -9 GUTTER INLET H-20 6" PIPE MO SGALE) 5=.01 MIN. e 5TARTIN6 UNIT INTERMEDIATE UNITS ICOR HD CONTACTORS - leIOOR HD GONTAGTORS� SEE SCHEDULE SEE SCHEDULE A55EMBLY DETAIL NO SCALE ���+1 p Ii Ii li li li 171 li I� �� 1► 1� Is_ * * LEACHING CHAMBERS WHEEL LOADING• I Al ,�MODEL USED IN THIS DESIGN &rCONTACTOR 100 HD �E;F� ECI F-1 C-- I MODEL: MODEL: 75 100 125 $fI KFILL 330 CAPACITY c.f unit 115 (COMPACT TO 9556 15.5 24.4 555 MAX DRY DENSITY) 5FRIN6 1 _ ry b5' 90" INITIAL $.4G411 -ILL W LINE N. 28' 36" (TAMPED) H OF PIPE 125' 18' 205' MATERJAL h 6" 6' HAUNGNIN6 14' 24" L2 13.83' $E00I146-6' MAX - 13.53' TAMPED T. .( IT I T - PROVIDE FIRM, _ UNIFORM 633' SUPPORT 625' INVERT HEIGHT NOTE: SOIL IN "HAUNGHIN&" ZONE MUST 6" BE COMPACTED TO 85% PROCTOR DENSITY 14" EMBEDMENT MATERIAL TO BE GLEAN SAND EFFECTIVE LEACHING AREA OR GRAVEL WITH MAXIMUM PARTICLE SIZE 28"I OF 1 1/2" 39.1 PIPE INSTALLATION FOR TRENCHES s.f. unit DETAIL NO SCALE 6" PIPE MO SGALE) 5=.01 MIN. e 5TARTIN6 UNIT INTERMEDIATE UNITS ICOR HD CONTACTORS - leIOOR HD GONTAGTORS� SEE SCHEDULE SEE SCHEDULE A55EMBLY DETAIL NO SCALE ���+1 p Ii Ii li li li 171 li I� �� 1► 1� Is_ * * LEACHING CHAMBERS WHEEL LOADING• I Al ,�MODEL USED IN THIS DESIGN &rCONTACTOR 100 HD �E;F� ECI F-1 C-- MODEL: MODEL: 75 100 125 180 330 CAPACITY c.f unit 115 15.8 15.5 24.4 555 DIMENSIONS L 85" 90" b5' 90" 90" W 21" N. 28' 36" 52' H 12" 125' 18' 205' 305' h 6" 6' 115' 14' 24" L2 13.83' 14.0' 13.53' 13.67' 15hT L' 633' 633' 633' 633' 625' INVERT HEIGHT b" 6" 12' 14" 24" EFFECTIVE LEACHING AREA 1 23.0 28"I 31.8 39.1 60.0 FOR TRENCHES s.f. unit STARTING UNIT END UNIT NOTEI IN ALL AREAS OF PROPOSED PAVEMENT ALL UNSUITABLE MATERIAL INGLUDINS5 TOP501L SHALL BE REMOVED AND REPLACED WITH GLEAN SAND d GRAVEL (TO 5UB6RADE LEVEU AND COMPACTED TO 45% OF MAXIMUM DRY DENSITY " WIDTH AND SLOPE VARIES (SEE SITE PLANS) BITUMINOUS SURFACE COURSE CLA55 I, TYPE 1-1 2" BITUMINOUS BINDER COURSE 0 OC o p0 O 12" PROCE55ED &RAVEL BASE GOUR5EO0-C>oo _o (OMPAGIEDTO SMDD) Oa-D0„op°,00,6Q,' 51US&RADE LEVEL BITUMINOUS GONGRETE PARKING PAVEMENT DETAIL (EXCEPT OVER LEACHING FIELD) NO 5GALE *PROCESSED GRAVEL SHALL MEET WITH MA55 DPW 5PEG. MI.03.1 ll 40 PVC IN5PEGTION PORT (TYPICAL.) mm) 5CAl 40 PVC 30' MANHOLE L2 - LENGTH FIRST 2 UMTS -I - L' - EACH ADDITIONAL Ulm-{ GHAMBER 5PEGIFIGATION5 NO SCIALP 5TORMWATER REGHARH FIELD 11811 ( NO 5GALE) 5TORMWATER REGHARGE FIELD DETA I L5 ( NO SCALE) NOTE: IN ALL AREAS OF PROPOSED PAVEMENT ALL UNSUITABLE MATERIAL INGLUDIN6 TOP501L SHALL BE REMOVED AND REPLACED WITH GLEAN SAND d GRAVEL (TO SUBS -RADE LEVEL) AND COMPACTED TO 45% OF MAXIMUM DRY DENSITY GLASS I, TYPE 1-1 BIT. GONGRETE BITUMINOUS SURFACE COURSE BITUMINOUS BASE GOUR5E - 5UB&RADE LEVEL GRAVEL PARKING DETAIL (EXCEPT OVER LEAGHIN6 FIELD) NO 5GALE PROGE55ED GRAVEL SHALL MEET WITH MA-% DPW SPEC. MIA3.1 6' SON 40 PVT, (TYP) � I I I 1 I I I 1 i I I I I I II I i I I I I i II I o I I I i I I I I I I i I I I I I o I I I I I I I I -------------�------- ------------- I I I I I I I I I I I I I I I I t NO. DATE REVISION BY 27' PROJECT N0. T 4.0 SCOLE ASS N NOTEEDD DATE 12/30/GS PROJECT MR. GEORGE Z06RAF05 261 ROUTE 2& YARMOUTH, MASSAGHUSETT5 DRAWN Br MAP CHECKED B05 -M STORMWATER REGHARGE FIELD "A II COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 r 5TORMWATER REGHARH FIELD 11811 ( NO 5GALE) 5TORMWATER REGHARGE FIELD DETA I L5 ( NO SCALE) NOTE: IN ALL AREAS OF PROPOSED PAVEMENT ALL UNSUITABLE MATERIAL INGLUDIN6 TOP501L SHALL BE REMOVED AND REPLACED WITH GLEAN SAND d GRAVEL (TO SUBS -RADE LEVEL) AND COMPACTED TO 45% OF MAXIMUM DRY DENSITY GLASS I, TYPE 1-1 BIT. GONGRETE BITUMINOUS SURFACE COURSE BITUMINOUS BASE GOUR5E - 5UB&RADE LEVEL GRAVEL PARKING DETAIL (EXCEPT OVER LEAGHIN6 FIELD) NO 5GALE PROGE55ED GRAVEL SHALL MEET WITH MA-% DPW SPEC. MIA3.1 6' SON 40 PVT, (TYP) ENDIN6 UNIT IOOE CONTACTORS 6" OF 3/4" TO 1-1/2" WASHED STONE GULTEG NO. 41c FILTER FABRIc ON TOP OF 5TO 3/4" TO 1-1/2" WASHED STONE TYPIGAL 5EGTION THROUGH REGHARGE FIELD NO SCALE 24" E.H.G.I. FRAME d COVER TO FINISH GRADE H-20 C.ONGRETE R15ER o vv vvv vv vvvvav vvv 56' PRECAST CONCRETE ov vvvo vvv vvv vv vevv COVER H-20 NOTES I. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MAN)FACTURER5 SPECIFICATIONS AND PROCEDURES. 2. CRWBER5 SHALL BE COVERED WITH CULTEG #410 FILTER FABRIC IN ACCORDANCE WITH MANUFACTURERS INSTALLATION PROCEDURES. 3. DRAIK46E DE516N BASED UPON A 25 YEAR STORM EVENT, 565 UNIT RMR06RAPH METHOD (HAE5TAD POND PACK 6A). ( NO SGALF_) 4. INFILTRATION RATE BASED UPON AN ESTIMATED PERCOLATION REINFORGEP GONGRETE RETAINING WALL DETAIL RATE OF LE55 THAN 2 MIN. PER INCH. A 501L TEST SHALL BE PERFORMED NO 5GALE AND WITNE:55EO BY THE OE515N EN61WN PRIOR TO 0ON5TRUGTION. CONGRMIE 5. DURING CONSTRX'nON THE CONTRACTOR SHALL BE RESPONSIBLE FOR i. Concrete work shall conform to all re {utements a ACI 332R latest ed tb ), unless otherwise noted. ER05ION CONTROL AND SHALL PROTECT THE LEAGHIN6 BASINS FROM FOULING UNTIL COMPLETION OF PAVING AND ESTABLISHMENT 2. Concrete materials shall bei Tyr I or 2 Portland cement, sand and gravel a9Tegates. OF VEGETATIVE GROUND GONER All concrete shall be ah aitramed. Concrete compress" strength, RW h 2e days, shall be In avxrdare with AGI 31b (latest edRbr) as Follows, All concrete work - 2,500 psl 3. All mixing, trmsporthg, placing ad curing of concrete shall be done In accordalw with the recommendations of the Amerkm Concrete Instlhrte. 4. All grout shall be non -shrink with a m1n im compressive strength of 5,000 psi 5. Rehforc steel shall be deformed bas conforming to ASTM Ab15, a 60. ��•���ss`wy, / h9 h9 9"pd v THOMAS �, �' b. Welded We Fdxlc (1,W) shall conform to A5TM AIDS with a ml~ tensile strength OF ♦ Y rW \ ••/ 70,000 Psi. 7. Provide mink i to pasture relntmcemed as roquhed by A61 316, h all slabs and ¢ walls dare no reinforcement Is Indicated an drawings. D. RefnforeN steel shall be placed to provlde the following mhlmm con rets coven 0 Foahgs - 3' _ L2. Walls - 2- 4. Carcrete mchors t da stainless steel Hilt[ Kwik Bolt Eepaslon Aarhors as manuFad:xed by HIM Fastening 59stems and Installed as per the mauFactrers 1'etuktlons. © CEC 1,998 THIS DOCUMENT IS FOR THE EXCLUSIVE USE BY GEORGE ZOGR4FOS. • WIN TAWAV rw� I� l) 4�.� :��� �►. • � sir :,9� SLOPE CONCRETE CAP NEW 6' ID. 57M PIPE FILLED PII/ CONCRETE 4'-0' FINISH GRADE A �. I•.•1e. a CONCRETE FOOTING e 1 e e• dam. a a' a a 6' GONGRETE FILLED BOLLARD DETA I L (NO SCALE) LI/�/1rlG\I GTA Vt SILT FENCE DETAIL NO 5GALE pig � I I i I I I I I o I I I I I I I I -------------�------- ------------- I I I I I I I I I I I I I I I I t NO. DATE REVISION BY SHEET TITLE DETAIL PLAN PROJECT N0. T 4.0 SCOLE ASS N NOTEEDD DATE 12/30/GS PROJECT MR. GEORGE Z06RAF05 261 ROUTE 2& YARMOUTH, MASSAGHUSETT5 DRAWN Br MAP CHECKED B05 -M STORMWATER REGHARGE FIELD "A II ENDIN6 UNIT IOOE CONTACTORS 6" OF 3/4" TO 1-1/2" WASHED STONE GULTEG NO. 41c FILTER FABRIc ON TOP OF 5TO 3/4" TO 1-1/2" WASHED STONE TYPIGAL 5EGTION THROUGH REGHARGE FIELD NO SCALE 24" E.H.G.I. FRAME d COVER TO FINISH GRADE H-20 C.ONGRETE R15ER o vv vvv vv vvvvav vvv 56' PRECAST CONCRETE ov vvvo vvv vvv vv vevv COVER H-20 NOTES I. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MAN)FACTURER5 SPECIFICATIONS AND PROCEDURES. 2. CRWBER5 SHALL BE COVERED WITH CULTEG #410 FILTER FABRIC IN ACCORDANCE WITH MANUFACTURERS INSTALLATION PROCEDURES. 3. DRAIK46E DE516N BASED UPON A 25 YEAR STORM EVENT, 565 UNIT RMR06RAPH METHOD (HAE5TAD POND PACK 6A). ( NO SGALF_) 4. INFILTRATION RATE BASED UPON AN ESTIMATED PERCOLATION REINFORGEP GONGRETE RETAINING WALL DETAIL RATE OF LE55 THAN 2 MIN. PER INCH. A 501L TEST SHALL BE PERFORMED NO 5GALE AND WITNE:55EO BY THE OE515N EN61WN PRIOR TO 0ON5TRUGTION. CONGRMIE 5. DURING CONSTRX'nON THE CONTRACTOR SHALL BE RESPONSIBLE FOR i. Concrete work shall conform to all re {utements a ACI 332R latest ed tb ), unless otherwise noted. ER05ION CONTROL AND SHALL PROTECT THE LEAGHIN6 BASINS FROM FOULING UNTIL COMPLETION OF PAVING AND ESTABLISHMENT 2. Concrete materials shall bei Tyr I or 2 Portland cement, sand and gravel a9Tegates. OF VEGETATIVE GROUND GONER All concrete shall be ah aitramed. Concrete compress" strength, RW h 2e days, shall be In avxrdare with AGI 31b (latest edRbr) as Follows, All concrete work - 2,500 psl 3. All mixing, trmsporthg, placing ad curing of concrete shall be done In accordalw with the recommendations of the Amerkm Concrete Instlhrte. 4. All grout shall be non -shrink with a m1n im compressive strength of 5,000 psi 5. Rehforc steel shall be deformed bas conforming to ASTM Ab15, a 60. ��•���ss`wy, / h9 h9 9"pd v THOMAS �, �' b. Welded We Fdxlc (1,W) shall conform to A5TM AIDS with a ml~ tensile strength OF ♦ Y rW \ ••/ 70,000 Psi. 7. Provide mink i to pasture relntmcemed as roquhed by A61 316, h all slabs and ¢ walls dare no reinforcement Is Indicated an drawings. D. RefnforeN steel shall be placed to provlde the following mhlmm con rets coven 0 Foahgs - 3' _ L2. Walls - 2- 4. Carcrete mchors t da stainless steel Hilt[ Kwik Bolt Eepaslon Aarhors as manuFad:xed by HIM Fastening 59stems and Installed as per the mauFactrers 1'etuktlons. © CEC 1,998 THIS DOCUMENT IS FOR THE EXCLUSIVE USE BY GEORGE ZOGR4FOS. • WIN TAWAV rw� I� l) 4�.� :��� �►. • � sir :,9� SLOPE CONCRETE CAP NEW 6' ID. 57M PIPE FILLED PII/ CONCRETE 4'-0' FINISH GRADE A �. I•.•1e. a CONCRETE FOOTING e 1 e e• dam. a a' a a 6' GONGRETE FILLED BOLLARD DETA I L (NO SCALE) LI/�/1rlG\I GTA Vt SILT FENCE DETAIL NO 5GALE pig J NO. DATE REVISION BY SHEET TITLE DETAIL PLAN PROJECT N0. T 4.0 SCOLE ASS N NOTEEDD DATE 12/30/GS PROJECT MR. GEORGE Z06RAF05 261 ROUTE 2& YARMOUTH, MASSAGHUSETT5 DRAWN Br MAP CHECKED B05 -M DRAWING 6O. 14514,DWG COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 SID -2 2 Ol SHEM J