Loading...
HomeMy WebLinkAboutApproved Plans PS2 10.29.202571 72 73 PC +97.14 CD-4 PUMPING STATION NO. 2 EXISTING CONDITIONS PLAN N MAIN STREET - ( R O U T E 2 8 ) 30 ' S E T B A C K 25' SETBACK TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES PHASE 1 - CONTRACT NO. 6 PROJECT NO. CWSRF 8349/6 © 2 0 2 5 3 Davol Square, Building A, Suite A-425 Providence, RI 02903 Tel: (401) 751-5360 90% SUBMITTAL - NOT FOR CONSTRUCTION CD-5 PUMPING STATION NO. 2 SITE PREPARATION PLAN N MAIN STREET - ( R O U T E 2 8 ) TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES PHASE 1 - CONTRACT NO. 6 PROJECT NO. CWSRF 8349/6 © 2 0 2 5 3 Davol Square, Building A, Suite A-425 Providence, RI 02903 Tel: (401) 751-5360 90% SUBMITTAL - NOT FOR CONSTRUCTION CD-6 PUMPING STATION NO. 2 SITE IMPROVEMENTS PLAN N MAIN STREET - ( R O U T E 2 8 ) 30 ' S E T B A C K 25' SETBACK TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES PHASE 1 - CONTRACT NO. 6 PROJECT NO. CWSRF 8349/6 © 2 0 2 5 3 Davol Square, Building A, Suite A-425 Providence, RI 02903 Tel: (401) 751-5360 90% SUBMITTAL - NOT FOR CONSTRUCTION CD-11 MISCELLANEOUS DETAILS V TOWN OF YARMOUTH, MASSACHUSETTS WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES PHASE 1 - CONTRACT NO. 6 PROJECT NO. CWSRF 8349/6 © 2 0 2 5 3 Davol Square, Building A, Suite A-425 Providence, RI 02903 Tel: (401) 751-5360 90% SUBMITTAL - NOT FOR CONSTRUCTION DETAIL A SECTION A-A' PLAN 3" LAYER LEVELING COURSE: MASSDOT M2.01.6 WASHED CRUSHED STONE MIN 12" LAYER RESERVOIR COURSE: MASSDOT M2.01.1 WASHED CRUSHED STONE 24" MIN FINISHED GRADE NON-WOVEN GEOTEXTILE ON TOP OF SYSTEM BACKFILL WALL THICKNESS AS DETERMINED BY MANUFACTURER (TYP) OPEN-SIDED INTERIOR WALLS TO ALLOW FOR STORMWATER FLOW CEILING THICKNESS AS DETERMINED BY MANUFACTURER (TYP) PRECAST CONCRETE CHAMBER UNITS (TYP) MIN. 1 FT VEGETATED COVER NUMBER OF PRECAST CONCRETE CHAMBER UNITS AS DETERMINED BY MANUFACTURER 3' - 6 " MI N 1 ' CO V E R LENGTH VARIES WIDTH VARIES 3 . 5 ' NUMBER OF PRECAST CONCRETE CHAMBER UNITS AS DETERMINED BY MANUFACTURER 3" LEVELING COURSE 12" LAYER RESERVOIR COURSE ISOMETRIC VIEW 12" 3" 32' 16 ' A' A ACCESS MANHOLE CONCRETE SPLASH PAD AT INLET AS DETERMINED BY MANUFACTURER. PRETREATMENT ROW OR CHAMBER AT INLET FOR SEDIMENT AND DEBRIS SOLID CONCRETE END AND SIDE WALLS 36" MIN DIA. ACCESS MANHOLE (TYP.) DETAIL B FRAME AND COVER (DIAMETER VARIES) N.T.S. DETAIL D DETAIL C DETAIL E INLET OUTLET XR E F s : [ C D M S _ 2 4 3 6 ] I m a g e s : [ ] La s t s a v e d b y : C A R L S O N M R T i m e : 1 0 / 2 9 / 2 0 2 5 9 : 1 5 : 1 3 A M pw : \ \ c d m s m i t h - a z 0 2 - p w . b e n t l e y . c o m : p w _ p l 1 \ 1 1 2 5 \ 2 7 3 1 3 2 \ 0 4 D e s i g n S e r v i c e s N M _ 3 0 % \ 0 2 C i v i l \ 1 0 B I M _ C A D D \ 0 2 D e t a i l s \ C o n t r a c t - 6 \ C D 1 1 S T D T . d w g