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HomeMy WebLinkAboutDecision 4396 - H - Detailss REINFORCED DESIGN TO BE BY PRECASTER 4'. 2.5' DIA. PVC SCHEDULE 40 (2) 3/4" BOLT PROJECTION r-1'-0' SWEEP PROJECTION FLUSH TO 1 MAX GRADE 4000 PSI CONCRETE *PROJECT MANAGER TO CONFIRM DIMENSIONS WITH STRUCTURAL ENGINEER FOR SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE PRIOR TO PLACING DETAIL ON PLANS. 1"-45' \ CHAMFER 3/4" DIA. x 19" LONG BOLTS LOCATED - ON A 11' B.C. - BOLTS & PATTERN SUPPLIED BY CUSTOMER (TEMPLATE TO BE SUPPLIED BY POLE MANUFACTURER) PRECAST LIGHT POLE BASE - FLUSH SURFACE SCALE: NONE #4 0 12" O.C. E.W. TOP & BOTTOM (TYP.) �r FINISHED TO BE BRUSHED e X Y Z STONE is .a q N . ,\ ,.. qcF F0 e D 4 DIA. (D50) .'`A' COMP ACTED~ GRAVEL BORROW BASE (M1.03.0 :,'•12" • :.y •. . -------------------- MPACDy 5UBGRAUL>\-\\\\\y NOTE: PROVIDE EXPANSION JOINTS AT 20' ON CENTER (MAX.) AND AGAINST ABUTTING STRUCTURE(S) 91 1 & BOLLARD OR 16' BOLLARD A BUILDING FACE RAIN LEADER • .:9__ DOWNSPOUT SHOE 2" MIN. COVER SURFACE OVERFLOW FINISH GRADE 'v 2' MIN. COVER (4000 PSI CONCRETE) PIPE TO SUBSURFACE INFILTRATION SYSTEM PER PLAN `o •'�: A� BOLL,4 (TYP.): 6" LAYER OF n Q.;..' : .,'•. :. ',' 1-1/2"-2" CRUSHED STONE •'•c �... ..+e' ... Mk •• A' .A ♦•.A� .•..re C3 CE (TYP.) O I ai •+ •` tV : • e 4 o :A `, - '' `.....: 2'-0' (TYP.) I d o EXPANSION JOINT GATE CONIC APRON A PLAN NOTE: SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SEE LAYOUT AND MATERIALS PLAN DUMPSTER PAD SCALE: NONE CAST IRON DOWNSPOUT SHOE W f OVERFLOW SCALE NONE SECTION A—A ""STING PAVEMENT (FOR USE WITH EXISTING CATCH BASINS) TER BASKETS SHALL BE LT SACK", BY ACF ENVIROMENTAL )0-644-9223); 4NDY SACK% BY DANDY PRODUCTS )0-591-2284); RAIN PAC" (800-272-2832) OR PROVED EQUIVALENT NOTE: FILTER BASKETS TO BE PLACED IN ALL CATCH BASINS IN THE VICINITY OF NEW CONSTRUCTION. CATCH BASINS ARE TO BE PROTECTED AS SHOWN, WITH MINIMUM WEEKLY MAINTENANCE, OR AS REQUIRED AND REPLACED IF NECESSARY. NOT TO DNO T X Y Z STONE is .a q N . ,\ ,.. qcF F0 STEP'�CO�4�� AL DIA. (D50) FES -1 1 4' 5.67 12" 1 3' A L PIPE I.D. SCALE: NONE APPROXIMATE LIMITS OF ENERGY DISSIPATION BOWL FLDW -� COMPACTED FILTER FABRIC MIRAFI 140N, OR APPROVED EQUIVALENT - PLAN VIEW 1/2 X 1 1/2 x FLARED SECTION 'E 1:1 MAX. 1 tz SECTION A—A A J APRON EDGE TO BE SET LEVEL WITH FLARED END INVERT ELEVATION (TYP.) = ENERGY DISSIPATION BOWL L RIPRAP STONE PROTECTION (SEE TABLE) Z T 12" CRUSHED STONE BEDDING 50' LONG x 20' WIDE STONE PAD 2" COARSE AGGREGATE GEOTEXTILE FABRIC TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE o���SNOfRIgsS9�9 BRIAN G. 0 YERGATIAN CIVIL is .a q N . ,\ ,.. qcF F0 STEP'�CO�4�� AL BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER STATION CROSSING II 447 STATION AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS APRIL 5, 2012 NO. DATE DESC. PREPARED FOR: BRUCE MURPHY P.O. BOX 386 SOUTH YARMOUTH, MA 02664 k. C CROUP IS 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. SCALE: AS NOTED FILE: P:\prj\4808406\Civil\-Dmwings\4808406-SEP.dwg DWG. NO: 5133-08 SHEET 8 OF 8 JOB. N0: 4-8084.06