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HomeMy WebLinkAboutDetail Sheet - - 430 OSGOOD STREET 1 2 3 4 5 6 CLEAN WATER CLASS Al RIPRAP SPLASH DISCHARGE BLOCK 1'DEPTH GALE FULL LENGTH OF STANDPIPE TO BE FILTER CLOTH WRAPPED IN 4"-Z"MESH HARDWARE CLOTH AND THEN WRAPPED IN 15" GEOTEXTILE FILTER FABRIC PUMP DISCHARGE P_ — STRAW BALES OR Gale Associates,Inc. Engineers and Planners .-���� _ SILT SOCK.2 STAKES 300 LEDGEWOOD PLACE SUITE E / 12-36"PERFORATED / PER BALE OR 6'O.C. Roc<LAND,MA oz37o I 300 PVC PIPE FOR SOCKS P 781.335.6465 F 781.335.6467 www.gainc.com Boston Baltimore Orlando Hartford Bedford BAG PLACED HIGH STRENGTH '/j %/ M ON X"STONE DOUBLE STITCHED TYPE SEAMS SEWN IN SPOUT `����\ ✓� This drawing and the deign d construction features disclosed //\//\ \/\ 10'-0"MIN.SQUARE — a,prop t y t,Gale A ina.and h u neth alteredcr reused in wh orpart kith utth xpre,writton perrti,,ion of Gale A,srci tes,Inc.CapYdght©2025 HIGH STRENGTH LEXCAVATE STRAPPING FOR \\ / AREA 0 HOLDING HOSE IN /j/j /j X"CRUSHED 10, DEWATERING PLACE 'i,%/ j\ STONE BAG BACKFILL PIT WATER FLOW FROM j y WITH 2"WASHED PUMP !\!\ j STONE FILTER MATERIAL - - - CONSTRUCTION SET PUMP DISCHARGE y// WATER- //// NOTE:FILTER CLOTH CLASS Al RIPRAP 15' COVERS ENTIRE INSIDE HOSE //\// OR PLATE TIGHT CAP FACE OF STRAW DIKES. PLAN VIEW j\ \ OPENING \j\\j i\\j' ACCOMMODATES /\12 \ EXISTING p TOP VIEW UP TO 4" GROUND DISCHARGE HOSE %_ ✓ 24-72" 2"WASHED a. (TWICE DIAMETER OF STANDPIPE) STONE BASE EXCAVATED AREA \ /j/j/j/j/j/j/j/j/j NOTES: 24 FLAT BOTTOM ~O 6"OF X"DOUBLE 1. PIT DIAMETER TO BE A MINIMUM OF 2 TIMES THE DIAMETER OF THE STANDPIPE. '. ?7 3/4"CRUSHED w O LOO WASHED CRUSHED FLOW ti 2. A BASE OF FILTER MATERIAL CONSISTING OF CLEAN,2"STONE SHOULD BE PLACED STONE U~� STONE SIDE VIEW IN THE PIT TO A DEPTH OF 12".AFTER INSTALLATION OF STANDPIPE,PIT SHOULD �S LJJ(n WO W 00 > — BE BACKFILLED WITH SAME FILTER MATERIAL. O=ofQ Q o 3. STANDPIPE TO EXTEND 12-18"ABOVE TOP OF PIT AND FILTER MATERIAL TO EXCAVATED Ur�� Z W Q EXTEND A MINIMUM OF 3"ABOVE EXPECTED STANDING WATER ELEVATION AREA _�� Q� DRY RIPRAP �, CLASS Al ✓% !✓'✓ OC CROSS-SECTION B-B w �_�OW w c j w o WO> 3 �zp a 00 Q Q o O DEWATERING BAG DEWATERING SUMP PIT TEMPORARY DEWATERING BASIN w>O00 I 2 ILL 1 N.T.S. N.T.S. 3 N.T.S. ILL-L!Q U)Z Q _ Q z0 z � C w2�� � z J� O =0 z Qz FIELD BULLPEN FIELD BULLPEN MAINTAIN UNIFORM TOP RAIL HEIGHT ACROSS CHAIN LINK FENCE/SWING GATE BULLPEN CHAIN LINK FENCE/SWING GATE 8,125,9015 ADD"Bull li D=TA'=.L RDT 2/2"MINIMUM CONC.ON 2%"MINIMUM CONC.ON —CLAY BULLPEN MOUND,REFER ELEV=106.29 5" 5" EACH SIDE OF POST EACH SIDE OF POST TO DETAIL 1 C508,FOR PI PITCHING MOUND GRADING IN IT DIRECTION OF THROW ELEV=105.8111 CLAY BULLPEN MOUND,TO BE 6 MIN ��DURAPITCH MOUND CLAY AS 2 5 5 2 CONCRETE ANCHOR INFILLED SYNTHETIC TURF 2 MANUFACTURED BY READ INFILLED SYNTHETIC TURF INFILLED SYNTHETIC TURF is CURB REVEAL g USTOM SOILS,OR APPROVED o. DATE DESCRIPTION BY C FINE GRADE FINE GRADE FINE GRADE - ` EQUAL. AGGREGATE(1"MAX.) AGGREGATE(1"MAX.) ROJECT NO. 719560 B END CURB REVEAL � �-` s �- �, � AGGREGATE( MAX.) -- -- r ADD FILE 0 719560_C501 E 1" X. GEOTEXTILE FABRIC(MIRAFI _ 140N OR APPROVED EQUAL) - 3_ = EsIGNEDev RDT 1/ _ lov LOAM AND SEED - - _ RAWN BY RDT BASE STONE _ 15" BASE STONE 15 BASE STONE = � _ IN. _ MIN _ 5 NECKED BY KFR ATE 6/6/2025 DRAWING SCALE N.T.S. ��• - COMPACTED 4000 P.S.I.CAST-IN-PLACE COMPACTED - _ 4000 P.S.I.CAST-IN-PLACE f GRAVEL BORROW ' - CONCRETE CURB GRAVEL BORROW - CONCRETE CURB GRAPHIC SCALE TURF PLAYING SURFACE v BEGIN CURB REVEAL 8 12 12' c #4 REINF.BAR 81, 14 K #4 REINF.BAR (TYP.) � MIN M IN (TYP.) -- ~" - =<-.,� - SHEET TITLE COMPACTED COMPACTED SUBGRADE SUBGRADE DETAIL SHEET —�� ISOMETRIC VIEW 4 OF 5 NOTE: NOTE: A SAWCUT CONTROL JOINT(e"WIDTH X 4"DEPTH) SAWCUT CONTROL JOINT(e"WIDTH X 4"DEPTH) ON EACH SIDE OF POST. ON EACH SIDE OF POST. DRAWING NO. CONCRETE ANCHOR CURB WITH CHAIN LINK CONCRETE ANCHOR CURB WITH CHAIN LINK OCURB AND FENCING LAYOUT(D_BASEBALL BULLPEN O FENCE(aD_BASEBALL BULLPEN MOUND O FENCE(c-BULLPEN AND BATTING TUNNEL TURF C514 N.T.S. N.T.S. N.T.S. 29 OF 30