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HomeMy WebLinkAboutInternational Fund for Animal Welfare Headquarters - Details002CONCRETE LANDING I I 6„ 4" 6" ° •; v .a ° a . • 4 4 �0 0 0 • U. ° a °BQ 2" CLEAR - • : ' (MIN.) 1/8 WASH 12" 12" ° 0 0 • Sl a o CAST -IN-PLACE CONCRETE RETAINING WALL BEYOND • 6" GALV. SLEEVE, —GROUT JOINT /FINISH CASTIN PLACE CONCRETE WALK GRADE IN FRONT r- ° EXPANSION z JOINT m # 4 REBAR, 12" O.C. EACH WAY 0 I 6" (MIN.) COMPACTED GRAVEL BORROW #4 REBAR, 6" O.C. EACH WAY UNDISTURBED SUBGRADE STAIRWAY DETAIL, NOT TO SCALE 4" REINFORCED CONCRETE W/6"x6"-2.9wx 2.9w WIRE MESH MEDIUM BROOM FINISH MAX. 1/4" /FT.I FINISHED GRADE CROSS PITCH 0 6" GRAVEL BASE COMPACTED SUBGRADE NOTES: 1. ALL SIDEWALKS SHALL BE 4" THICK. 2. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE SIDEWALK FOR SIDEWALKS LESS THAN 10'-0" WIDE UNLESS OTHERWISE NOTED. 3. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH A 1/8" RADIUS. 4.WHEN SIDEWALKS ABUT ROADWAY, WHERE THERE IS NO CURB, THICKEN WALK TO 6" IN 3'-0". 5. USE 1/2" EXPANSION MATERIAL WHERE CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE. CONCRETE SIDEWALK DETAIL NOT TO SCALE HANDICAP PARKING SIGN (TYP.) n I�J>�3'- HANDICAP SYMBOL (TYP.) 12'-6" 12'-6" 15'-0" (VAN) 15'-0" (VAN) TYPICAL HANDICAP PARKING LAYOUT NOT TO SCALE 1" BIT. CONC. WEARING COURSE (MHD M3.11) 1 1/2" BIT. CONC. BASE COURSE (MHD M3.11) -0 0 4' 0' 0 0 00 -o 0 - - 0 0 0 " 6" DENSE GRADED CRUSHED STONE (MHD M2.01.7) - 0 0. 0 0 0 °. ° - - ° - 0 - - - o - NOTE: SEE PLANS FOR CROSS SLOPE INFORMATION FOR PARKING LOTS AND ROADWAY. PAVEMENT DETAIL N.T.S. P:\PRJ\4589300\Design\5893-DET.dwg Tue Dec 19 10:24:22 2000 HP650 [Bond] 6.03.1998 by The BSC Group FINISH GRADE 6" PRECAST CONCRETE CURB, 1/2- CHAMFER`31000 P.S.I. MIN. STRENGTH, 6-0" STANDARD LENGTH BIT. CONC. PAVING ,y%K io GRAVEL BASE p• R - O p 00 v o -• o "° �: • ° .. O ...Op d r � O O : & G 0 6» p to CLASS C CONCRETE PRECAST TCONCRETECURB DETAIL -- E C _ N.T.S. B (FT–IN.) E BARS BACK OF SIDEWALK 5 \C #4-10" O.C. BRI: a 3-0 xx � SUF C o 3-2 #4-10" O.C. SIDEWALK -� I 3-7 o #5-6" O.C. ° to 4-0 #5-6" O.C. PAINTED N 4-7 06 #5-6" O.C. PARKING INC RECESSI 10'-0" 02061 V-0" DIVING SCALE: 1 " = 30' 8% MAX. (TYP') 87. MAX. 10'-0" (VAN) CALC./DESIGN: JJD I�J>�3'- HANDICAP SYMBOL (TYP.) 12'-6" 12'-6" 15'-0" (VAN) 15'-0" (VAN) TYPICAL HANDICAP PARKING LAYOUT NOT TO SCALE 1" BIT. CONC. WEARING COURSE (MHD M3.11) 1 1/2" BIT. CONC. BASE COURSE (MHD M3.11) -0 0 4' 0' 0 0 00 -o 0 - - 0 0 0 " 6" DENSE GRADED CRUSHED STONE (MHD M2.01.7) - 0 0. 0 0 0 °. ° - - ° - 0 - - - o - NOTE: SEE PLANS FOR CROSS SLOPE INFORMATION FOR PARKING LOTS AND ROADWAY. PAVEMENT DETAIL N.T.S. P:\PRJ\4589300\Design\5893-DET.dwg Tue Dec 19 10:24:22 2000 HP650 [Bond] 6.03.1998 by The BSC Group FINISH GRADE 6" PRECAST CONCRETE CURB, 1/2- CHAMFER`31000 P.S.I. MIN. STRENGTH, 6-0" STANDARD LENGTH BIT. CONC. PAVING ,y%K io GRAVEL BASE p• R - O p 00 v o -• o "° �: • ° .. O ...Op d r � O O : & G 0 6» p to CLASS C CONCRETE PRECAST TCONCRETECURB DETAIL -- E C _ N.T.S. 'TLE BROOM FACE -D CURB CURB DIVING CURB L CURBING 6' MIN. 6' MIN. 6' MIN. (6" REVEAL) RAMP PLAN WHEEL CHAIR RAMP DETAIL NOT TO SCALE NOTE: ALL TIMBER STOCK TO BE PRESSURED TREATED. POST 6'-3" OC. --0 5/8" DIA.x 8" LAG BOLT WITH WOOD PLUG —17"I" FRONT ELEVATION ,,t-6„ tV 0 a 6' 6" x 8" SOUTHERN YELLOW PINE POST ROUGH' SAWED WOOD POST DETAIL I- 2 ° -I to l SIDE ELEVATION WOOD GUARD RAIL DETAIL NOT TO SCALE 6" _ .. 1'-0" 4" TOPSOIL (WHERE APPLICABLE) BIT. CONC. BERM BIT. CONC. WEARING SURFACE BIT. CONC. BASE COURSE GRAVEL BASE M I'm a. zo 0ZZZZZZZZZ 20— ON mffi� ��MmAilx 0000 - _. - 7- b CAPE O, BERM DETAIL. SEE SPECS FOR RESTORATION OF TRENCH SURFACE SHEETING, IF REQ'D, TO BE CUT OFF 5' MIN. BELOW GROUND & 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN BELOW MID—DIA. OF PIPE SHALL BE LEFT IN PLACE UNPAVED I PAVED COMMON FILL COMPACTEDI AS SPEC. REPAVE AS SPECIFIED M 2.01.4 CRUSHED STONE N TO 12" OVER PIPE WHEN FLEXIBLE PIPE IS USED CRUSHED STONE MID DIAMETER WHEN WATER,SEWER,DRAIN zo RIGID PIPE IS USED OR FORCE MAIN PIPE Q, —Q c0 J NORMAL GRADE "'—� EARTH W ROCK M 2.01.4 CRUSHED STONE 3' MIN. 4' W/ SHEETING FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: RCP, DI, VC TYPICAL TRENCH SECTION NOT TO SCALE 8" #6 BARS CONTINUOUS ELEV. VARIES 2 111"1 -IT � Ij�ll IIS I �Il�lk E BARS #4 BARS – 12" O.C. 0 0 2" COVER �n = 0 oLo w it Q EXIST. GRADE EL VARIES Z 12" 12" #4 BARS – 12" O.C. 3" COVER F–BARS 4" 3" 2" 4.4o s �f 'COMPACTED EXIST. GRADE -SCREENED GRAVEL H (FT) B (FT–IN.) E BARS BACK OF SIDEWALK 5 3-0 #4-10" O.C. BRI: a 3-0 xx � SUF C o 3-2 #4-10" O.C. SIDEWALK -� I 3-7 o #5-6" O.C. ° to 4-0 #5-6" O.C. #5-6" O.C. N 4-7 06 #5-6" O.C. INC RECESSI Norwell, Massachusetts 02061 781 659 7981 DIVING SCALE: 1 " = 30' 8% MAX. 0 15 30 60 FEET 87. MAX. 'TLE BROOM FACE -D CURB CURB DIVING CURB L CURBING 6' MIN. 6' MIN. 6' MIN. (6" REVEAL) RAMP PLAN WHEEL CHAIR RAMP DETAIL NOT TO SCALE NOTE: ALL TIMBER STOCK TO BE PRESSURED TREATED. POST 6'-3" OC. --0 5/8" DIA.x 8" LAG BOLT WITH WOOD PLUG —17"I" FRONT ELEVATION ,,t-6„ tV 0 a 6' 6" x 8" SOUTHERN YELLOW PINE POST ROUGH' SAWED WOOD POST DETAIL I- 2 ° -I to l SIDE ELEVATION WOOD GUARD RAIL DETAIL NOT TO SCALE 6" _ .. 1'-0" 4" TOPSOIL (WHERE APPLICABLE) BIT. CONC. BERM BIT. CONC. WEARING SURFACE BIT. CONC. BASE COURSE GRAVEL BASE M I'm a. zo 0ZZZZZZZZZ 20— ON mffi� ��MmAilx 0000 - _. - 7- b CAPE O, BERM DETAIL. SEE SPECS FOR RESTORATION OF TRENCH SURFACE SHEETING, IF REQ'D, TO BE CUT OFF 5' MIN. BELOW GROUND & 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN BELOW MID—DIA. OF PIPE SHALL BE LEFT IN PLACE UNPAVED I PAVED COMMON FILL COMPACTEDI AS SPEC. REPAVE AS SPECIFIED M 2.01.4 CRUSHED STONE N TO 12" OVER PIPE WHEN FLEXIBLE PIPE IS USED CRUSHED STONE MID DIAMETER WHEN WATER,SEWER,DRAIN zo RIGID PIPE IS USED OR FORCE MAIN PIPE Q, —Q c0 J NORMAL GRADE "'—� EARTH W ROCK M 2.01.4 CRUSHED STONE 3' MIN. 4' W/ SHEETING FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: RCP, DI, VC TYPICAL TRENCH SECTION NOT TO SCALE 8" #6 BARS CONTINUOUS ELEV. VARIES 2 111"1 -IT � Ij�ll IIS I �Il�lk E BARS #4 BARS – 12" O.C. 0 0 2" COVER �n = 0 oLo w it Q EXIST. GRADE EL VARIES Z 12" 12" #4 BARS – 12" O.C. 3" COVER F–BARS 4" 3" 2" 4.4o s �f 'COMPACTED EXIST. GRADE -SCREENED GRAVEL H (FT) B (FT–IN.) E BARS F BARS 5 3-0 #4-10" O.C. #4-8" O.C. 6 3-0 #4-10" O.C. #4-8" O.C. 7 3-2 #4-10" O.C. #5-6" O.C. 8 3-7 #5-6" O.C. #5-6" O.C. 9 4-0 #5-6" O.C. #5-6" O.C. 10 4-7 #5-6" O.C. #5-6" O.C. NOTES: 1. INSTALL CONSTRUCTION JOINTS 30' O.C. 2. EXPANSION JOINTS IN WALLS SHOULD NOT BE OVER 75'-0" O.C. 3.3,000–LB. LOW WATER– CEMENT RATIO CONCRETE NOTE: WEEP HOLES ARE NOT TO BE PROVIDED BREAKOUT WALL TO BE WATERPROOFED WITH 40 MIL. RUBBER MEMBRANE MECHANICALLY ATTACHED TO WALL. BREAKOUT WALL (WALLS ADJACENT TO SEWAGE DISPOSAL FIELD) NOT TO SCALE REVISIONS: NO. DATE DESC. c OF dgSS' h�c� G ?moo?�EP�,tN o RENWICK CHAPMAN CIVIL ENG. No. 27654 e9o� #1 ISTEREo fSSIONat EN�� PROFESSIONAL ENGINEER DATE SITE PLAN INTERNATIONAL FUND FOR ANIMAL WELFARE HEADQUARTERS SUMMER STREET IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS DECEMBER 18, 2000 PREPARED FOR: FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 INC 384 Washington Street Norwell, Massachusetts 02061 781 659 7981 © 2000 The BSC Group, Inc. SCALE: 1 " = 30' 0 7.5 15 30 METERS 0 15 30 60 FEET PROD. MGR.: N. HAYES FIELD: BSC GROUP CALC./DESIGN: JJD DRAWN: N. GIRARD\JJD CHECK: N. HAYES\RBC CAD FILE: 5893—SP.DWG DWG. NO: 4394-01 SHEET 7 OF 7 JOB. NO: 4-5893.00