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HomeMy WebLinkAbout2000 Dec 20 - Site Plan Review - International Fund for Animal Welfare Headquarters�1V �JLJ�1V A T��NALL � �JJ ND SITE ZONING: BUSINESS ZONE 3 (83) PROPOSED USE: PROFESSIONAL OFFICE (08) ZONING REQUIRED PROVIDED MINIMUM LOT SIZE 40,000 SF 315,282± S.F. FRONTAGE 100' MIN. 1,075' FRONT YARD SETBACK 30' MIN. 59.5' SIDE YARD 10' MIN. NOT APPLICABLE REAR YARD SETBACK 30' MIN. 46.5' BUILDING COVERAGE 35% 14,334/315,282 = 4.57. LOT COVERAGE 70% 81,820/315,282 = 26.0% FRONT YARD BUFFER 20' MIN. 20.8' SIDE YARD BUFFER 10' MIN. NOT APPLICABLE REAR YARD BUFFER 20' MIN. 20.5' PARKING SCHEDULE U DMH PROVIDED SYMBOL 10' x 20' SPACES 131 6 HP SPACES 5 W TOTAL 136 TREE LINE COVERAGE INFORMATION U DMH PROPOSED BUILDING FOOTPRINT PAVEMENT/SIDEWALK/TERRACE 14,334 SF 67,486 SF RAGE TOTAL I MPERVIOS COVERAGE VE 81,820 SF OPEN SPACE 197,125± SF PREPARED FOR: WILLIAM A. BERRY AND SON, INC. 100 CONIFER FE R HIL L DRIVE DANVERS MASSACHUSETTS 01923 DESIGN: ARCHITECT/INTERIOR T TH®MPSCJN AND ROSE ARCHITECTS 1430 MASSACHUSETTS SA CRUS ETTS AVENUE CAMBRIDGE, MA 02138 STRUCTURAL/MECHANICAL/ELECTRICAL/PLUMBING: OVE ARU P 955 MASSACHUSETTS AVENUE, SUITE 402 CAMBRIDGE, MA 02139 LANDSCAPE ARCHITECT: STEPHEN STIMSON ASSOCIATES 15 DEPOT AVENUE FALMOUTH, MA 02540 P:\PRJ\4589300\Design\5893—SP.dwg Tue Dec 19 10:28:11 2000 HP650 [Bond] 8.03.1998 by The BSC Group SU -M -MER- STREE 11�•�1Litt 1:�'. • t 3 P f c°E,.".: {r•w,� Lt. r`'c.. .. ,pr /i.W�i4. _ t.. -F $t rf ., ., ;.:-. `: :�i..-. ..: :. :3 .: ate; - ,e,. �aaf: � -....- r, .:: - s .-; g`�c.S ifs 4 # 3 �� ,e�. -Tit:.=s � ,_ � ,-� .-�:r /.,, ._•_ %�=,-_ `_ tr��, _„�� �s� �, � Vis,_.°:�, ,:.r�� 1 :: .y�am.;a'+ms-,-a's..--.. - �}L' .. o�.N:J'r,.�.�_: ” ._. _.,,3. .......:...- . ..._:_. ;_ s' ,�,_,�, "�,_,.aa--r_z-�- LL,-_-�. ^V3,--.....,w„H . frs.. v°.:. : -:.a-...-:.��: •¢��4__ .;.._... �.� _ -: - ¢a:_ ---: ,_:___ _a_E .-.",. , �`r'`-._t. _ ,:a. -".:s:^:._ -_..---.�:_:.� �_..� . ;_ k �'�Y .051 : +, jf A � p JF �> r '°'..,�•<,�,. � �. a> „ „.-. moi- :...' .r_-` : -_< �- s.- :' ;� a r•- �� >-, 3.-sa.,`:' ^� 7- a ..: �. -- ..,.�5. r:=rW' ... _£. -.. .. h..,,. _ -.r_. 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'-_1'-' ='- ca-_ r<. _':tmS. :.: ti.Q :+•s = --" F..., t, -;, 3T 3'.; Y�..: /.. - °5 ,"r -rZ „ _ � . . :... ....... T.,, �� - ra =- : -a_. .a =-.,r, � 4 W / $ ..k vh' .Z<..y :.,. ;+s:.:_ ___--ems - - --S- , b. .:, _� _ -� �E -,.. .a ':.. ,.. :.,::..; ., 'x. F � ai-::;P 'SS's.,:' 3 -� 1._ /.. /. . N t , , r r :, : •, . r' W e -.%r r 1 =77, y( v, .... r: , s .! �.s 3 / ,,. , :, ,..,.,. .. n .5,, .., ,. .. _. ... ... .,-z--g- .. 1. ,. r.. ..,...a,/:. �'- 7• EXISTING MIN DESC. DRAIN MANHOLE U DMH CATCH BASIN ® CB CONTOUR --} 48 -}-- SPOT GRADE 152x2 WATER LINE W DRAIN LINE D TREE LINE iY�rY� GAS LINE G OVERHEAD WIRES OHW UTILITY POLE UNDERGROUND 0 ELEC TELE CABLE E T C CONCRETE BOUND CHAIN LINK FENCE FIRE HYDRANT LIST OF DRAWINGS- COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT PLAN 3 GRADING PLAN 4 UTILITY PLAN 5 TYPICAL DETAILS 6-7 PREPARED BY: LOCUS MAP f - a y ....r:.'. 5_.Ar I w a SCALE: 1 " = 1,000' REMMCK B. CKMMM CML Egli. No. 27654 384 Washington Street Norwell, Massachusetts 02061 JOB NO: 4-5893.00 DWG. NO: 4394-01 781 659 7981 SHEET 1 OF 7 AS REQUIRED, BUT NOT LESS THAN 5'-0" FINISH GRADE ADJUSTABLE VALVE BOX GATE VALVE 'I LI TY :REENED !AVEL UTILITY CROSSING DETAIL NOT TO SCALE 12' M CL CHAwn SECTION A—A rtom:Sm MVEL OR 41m STM IM AS TOE OF SLOPE HEADWALL 20' SILT TRAP SWALE 15' _ BOTTOM TRAP F-0- A 12" BELOW INVERT OF INLET PIPE PLAN VIEW 5' 2' WEIR A j 75% OF RIP—RAP STONE SHALL BE 70 — 100 Ibs. (TO MEET M2.02.3 REQUIREMENTS) 6' TO SWALE OR WETLAN C>1 '0j 'CW m _'z:399 nzs � - -) _ t; - CONCRETE SUPPORT UNDISTURBED MATERIAL '/" F ...;, •. _ALTERNATE TOP SLAB, REINFORCED REINFORCED TO MEET CONCRETE PIPE LEBARON # LK110A ' ' ' H-20 LOADING REFER TO PLAN & A 6" OF 1 1 2" STONE 'r TYPICAL GATE VALVE C.I. FRAME & COVER I , PROFILES FOR PIPE SIZES NOT TO SCALE SET FRAME IN FULL BED OF MORTAR "l' --O" MIN. COMPACT GRAVEL ADJUST TO REQUIRED GRADE 16" MIN. 75% OF RIP—RAP STONE W/MIN. OF 2 OR MAX. OF 5 SHALL BE 70 TO 100 LBS. 1" DIA. DROP FRONT BRICK COURSES OR EQUIVALENT (TO MEET M2.02.3 REQUIREMENTS) TYPE M.H. STEPS DIMENSION WITH REINFORCED c� ':8"' ' —0" f 1" .` • DIA. CONCRETE COLLARS. � :; z— w °.°. (RECAST REINFORCED CONCRETE RIP -RAP SPLASH PAD DETAIL ', C) J M.H. CONE SECTION 0 ° • O ° e NOT TO SCALE CONCRETE BACKING AGAINST e I _LjMIN.' 0.12 SQ. IN. STEEL PER DISTURBED MATERIAL o 4'-0"t 1" DIA. • ; VERTICAL FOOT, PLACED ° 5 —0 DIA. FOR DRCP ACCORDING TO AASHTO WATER MAIN CONCRETE DESIGNATION M199 s cn HEIGHT OF RISER SECTIONS 1" CLEAR MORTAR ALL JOINTS VARY FROM 1' TO 4' PROVIDE "V" OPENINGS LeBARON# LF 248-2 CLEAR C.I. FRAME & GRATE 1" CLEAR 5" MIN. OUTSIDE OF PIPE °. 2 —6 MAX +2 CLEARANCE SET FRAME IN FULL BED OF MORTAR '' NUT & WASHER 5" MIN. ' 4 ' DIA. PIPE SOCKET CLAMP TIE RODS e #3 BAR ° •Q eo . �° ° CEMENT CONCRETE CLASS "A" BAR AROUND OPENINGS RICK LEVELING COURSE AS REQUIRED e 2_ " FOR GRADE ADJUSTMENTS °• •• •e ••° •' •• '•°e '• � e'•° 1—#3 0 1 1/2" MIN. FOR PIPES 1§," DIAMETER 18" —24" 2 COURSES MIN. 5 COURSES MAX. SPOOL PIECE z AND OVER, 1' COVER CONICAL a ' " SECTION 8 MIN. MJ GATE VALVE PIPE OPENINGS TO BE PRECAST PROVIDE "V" OPENING NO 0 IN RISER SECTION. GROUT ALL AROUND z �4' 5" MIN.04, ° 4'-0"DIA. OF T__ NEW MAIN 1" CLEAR i0 �. e • a . 4. - e' 4 e •4. PRECAST UNIT � 1°CLEAR OUTSIDE " IPE &2 JOINT DETAILS j _ CLEARANCE TYPICAL VALVE CONNECTION BASE DETAIL ' 12" R.C.P. HEIGHT OF RISER t = MORTAR ALL JOINTS RESTRAINED JOINT TEE PRECAST CONCRETE DRAIN MANHOLE SECTIONS VARY o MIN. 0.12 SQ. IN. STEEL PER FROM 1-4 FEET — I VERTICAL FOOT, PLACED NOT TO SCALE 5"MIN ACCORDING TO AASHTO NOT TO SCALE DESIGNATION M199 LeBARON L202 TRAP SECTION PRECAST CONCRETE CATCH BASIN WITH GAS TRAP AND CLEANOUT NOT TO SCALE UNDISTURBED -' EARTH PLAN — TEE AND PLUG n L OR PLAN — HORIZ. AND VERT. BEND 0 rl" ZBED EARTH TYPICAL SECTION TEES, BENDS AND PLUGS SIZE OF BRANCH I J K L M N 0 4" THRU 8' 1 10" 10-11--0-12'-0-11'-6- 3'-4" S-6" 1'-4" 2'-0" 10" TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3—WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. THRUST BLOCK DETAILS N.T.S. P:\PRJ\4589300\Design\5B93-DET.dwg Tue Dec 19 10:23:47 2000 HP650 [Bond] 8.03.1998 by The BSC Group -"— 24" RCP OUTLET J 90 & 45 BENDS 22 1/2 & 11 1/4 D 4"TO8" 1 O"TO16' 24" "TO 8 10"TO16 24" X 1'-8" 3'-4" S-6" 1'-4" 2'-0" 3'-6" Y 1'-2" V-8" 2'-4 1'-0" 1'-2" 2'-4" TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ARCHITECT. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKS POURED BEHIND 3—WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. THRUST BLOCK DETAILS N.T.S. P:\PRJ\4589300\Design\5B93-DET.dwg Tue Dec 19 10:23:47 2000 HP650 [Bond] 8.03.1998 by The BSC Group -"— 24" RCP OUTLET J L 5'-6" �CU. YARDS 1.08 J 6'-6" — �w.. __—.11.34 18" — _ _ 7'-6" - W 1.61 24" 9'-3" 2.16 6' 6 4' x 1' SH ARP CRESTED WEIR EL. 54.50 61) EL. 53.50 EL. 52.50 (� 4f� 42„ J 4' x 1' SHARP 3 3 CRESTED WEIR 8 0 0 EL. 50.50 6" ° EL. 50.00 o %o 0 -a00 a0o o 2� °00 6" M2.01.4 CRUSHED STONE DESIGN NOTES: 1. CONFORMS TO ASTM SPECIFICATIONS 2. WET CAST OF 4,000 P.S.I. CONCRETE 3. INLET OPENINGS AT REQUIRED LOCATIONS 4. H2O LOADING 5. HORIZONTAL REINFORCMENT IS 0.277 WIRE 6. 0.12 SQ. IN. PER LINEAR FT. OUTLET CONTROL STRUCTURE NOT TO SCALE TO OUTLET L i I PIPE _T 1 " CHAMFER PROPOSED GRADE k �;ffL,1lty.hi -.ml(l, e I I L i i.. 7—i'la...,.17 7 _.l Fid 7777.." 77 #F t • Q :4 = FRONT ELEVA TION 12" 1 " CHAMFER . e N PROPOSED GRADE---\ p i J! , IIlr #3 BARS 0 12" . #3 BARS ® 12" $ 24" 1 1/2" CLEAR p 18" END ELEVA TION NOTE: STAINLESS STEEL GRATES TO BE PROVIDED AT ALL HEADWALLS (REFER TO DETAIL ON THIS SHEET) PIPE DIA. 12" L 5'-6" �CU. YARDS 1.08 15" 6'-6" — �w.. __—.11.34 18" — _ _ 7'-6" - W 1.61 24" 9'-3" 2.16 TYPICAL CONCRETE HEADWALL NOT TO SCALE REVISIONS: NO. DATE DESC. R€NWICK 8. F� CHAPMAN 0 CIVIL ENG. N0.27654 e9o� ►fOlSTfaEo �'sSIpNAI EN�� PROFESSIONAL ENGINEER DATE SITE PLAN INTERNATIONAL FUND FOR ANIMAL WELFARE HEADQUARTERS SUMMER STREET IN YARMOUTH MAS SAC H U S ETTS (BARNSTABLE COUNTY) DETAILS DECEMBER 18, 2000 PREPARED FOR: I FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 `rBSU Dup 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 PROJ. 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 JOB. NO: 4-5893.00 1 SHEET 6 OF 7 CONCRETE 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 REVISIONS: NO, DATE DESC. I HEREBY CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. jN OF RS�BS�G' CMG A CA i MAD No. ZS033 PROFESSIONAL LAND SURVEYOR DATE SITE FLAN INTERNATIONAL FUND FOR ANIMAL WELFARE .HEADQUARTERS SUMMER STREET IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS DECEMBER 18, 2000 PREPARED FOR: I FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 S FGROUP 384 Washington Street Norwell, Massachusetts 02061 781 659 7981 © 2000 The BSC Group, Inc. SCALE: 1 " = 30' 0 7.5 15 30 METERS Ilm 0 15 30 60 FEET PROJ. 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 JOB. NO: 4-5893.00 SHEET 2 OF 7 P:\PRJ\4589300\Design\5893—SP.dwg Tue Dec 19 10:29:05 2000 HPB50 [Bond] 8.03.1998 by The BSG Group REVISIONS: NO. DATE DESC. RENWICK B. CHAPMAN CIVIL ENG. N0.27654 �7ow 6 Ak" 12 -(y -off PROFESSIONAL ENGINEER DATE SITE PLAN INTERNATIONAL FUND FOR ANIMAL WELFARE HEADQUARTERS SUMMER STREET IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) GRADING PLAN DECEMBER 18, 2000 P:\PRJ\4589300\Design\5893-SP.dwg Tue Dec 19 10:49:19 2000 HP550 [Bond] 8.03.1998 by The BSC Group PREPARED FOR: I FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 zBsu UP f. r` 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 PROJ. 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 JOB. NO: 4-5893.00 SHEET 4 OF 7 REVISIONS: NO. DATE DESC. 110 QF &4 RENWICK CHAPMAN CIVIL ENG. No. 27654 q9 �Fa/STE t♦ �FFSS10NRl E�o�� PROFESSIONAL ENGINEER DATE SITE PLAN INTERNATIONAL FUND FOR ANIMAL WELFARE HEADQUARTERS SUMMER STREET IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT PLAN DECEMBER 18, 2000 PREPARED FOR: I FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 UM-'Dupx 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 PROJ. 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 3 OF 7 JOB. NO: 4-5893.00 P:\PRJ\4589300\De5ign\5893—SP.dwg Tue Dec 19 10:48:26 2000 HP650 [Bond] 8.03.1998 by The BSC Group REVISIONS: NO. DATE DESC. �d RENWICK B. CHAPMAN a CIVIL ENG. No. 27654 °A®� AEOJSTE�AE� Ewe FSSlON Al E�G� "14711— PROFESSIONAL ENGINEEK DATE SITE PLAN INTERNATIONAL FUND FOR ANIMAL WELFARE HEADQUARTERS SUMMER STREET IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) UTILITY PLAN DECEMBER 18, 2000 PREPARED FOR: FAW 411 MAIN STREET YARMOUTHPORT, MASSACHUSETS 02675-1822 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 PROJ. 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 JOB. NO: 4-5893.00 SHEET 5 OF 7 P:\PRJ\4589300\Design\5893—SP.dwg Tue Dec 19 10:49:58 P000 HP650 [Bond] 8.03.1998 by The BSC Group