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HomeMy WebLinkAboutInternational Fund for Animal Welfare Headquarters - DetailsAS 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