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HomeMy WebLinkAbout10 Old Hyannis Road - 04 - Site DetailsSCALE:I — I W:\SPRJNT\7472\CAPECOD\73\RNA663C4.DWG 6/16/99 JRH 3 BA BO TO Wlf EXTENSION ARMS 0 1 1 1/2" MAX --J CLEARANCE FROM GRADE LINE POST FOOTING WELDED WIRE OR LLLVAI IUN (MIN) TYPICAL SECTION POST TOP STRAND OF BARBED WIRE TOP OF FABRIC FACILITY SID PROJECT 1" ABOVE GROUND AND SLOPE ALL AROUND (TYP) FIN GRADE OR GROUND/ WOVEN WIRE FENCE REV.O DETAIL 341 NTS C3 CHICKEN WIRE SEDIMENT CONTROL FABRIC ATTACHED FENCING -1 USING "HOG RINGS" OR PLASTIC TIES -r��lll 6I-0" MAX. 3'-0' AV4X, IN HIGH Finw •or... 6" CRUSHED STONE GRADE TO DRi AS SHOWN ON 6" COMPACTED SOIL � BACKFILL KEY 8"- 12" OF FABRIC INTO TRENCH "LUGGED -U" OR "T" STEEL FENCE POST (TYP.) VNOIY SILT FENCE DETAIL 901 REV.Q NTS C3 EAP3EDWIRE TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD W/ STEEL TURNBUCKLE BOTTOM TENSION WIRE FINISH GRADE OR GROUND 1 1/2" MAX CLEARANCE FROW GRADE NOTE: SEE NOTE ON DETAIL 345. WOVEN WIRE CORNER, ^r.TE, END OR PULL POST . Rt:'✓. A6 DETAIL 343 NTS C3 STABILIZATION FABRIC PLACED ON COMPACTED SUBGRADE 12" 1 I SECTION THROUG1 C3 I NO SCALE -CHAIN LINKPFENCE I Rq - LIMITS OF CRUSHED STONE SURFACE 3" x 5" PRESSURE TREATED LANDSCAPE TIE GRADE TO DRAIN AWAY FROM TOWER YARD —/5 x 18" REBAR ANCHOR (PREDRILL TIMBER) 1 t/ TYPICAL WOVEN WIRE FENCING NOTES (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) 1. GATE POST, CORNER, TERMINAL OR PULL POST 2 %2"0 SCHEDULE 40 FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET F R DOUBLE SWING GATE PER ASTM -F1083. 2, LINE POST; 2"0 SCHEDULE 40 PIPE PER ASTM -F7083. 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM -F1083. 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM -F1083. 5, FABRIC: 12 GA, CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM -A392, 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24" INTERVALS. 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. 8. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH W/ FABRIC 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. 9. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL DIMENSION. TYPICAL WOVEN WIRE FENCING NOTES DETAIL REV. 2� /34\5 NTS C3 2 6 FT WDE SWNGGATE C3 NO SCALE BARBED WIRE TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD N/ STEEL TURNBUCKLE =1NISH GRADE DR GROUND CLOUGH, HARBOUR & ASSO C IATES LLP DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS © 1999 S LANDSCAPE ARCHITECTS 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 P.O. BOX 626 413-746-0796 CHA Project Na. 7472-73 TOP - Y RAIL 'EXTERIOR � Q xm � tNOFM4��S _ THO ore m U 4yFG r�O�? ISTtir fONALENG Sprint spectrum, LP TENSION - �. WIRE 1 1/2" MAX --J CLEARANCE FROM GRADE LINE POST FOOTING WELDED WIRE OR LLLVAI IUN (MIN) TYPICAL SECTION POST TOP STRAND OF BARBED WIRE TOP OF FABRIC FACILITY SID PROJECT 1" ABOVE GROUND AND SLOPE ALL AROUND (TYP) FIN GRADE OR GROUND/ WOVEN WIRE FENCE REV.O DETAIL 341 NTS C3 CHICKEN WIRE SEDIMENT CONTROL FABRIC ATTACHED FENCING -1 USING "HOG RINGS" OR PLASTIC TIES -r��lll 6I-0" MAX. 3'-0' AV4X, IN HIGH Finw •or... 6" CRUSHED STONE GRADE TO DRi AS SHOWN ON 6" COMPACTED SOIL � BACKFILL KEY 8"- 12" OF FABRIC INTO TRENCH "LUGGED -U" OR "T" STEEL FENCE POST (TYP.) VNOIY SILT FENCE DETAIL 901 REV.Q NTS C3 EAP3EDWIRE TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD W/ STEEL TURNBUCKLE BOTTOM TENSION WIRE FINISH GRADE OR GROUND 1 1/2" MAX CLEARANCE FROW GRADE NOTE: SEE NOTE ON DETAIL 345. WOVEN WIRE CORNER, ^r.TE, END OR PULL POST . Rt:'✓. A6 DETAIL 343 NTS C3 STABILIZATION FABRIC PLACED ON COMPACTED SUBGRADE 12" 1 I SECTION THROUG1 C3 I NO SCALE -CHAIN LINKPFENCE I Rq - LIMITS OF CRUSHED STONE SURFACE 3" x 5" PRESSURE TREATED LANDSCAPE TIE GRADE TO DRAIN AWAY FROM TOWER YARD —/5 x 18" REBAR ANCHOR (PREDRILL TIMBER) 1 t/ TYPICAL WOVEN WIRE FENCING NOTES (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) 1. GATE POST, CORNER, TERMINAL OR PULL POST 2 %2"0 SCHEDULE 40 FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET F R DOUBLE SWING GATE PER ASTM -F1083. 2, LINE POST; 2"0 SCHEDULE 40 PIPE PER ASTM -F7083. 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM -F1083. 4. TOP RAIL & BRACE RAIL: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM -F1083. 5, FABRIC: 12 GA, CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM -A392, 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24" INTERVALS. 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. 8. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH W/ FABRIC 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. 9. GATE LATCH: DROP DOWN LOCKABLE FORK LATCH AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA. 10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 11. HEIGHT = 6' VERTICAL + 1' BARBED WIRE VERTICAL DIMENSION. TYPICAL WOVEN WIRE FENCING NOTES DETAIL REV. 2� /34\5 NTS C3 2 6 FT WDE SWNGGATE C3 NO SCALE BARBED WIRE TOP BRACE RAIL STRETCHER BAR DIAGONAL ROD N/ STEEL TURNBUCKLE =1NISH GRADE DR GROUND CLOUGH, HARBOUR & ASSO C IATES LLP DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS © 1999 S LANDSCAPE ARCHITECTS 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 P.O. BOX 626 413-746-0796 CHA Project Na. 7472-73 YARMOUTH, PROSPECT HILL WATER TANK YARMOUTH WATER DEPT. OLD HYANNIS ROAD/ PROSPECT HILL YARMOUTH, MA. 02664 = Sprint Spectrum, L� —® CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BOULEVARD, SUITE 800 MAHWAH, NEW JERSEY 07495 BOSTON MTA SITE NO.: BS23XC663B2 � tNOFM4��S _ THO ore m U 4yFG r�O�? ISTtir fONALENG Sprint spectrum, LP �. SITE DETAILS az ISSUED FOR CONSTRUCTION KBK KJW JPS D 6 /z, ISSUED FOR REVIEW JRH KJW JPs NO. DATE REVISIONS BY CHK APP'D JOB NO. DRAWING NUMBER REV SCALE N.T.S. DESIGNED B.R.R. DRAWN JRH 74725573 RBA663C4 1 6 5 4 3 22 X 34 o sill a N B