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HomeMy WebLinkAboutSprint - PCS Site Plan Review - Site DetailsSCALE: 1=1 W:\SPRINT\7472\CAPECOD\73\RNA663C4.DWG 6/16/99 JRH POST WELDED WIRE OR CHICKEN WIRE SEDIMENT CONTROL FABRIC ATTACHED FENCING USING "HOG RINGS' OR PLASTIC TIES 6'-0" MAX. 3'-0" AIgX, IN HIGH FLOW AREA$ Z 0 i"I Mgt Z�6" COMPACTED SOIL BACKFILL is KEY 8"- 12" OF FABRIC INTO TRENCH "LUGGED -U" OR "T" STEEL FENCE POST (TYP.) vtiF� SILT FENCE DETAIL �/901 REV.Q1 NTS C3 C BARBEDWIRE TOP BRACE RAIL STRETCHER BAR DIAG%Lq, ROD W/ STEEL TURNBUCKLE BOTTOM TENSION WIRE FINISH GRADE OR GROUND 1 1/2" MAX CLEARANCE FROM;GRADE NOTE: SEE NOTE ON DETAIL 345. WOVEN WIRE CORNER, GATE, END OR PULL POST REV. OQ DETAIL I/34\3 NTS C3 6" CRUSHED STONE SURFACE GRADE TO DRAIN AS SHOWN ON PLAN II STABILIZATION FABRIC PLACED ON COMPACTED SUBGRADE 12" SECTION THROUD NO SCALE CLOUGH, HARBOUR ASSOCLLP YARMOUTH, PROSPECT HILL WATER TANK _A DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS YARMOUTH WATER DEPT. © 1999 (& LANDSCAPE ARCHITECTS 171 PARK .AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL YARMOUTH, MA. 02664 P.O. Box 626 413-746-0796 CHA Project No. 7472-73 6 5 4 CHAIN LINKrFENCE X LIMITS OF CRUSHED STONE SURFACE 3" x 5' PRESSURE TREATED LANDSCAPE TIE GRADE TO DRAIN AWAY FROM TOWER YARD 15 x 18' REBAR ANCHOR 1 /_(PREDRILL TIMBER) 1 1y 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 1/2-0 SCHEDULE 40 FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM—F1083. 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM -171083. 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.Q 345 NTS C3 A , Sprint Spectrum, LP CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BOULEVARD, SUITE 800 MAHWAH, NEW JERSEY 07495 BOSTON MTA SITE NO.: BS23XC66362 3 BARBED WIRE TOP BRACE RAIL STRETCHER BAR )IAGONAL ROD N/ STEEL TURNBUCKLE -INISH GRADE DR GROUND 2 6 FT WDWNG GATE C3 NO SCALE Z, 1 8/449 ISSUED FOR CONSTRUCTION KBK KJW JPS 0 6,29 ISSUED FOR REVIEWJRH KJW JPS NO. DATE REVISIONS BY CHK APP'D SCALE N.T.S. DESIGNED B.R.B. DRAWN JRH A A Sprint Spectrum, LP SITE DETAILS JOB NO. DRAWING NUMBER REV 74725573 RBA663C4 1 22 z 34 D SIZE EXTENSION TTYPICAL ELEVATION TOP STRAND ARMS _ OF BARBED WIRE a ' TOP OF 45' FABRIC o TOP FACILITY SIDE Z RAIL PROJECT.1" ABOVE -' EXTERIOR GROUND AND SLOPE o z 0 SIDE ALL AROUND (TYP) C-) U<- TENSION FIN GRADE OR GROUND WIRE 1 1/2" MAX CLEARANCE N "� FROM GRADE LINE POST FOOTING (MIN) TYPICAL SECTION WOVEN WIRE FENCE REV. A DETAIL 341 NTS WELDED WIRE OR CHICKEN WIRE SEDIMENT CONTROL FABRIC ATTACHED FENCING USING "HOG RINGS' OR PLASTIC TIES 6'-0" MAX. 3'-0" AIgX, IN HIGH FLOW AREA$ Z 0 i"I Mgt Z�6" COMPACTED SOIL BACKFILL is KEY 8"- 12" OF FABRIC INTO TRENCH "LUGGED -U" OR "T" STEEL FENCE POST (TYP.) vtiF� SILT FENCE DETAIL �/901 REV.Q1 NTS C3 C BARBEDWIRE TOP BRACE RAIL STRETCHER BAR DIAG%Lq, ROD W/ STEEL TURNBUCKLE BOTTOM TENSION WIRE FINISH GRADE OR GROUND 1 1/2" MAX CLEARANCE FROM;GRADE NOTE: SEE NOTE ON DETAIL 345. WOVEN WIRE CORNER, GATE, END OR PULL POST REV. OQ DETAIL I/34\3 NTS C3 6" CRUSHED STONE SURFACE GRADE TO DRAIN AS SHOWN ON PLAN II STABILIZATION FABRIC PLACED ON COMPACTED SUBGRADE 12" SECTION THROUD NO SCALE CLOUGH, HARBOUR ASSOCLLP YARMOUTH, PROSPECT HILL WATER TANK _A DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS YARMOUTH WATER DEPT. © 1999 (& LANDSCAPE ARCHITECTS 171 PARK .AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL YARMOUTH, MA. 02664 P.O. Box 626 413-746-0796 CHA Project No. 7472-73 6 5 4 CHAIN LINKrFENCE X LIMITS OF CRUSHED STONE SURFACE 3" x 5' PRESSURE TREATED LANDSCAPE TIE GRADE TO DRAIN AWAY FROM TOWER YARD 15 x 18' REBAR ANCHOR 1 /_(PREDRILL TIMBER) 1 1y 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 1/2-0 SCHEDULE 40 FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM—F1083. 2. LINE POST: 2"0 SCHEDULE 40 PIPE PER ASTM -171083. 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.Q 345 NTS C3 A , Sprint Spectrum, LP CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BOULEVARD, SUITE 800 MAHWAH, NEW JERSEY 07495 BOSTON MTA SITE NO.: BS23XC66362 3 BARBED WIRE TOP BRACE RAIL STRETCHER BAR )IAGONAL ROD N/ STEEL TURNBUCKLE -INISH GRADE DR GROUND 2 6 FT WDWNG GATE C3 NO SCALE Z, 1 8/449 ISSUED FOR CONSTRUCTION KBK KJW JPS 0 6,29 ISSUED FOR REVIEWJRH KJW JPS NO. DATE REVISIONS BY CHK APP'D SCALE N.T.S. DESIGNED B.R.B. DRAWN JRH A A Sprint Spectrum, LP SITE DETAILS JOB NO. DRAWING NUMBER REV 74725573 RBA663C4 1 22 z 34 D SIZE