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WOOD OR WOVEN <br /> 2 STEEL POST OR CHAIN LINK IRE 12'-0"MAXIMUM S EEL P ST BARBED WIRE <br /> N �. <br /> iTYPICAL❑ C <br /> 3 Eu UAL DN <br /> U L <br /> BARBED WIRE SPA 6ES O <n <br /> I t U � > <br /> Qww <br /> TENSION WIRE BOTTOM 61-011 <br /> OFFENCE INSIDE OUTSIDE C <br /> 2" <br /> NOMINAL FABRIC AIRPORT AIRPORT 4" 4" 5'-4" 4" 411 <br /> ALUMINUM SIGN CONSTRUCTION BY . . <br /> BOTTOM AS DETERMINED BY SIGN MANUF. CONNECTION TO <br /> OFFENCE THE WILDLIFE HAFARD CONCRETE STEM WALL BY SIGN MANUF. <br /> WOVEN WIRE FABRIC ASSESSMENT PLAN <br /> OR CHAIN LINK WILDLIFE <br /> DETERRENT TENSION WIRE <br /> CONCRETE FENCE TENANT LOGO ALUMINUM DIVIDER BAR (P1) BY 220NoS ite2P0arkSouth <br /> FOOTING I I CONCRETE <br /> SIGN MANUF. Norwood,MA 02062 <br /> CORNER POST BRACE POST LINE POST FOOTING <br /> (781) 619-9500 <br /> WILDLIFE DETERRENT FENCE SKIRT - <br /> Tenant Hub FLAT CUT OUT LETTERS, NUMBERS <br /> TYPICAL ELEVATION 2"NOMINAL 'n M Visitors 1 Associates T AND GRAPHICS (P3) BY SIGN MANUF. <br /> NOT TO SCALE 1"MINIMUM Tenant / Delivery Vans <br /> NOTES: 4"MAXIMUM All Trucks NOTE: ORIENTATION OF � � <br /> T "ARROWS" SHALL BE BASED ON <br /> IK <br /> 1. MAINTAIN SECURITY FENCE INTEGRITY AT ALL TIMES.DO NOT LEAVE EXCAVATION MONUMENT SIGN LOCATION. <br /> UNDER FENCE FABRIC WHICH WOULD PERMIT ACCESS. WILDLIFE DETERRENT FENCE SKIRT GRADE Zh ADDRESS <br /> 2. DEPTH OF EXCAVATION SHALL BE INSPECTED AND APPROVED BY THE ENGINEER /ARIES❑ Ar <br /> — PROVIDE CAST IN PLACE CONCRETE SPIRE �� <br /> PRIOR TO PLACEMENT OF THE CHAIN LINK FENCE FABRIC. o <br /> 3. END JOINTS BETWEEN ADJACENT SECTIONS OF THE WIRE FABRIC SHALL BE LAPPED STEM WALL AND CONCRETE FOOTINGLi <br /> 4"AND TIED WITH GALVANIUEDWIRE TIES AT2'-0"ON CENTER AND AT EDGES. WILDLIFE EXCLUSION FENCE f�r4 <br /> SOME ITEMS OMITTED FOR CLARITY LU <br /> Ur <br /> NOTE: REFER TO F-163 WILDLIFE DETERRENT FENCE SKIRT FOR SPECIFICATIONS. w <br /> NOT TO SCALE o r <br /> CV <br /> MINIMUM 4"OF OVERLAP. 6"DIA FENCE POST co _ + — + — — + — — + =I I (2) 3/4° X 54" ANCHOR BOLTS. <br /> FASTEN WITH TIES AT O I + t — t + + — + + + t + <br /> 1 EXISTING SECURITY FENCE WITH WILDLIFE DETERRENT FENCE SKIRT M � VERIFY W/SIGN MFG'R. <br /> NOT TO SCALE MINIMUM 2'-0"ON CENTER <br /> LENGTH, DEPTH AND WIDTH OF FENCE SKIRT W <br /> TO BE DETERMINED BY WILDLIFE HA-ARD 0 Z <br /> ASSESSMENT PLAN. BACKFILL TRENCH <br /> WITH SOIL AFTER FENCE PLACEMENT. + + + + + + + <br /> OUTSIDE AIRFIELD INSIDE AIRFIELD --11 I7 <br /> SECURITY I I III III—III III III III—III—I I <br /> FENCE 71-8" <br /> FABRIC POST ITMINIMUM THICK X 24'LONG CONCRETE PAD WITH <br /> SECURITY FENCE POST 4-�5 ❑ 12"O.C. LONGITUDINAL AND FRONT J <br /> FABRIC / ° Cb ❑ 2'O.C.TRANSVERSE <br /> WILDLIFE 4"MINIMUM MATCH TOP OF PAD WITH EXISTING GRADE <br /> AS DETERMINED BY THE WILDLIFE_ / DETERRENT OVERLAP FIELD VERIFY WIDTH OF GATE TYPICAL MONUMENT SIGN DESIGN (MS-1) V <br /> HAZARD ASSESSMENT PLAN I FENCE SKIRT VERIFY PAD THICKNESS AND (DIRECTIONAL ARROWS TO BE REVERSED PER LOCATION) <br /> EXISTING GRADE I CONCRETE REINFORCEMENT FOR PAVEMENT LOADING (SUBJECT TO CHANGE BASED ON LOCAL REGULATIONS AND SITE CONDITIONS. U. <br /> Q <br /> i i FOOTING GRADE SEE *• GATE POST COORDINATE ORIENTATION IN FIELD) — <br /> ` NOTE DIRECTIONAL ARROWS CHANGE BASED ON LOCATIONS OF SIGN. O Z <br /> ° <br /> OUTSIDE AIRPORT INSIDE AIRPORT <br /> o W 0 <br /> 1/2"RTOOLED EDGE 4,. 5 5 FOOT ILLUMINATED 1 NON ILLUMINATED MONUMENT SIGN MS-1 2 1-U <br /> J <br /> WILDLIFE DETERRENT ` ° 1/2"=1'-0" <br /> FENCE SKIRT LOCATE ` 00001, <br /> 3"M I N U M U M 7/K/K/cl/K/ ° o (/) ( , <br /> INSIDE OR OUTSIDE •.° U m v <br /> AIRFIELD PER SCHEDULE CONCRETE ° _ ° <br /> CONCRETE FOOTING BACKFILL • • ° o ZO <br /> ss Lo <br /> EXISTING SECURITY FENCE WITH DETERRENT FENCE SKIRT ° D °° x CSI <br /> TYPICAL EXCEPT AS SHOWN ON SECTION 2A❑ DIA a Q <br /> GATE POST <br /> FOOTING �f <br /> 2 TYPICAL SECTIONNOTE: NOMINAL DEPTH OF FENCE POST FOOTING IS 30". AT BRACES, o 0 <br /> NOT TO SCALE GATES, CORNER PULL AND ENDS INCREASE DEPTH TO 36". a3' W <br /> -0" 1'-0" '' <br /> OUTSIDE AIRFIELD INSIDE AIRFIELD �CURITY Q <br /> FENCE <br /> AS DETERMINED BY / FABRIC AS <br /> STANDARD WOVEN WIRE FENCE WITH GATE CONCRETE PAD DETAIL o <br /> rqt POST THE WILDLIFE HACARD / GALVANIUED WILDLIFE DETERRENT FENCE SKIRT SOME ITEMS OMITTED FOR CLARITY a O <br /> SECURITY FENCE ASSESSMENT PLAN WIRE TIES 1� WILDLIFE <br /> FABRIC 2'-0"OC ALONG DETERRENT FOOTING AND INSTALLATION DETAILS NOT TO SCALE Q� <br /> GALVANI❑ED WIRE , FENCE FENCE SKIRT r - <br /> o <br /> NOT TO SCALE <br /> TIES F1 2'-0"OC EXISTING <br /> ALONG FENCE I GRADE FILL � � T <br /> i MATERIAL NOTE: REFER TO F-164 WILDLIFE EXCLUSION FENCE FOR SPECIFICATIONS. GALYf-INIZEo <br /> EXISTING �aTlr LAG u <br /> 2 16_V <br /> GRADE I, 4"LAP xISTINC` €�,4Y€�IE�1T - <br /> TTT 14 TO 24 IN <br /> C c <br /> + NE <br /> 4"LAP 4"MINIMUM �,, �� 4 WILDLIFE EXCLUSION FENCE <br /> COVER OVER //��/.�/i� .��/i�//� "' I 1 o <br /> SKIRT FABRIC NOT TO SCALE — ` �� <br /> CONCRETE FOOTING <br /> 3 <br /> 0 <br /> WILDLIFE DETERRENT FENCE SKIRT FABRIC ` FOOTING CONCRETE / <br /> ". <br /> LOCATED INSIDE AIRFIELD PER SCHEDULE <br /> M <br /> M <br /> EXISTING SECURITY FENCE WITH WILDLIFE DETERRENT FENCE SKIRT <br /> HEAVY 1T1RUBBER SPEED BUMP DETAIL LL <br /> TYPICAL SPEED SUMP LOCATION DETAIL <br /> 2A SECTION gars mlik o <br /> NOT TO SCALE NQTE5; <br /> I. HFAVY DUTY SPMb RUVPS SHALL AE UM K 11007ES, o <br /> IA WIII *UiE 5140W I a tikr� >=*+ti 1. SPEED 9QA0P IS ',OT AWN TO SCAU 0 <br /> AAE 15 SHOVA AS SUCH FCR CLAR-11r <br /> POST LAG SOL.T METH IDD (ASPHALT OR CONCRETE OILY) o <br /> 4k. TaolF needed: y <br /> a. High spead harrim-er drift with a '/i"masonry dd1-1 biI <br /> OUTSIDE AIRFIELD INSIDE AIRFIELD b. Imp ad wTench of heavy ratchet with 1/+ sockv# <br /> R- PaNtian the spend bump 3n accardan with C-antrocT Drawing!. Using the holog Molded io thin speed Inurnp as tnmplaOs, mark Cho locati-on of each halo -nn IN surface- <br /> FIELD VERIFY C. Ronneve the spec}bump. Uskng a fiigh-tpeexd hirnrni�rddil with G " rrlasonry 1}It, drl11 a 4" Ink,/r" 2 <br /> WIDTH OF GATE <br /> deep hole at each marked locaton. o <br /> a'MINIMUM THICKNESS,24'LONG CONCRETE D. Imiert a lag ancftr(with the large round mole in ft anchor %clrq up).Into each holo. Tap the iandhcr Into the holes wvilh a hammer so that the tole yr ;h art aor is fusti vah the 6tprfat . <br /> PAD WITH 4-115 :1 12"OC LONGITUDINAL E. Rapmik;n the. speod bump suthatthe mulded in holes line up vartl-cally with Um dri'dled pilot hoges. Starting with the -;cntvf hole, apply firrn handie <br /> p &sura. Slip a washer onto a lug butt, ln5ort the b- ° <br /> AND 5 F1 2'OC TRANSVERSE �•, 3 z <br /> lhrouigh thr�Flofp inthe spend bump end Tighten #I'I� Wil about throe quartom ##��wad with a,'Yd"�o(:kot. FC$poat foreath holy in thrr+ sp&od hlirrrp Fini-tiix tightening Asch boi11 Lin#It just firtug. -DO kJf <br /> MATCH TOP OF PAD WITH EXISTING GRADE 1/2"ROVER-TIG1iTEN. Excessive taghtenorlq may 6am8ge the speed hump and wIII word the rvanullactumr's warrarr[y- L) o <br /> FIELD VERIFY WIDTH OF GATE. TOOLED EDGE <br /> D- 5: o <br /> VERIFY PAD THICKNESS AND <br /> REINFORCEMENT FOR PAVEMENT LOADING. o <br /> LL <br /> z <br /> 4 J <br /> 6 SPEED BUMP- RUBBER <br /> CONCRETE FOOTING <br /> BEYOND N.T.S. Designed B.S.R. <br /> ° Drawn B.S.R. <br /> 3'-0' Reviewed S.M.K. <br /> o Scale AS INDICATED <br /> ,6 11 Y <br /> X Project No. 1902145 <br /> Date 05/15/2020 <br /> z <br /> CAD File: <br /> a DN 190214501 <br /> CONCRETE PAD AT GATE <br /> � Title <br /> ° <br /> a <br /> DETAIL <br /> z <br /> GATE DETAIL <br /> Q SHEET <br /> o NOT TO SCALE <br /> LLN <br /> 0 <br /> a <br /> Sheet No. <br /> o <br /> N .. <br /> m <br /> O o <br /> DN - 5 <br /> C� <br /> N <br /> Z p <br /> N m <br /> O <br /> o <br /> v N <br /> X <br /> ©2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. <br />