2016-14 GRANTING AUTHORITY TO CONSTRUCT WIRELESS COMMUNICATION FACILITY - 2105 EAST ELDORADO STREET

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� � $6�': �u'. - .. �. _c ., __, .� - J G.00T TO INSTALL PRIVACY 3 STANDS OF BARB WIRE 3"SCH.40 PIPE(3-1/2"O.D.) 12'-0"GATE OPENING J SLATS WITHIN FENCE FABRIC (TYP� CORNER 8 GATE POST. _ 2"SCH.40 PIPE(2-3/8"O.D.) 3 STANDS OF _ BARB WIRE 1-1/4"TOP RAIL SCH.40 2"SCH.40 PIPE(2-3/8"O D) INTERMEDIATE POST 1-5/8"SCH.40 O.D. ��.p� � � INTERMEDIATE POST PIPE WELDED � � PIPE(1-5/8"O.D.) 3 STANDS OF BARB WIRE GATE FRAME �P�) 3"SCH.40 PIPE � � o LATCH WITH CHAW (3-1/2"O.D.) - 1-1/4"TOP RAIL SCH. SECURELY FASTENED TO CORNER � 40 PIPE(1-5/8"O.D.) FENCE.DOUBLE LOCK FOR 2"SCH.40 PIPE w UTILITY CO.ACCESS (23/8"O.D.) � � 180°GATE HINGE INTERMEDIATE � POST z �P� STRETCHER BAR,FULL HEIGHT, � Q � NOT LESS THAN 3l16"x 3/4"MIN. 1-1/4"CENTER 3/8"0 STEEL TRUSS � CROSS SECTION ALL ALL RAIL SCH.40 ROD WITH 4 � CENTER RAIL 1-5/8"SCH. GATES AND CORNER POST PIPE(1-5/8" TURNBUCKLE AT W ;� v 40 O D.PIPE ALL END PANELS U x O.D.) � Q 1-1/4"CENTER RAIL � 3/8"0 STEEL TRUSS ROD a � SCH.40 PIPE(1-5/8"O.D.) � WITH TURNBUCKLE AT �� N 1-1/4"BOTTOM RAIL � 1-1/4"BOTTOM � ALL GATE CORNERS& c� � SCH.40 �- #9 GA.2"x2"FENCE RAII SCH 40 END PANELS PIPE(1-5/8"O.D.) WIRE FABRIC PIPE(1-5/8" � �� O.DJ #1 GA.GALV. Q 3� � � , . TENSION WIRE a.� � F. e,� � ,�� C�= o I I I CONTINUOUS I I I I � 1'-0"0 CAST-IN-PLACE ��g I I I I I I I i I I ' CONCRETE FOUNDATION = as� I I I I I I � 1 I ' I I ' � °. I I' •�,°.j �. .' FOR LINE POST(TYP. Z w� � ) �F �i •I I I I I I f I I I I �� '4 n '? a.. a.. 4 I I 'I I ': 7��A II "II � 1I � °L� II ' 1"CRONM � II '. � � � . � � � r�mY�� i I t'l>"0 CAST-IN-PLACE I I' I I' "I � "I I' 2 � 1'-6"fd CAST-IN-PLACE I I . I I.. 2000 PSI CONCRETE I I' I f 2000 PSI CONCRETE I f, � �'• 4 °"I I ' �� U�a a� :�y FOUNDATION !-� � FOUNDATION � � � tO ' I r FORCORNERANDGATE a� � a� � � e' �� e'� .' �� FOR CORNER AND GATE I f,. 1'-6"fd CAST-IN-PLACE POST(TYP.) POST(TYP) !-� 2000 PSI CONCRETE FOUNDATION / 10'MAX 1'-0"PJ.MINIMUM 1'-6"PJ.MINIMUM � ° �•� FOR CORNER AND GATE � POST(TYP.) � 12'-0"DOUBLE SWING GATE r�"0.MINIMUM 2 NTS. CORNER POST DETAIL > a � I-" a � FENCE POST DETAILS 3 m a � m � m � N.T.S. N.T.S. 3 STRANDS OF DOUBLE � � � m • STRAND,12.5 GA a ' � � � � TWISTED WIRE WITH 14 � ^ � � � � � LOCKING BOLTS TO � o � � 'o � GA 4 POINT ROUND PREVENT"fURNING" BARBS AT 5"O.C. N PROPOSEDFENCE � � p 5 12" F NOTE: NOTE: Z Z w � i � g GATE HINGE BOLTS SHALL HAVE THEIR O o � � AGGREGATE BASE COURSE TO O � � g � � z EXTEND 1'-0"BEYOND FENCE. THREADS PEENED OR WELDED TO S T R O N G G A T E L A T C H N a a � w rc PREVENT UNAUTHORIZED REMOVAL � � p � < 1-5/S"TO 2" � y LL m w � � � TOP RAIL � � � F � o � a ��,Q�� LEASE SITE �v� fA o a N o BOUNDARY � � � (ENCLOSURE SIDE) N � �� o�� STRONG ARM GATE LATCH DETAIL � MATCH EXISTING AT PROPOSED GRADE N T S. LEASE SITE � BOUNDARY GENERALNOTES 8"COMPACTED AGGREGATE BASE COURSE,CONSISTING EXISTING GRADE 1) G.C.IS RESPONSIBLE TO PAYAND SCHEDULE THIRD PARTY INSPECTIONS FOR BOTH Z � `� � a r OF 3/4"CRUSHED AGGREGATE,NO FINES. TOWER AND BUILDING FOUNDATIONS.VZW GETS COPIES AT CLOSE OUT. TENCATI MIRAFI 500X WOVEN BARBED WIRE DETAIL I L-00-1154 POLYPROPYLENE GEOTEXTILE FABRIC, 6 N.T.S. COPIES OF THE REPORT ARE ISSUED TO THE CONTRACTOR FOR CONVENIENCE OR APPROVED EQUAL ONLY.THE REPORT IS NOT A PART OF THE CONTRACT DOCUMENTS.NEITHER H WY 36 & 105 COMPACTED SUBGRADE OR ENGINEERED FILL �RE MESH GEOTEXTILE FABRIC THE OWNER NOR THE ENGINEER/ARCHITECT GUARANTEE THE ACCURACY OR REINFORCEMENT VALIDITY OF THE DATA CONTAINED THEREIN,NOR DO THEY ASSUME ANY 4 AGGREGATE CROSS-SECTION (OPTIONAL) RESPONSIBILITY FOR THE CONTRACTOR'S USE OR INTERPRETATION OF THE N.T.S. LEASE SITE FABRIC ANCHORAGE TRENCH DATA CONTAINED THEREIN. 2'I O5 E ELDORADO ST 36"METAL OR WOOD BACKFILL W/TAMPED NATURAL SOIL DECATUR,IL 62521 POST OR STAKE 10'-0"MAX.C.TO C. Z DIRECTION OF POST:STEEL EITHER"T'OR"U"TYPE OR 2" GEOTEXTILE PARAMETERS DRAWN BV: BTE DRIVEN MIN.16"INTO � '<o� RUNOFF� HARDWOOD. PROPERTY MINIMUM VALUE(a) TEST METHOD CHECKED 8Y 7nz GROUND OPERATES2IHOURS FLOW FENCE:WOVEN WIRE,14 1/2"GAUGE,6"MAX. GRAB STRENGTH 180 LBS. ASTM D-4632-91 onTE: o7Yson5 ENCATI MIRAFI SOOX WOVEN ADAV 385DAVSAVEAF2 �� MESH OPENING PUNCTURE STRENGTH 75 LBS. ASTM D-4833-88 PROJECT iY. 50-170 POLYPROPYLENE GEOTEXTILE FABRIC, BURST STRENGTH 290 LBS. ASTM D-3786 OR APPROVED E(�UAL Cozt FILTER CLOTH:FILTER X,MIRAFI 100X, Be� TRAPEZOIDAL TEAR 50 LBS. ASTM D-4571-87 SHEETTITLE 8"COMPACTED AGGREGATE BASE COURSE,CA�6 Yau Dig � STABLINKS T140N OR APPROVED EQUAL FENCE DETAILS 6"MIN. (a)ALL VALUES REPRESENT MINIMUM ROLL VALUES COMPACTED SUBGRADE OR ENGINEERED FILL SUPPORT POST PREFABRICATED UNIT:GEOFAB,ENVIROFENCE, ANCHORAGE FROM OR APROVED EQUAL NOTES: IN-SITU SOIL TO SHEETNUMBER AGGREGATE CROSS-SECTION ILLINOLS THE FABRIC SHOULD BE PLACED IN ACCORDANCE WITH THE MANUFACTURERS 5 ONE CALL SYSTEM CEMENT MORTAR NATURAL SOIL NOTE: RECOMMENDATIONS. INTERSECTIONS OF SHEETS MUST BE SOWN OR ACCESS ROAD N.T.S. CALLJULIE TOLL FREE DEPENDING UPON CONFIGURATION,ATTACH SUFFICIENTLY OVERLAPPED(AT LEAST 24 INCHES)OR AS SPECIFIED BY THE ueaa>eez-oin EROSION CONTROL SILT FENCE DETAIL FABRIC TO WIRE MESH W/HOG RINGS,STEEL MANUFACTURER).THE GEOTEXTILE SHEETS SHOULD ALSO BE PLACED TAUTTO C�� 48MWRSBEFORE $ POSTS W/TIE WIRES,WOOD POSTS W/NAILS. REDUCE WRINKLES OR FOLDS. CARE MUST BE EXERCISED TO PREVENT PHYSICAL vou oic N.T.S. DAMAGE OF THE GEOTEXTILE PRIOR T0,DURING AND AFTER INSTALLATION. UTILITIES SHOULD BE INSTALLED BEFORE PLACING THE FABRIC.