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

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, ��ax.�-_i::: w iY�d`G �¢'� - a-r..- � �� U J J � � FOR CONTINUATION � � A B SEE DETAIL 3\C-6 O H �2�_�� 3"STD PIPE GALVANIZED (q (3-12"O.D.) � � Q 6�� 11�-O�� 6�� BASEPLATE.SEE DETAIL#3 THIS SHEET � � a ' a , o T/WALL 6"ABOVE GRADE �/4 � 3/4"NON-SHINK GROUT � � • g � a � , � � � e — n a � BACKFILL WITH STONE Z �� < a � .� W , �� , U e a � � o g ° � - � _ a a `�/i�//..//�//�//� /.��/.��/. �/.� .� �/ a �� � � ° �5 .`/ ❑<a a{ I FINISHED GRADE � p=�o� I / � /\ ��JY � % �2 w m %/ � �� Wc�� W��m % /� HEX NUT FOLD THREADED Z m�°g�C � � � � ONTO ANCHOR BOLT ��<x< CONCRETE ' z � , a j u d d� FOUNDATION a e� _ o v~, � j �� WALL a I I � � -^ o \� ` a �� i � o � � \/ a � �\ „� 2 ° M w % �� COMPACTED COHESIVE OR ' m �; , a �CA6 GRANULAR BACKFILL a , � /� � m a � � a � � � m � m \ ° , - �� n m m �n m � � °� / a � a � � � � � ' % �� (2)CONT.#5 TOP&BOTTOM � o o `o � � o � 3"CLR ,/ W/2'x 2'HOOKS�CORNERS 4 � (TYPJ � ?, \ i� a • /� o B/WALL � ° � j� S , ¢ O � 3 Z � � > �� EL-0'-0" /i��/��/��/..�/i�/n�/i, i�/i�//.//. /� /��/��/��/.��/.��/.� Z w o z o g � _ � � a `Ia' ` \ � a y � � o � N LL 2 2 ' \` — ° a a ,� ° � � ° �—< , L �— �'� 2000 PSF BRG V.I.F. w � � w rc LL Z tai w o � � � d ., � a� �' a ` a � � � w o LL a o � \` ' ` ° � � � a Q y Q �� —�� _ _ � 0 q COLUMN BASE PLATE(TYP.) N , � - � ELEVATED STEEL EQUIPMENT PLATFORM-FOUNDATION PLAN COLUMN(TYP.) 2 FOUNDATION WALL SECTION SCALE:1N6"=1'-0" SCALE:7/8"=1'-0" Z H • I L-00-1154 s„ ,�� HWY 36 & 105 � PROVIDE CORNER BARS 36 BAR Pl(2'-0"MIN.) � SAME SIZE AND SPACING a cv 36 BAR PJ AS HORIZONTAL BARS. STD.90°HOOK � �_ c_ �� ,q.gp�7 (t��^MIN.) pROVIDE#5�t2"nT CONCRETE NOTES: 2105 E ELDORADO ST ° t COLUMN CORNERS WHEN NO DECATUR,IL 62521 ------ HORIZONTAL 1,ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 ° �1 _�___ c A BOLT REINFORCEMENT IS AND ACI 301,LATEST EDITION.THESE DOCUMENTS SHALL BE AVAILABLE IN DRAWN BV siE � a INDICATED. THE FIELD OFFICE. 3"0 STD PIPE , � � m CHECKED BV rnz GANVANIZED a ° `7 2.EXCEPT NMERE OTHERWISE INDICATED,CONCRETE SHALL BE NORMAL (3-1/2"O.D.) ° a I �, I � WEIGHT AND WITH MINIMUM 28-DAY COMPRESSIVE STRENGTHS OF Fb=4000 DATE o�r�a�s PREFORMED PSI.ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR ENTRAINED WITH 6% OPERATES 24 HOURS , , - AIR CONTENT. prto�Ecr x 50.170 A DAV 385 DAVS A VEAR ° , 0 3I4��X B��X B��BASE Z��X4��KEYWAY NOTE: _� � � PL GALVANIZED LOCALIZED AREAS OF SOFT OR LOOSE MATERIALS MAY BE � ENCOUNTERED AT THE PROPOSED BEARING ELEVATION. 3.REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60.ALL SHEETTITLE CalL a� � W/(4)5/8"(d X 1'-7" THE SOILS MAY REQUIRE COMPACTION USING A PLATE �LDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ELEVATED STEEL Befrne A.BOLT A307 COMPACTOR IN THE FOOTING TRENCH IF FIELD CONDITIONS Y°u Ag FULLY THREADED INDICATE LOOSE GRANULAR SOILS. THE SOILS MAY EQUIPMENT PLATFORM RE�UIRE REMOVAL AND REPLACEMENT WITH AN 4.ALL PERIMETER WALL AND COLUMN FOOTINGS SHALL BEAR A MINIMUM OF FOUNDATION PLAN CONSTRUCTION JOINT CORNER APPROVED ENGINEERED FILL. FOUNDATION DEPTH AND 3'�"BELOW FINISHED GRADES OR TO FROST WHICH EVER IS GREATER. 23/8" 23/S" OVER DIG RE�UIREMENTS SHALL BE VERIFIED WITH THE SHEET NUMBER a�wo�s RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND ONE CALI.SYSTEM INCLUDED IN THE BID BEFORE CONSTRUCTION. THE 5.CONCRETE MIX DESIGN SHALL BE SUBMITTED TO ARCHITECT/ENGINEER �-� CALLJUUETOLLFREE EVALUATION OF THE SUB GRADE AND SELECTION OF FILL FOR REVIEW. 48�HOURs a�o�ae 3 COLUMN BASE PLATE DETAILS 4 CONCRETE WALL REINFORCEMENT DETAILS MATERIALS SHALL BE MONITORED AND TESTED BY A 6.ALL FOOTINGS TO BEAR ON MINIMUM NET ALLOWABLE SOIL BEARING vou oic SCALE:1/8"=1'-0" SCALE:NTS QUALIFIED REPRESENTATIVE OF THE SOILS ENGINEER. CAPACITY OF 2,000 PSF TO BE VERIFIED IN FIELD.