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� LATERAL SPACING
<br /> 2.5" INFILLED 15' TYP. 21" 21" 21"
<br /> SYNTHETIC TURF UPPER 25% {1YP) (TYP) (TYP) 6" NOTES: REVISIQN DATE
<br /> � 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH
<br /> SYSTEM 2.5" INFILLED SYNTHETIC _ _ POWER-LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN
<br /> - - - - - - -- -- - - - - --- - - ESTABUSHING THE PROPER LINE AND GRADE. THIS TEMPORARY
<br /> BASE BID ALTERNATE BID TURF SYSTEM � � MIDDLE HARDWARE MAY REMAIN AFTER FINAL INSTALLATION.
<br /> 2" TOP COURSE 5�qo
<br /> PERMEABLE . . . . . . . . :. , _ - - LAYER PAD C -�--- - - - - - - ♦- -- - - - - - -�- - - --
<br /> 2 M M LAS
<br /> � AGGREGATE - � •' � ' 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER-LOAO DRIVE�
<br /> - . p � � ' O � v. v ,6 • . �' � . D - p 4, " � � � a ' Q � p D• G n � OR RAM-SET CONCRETE ANCHOR NAILS, MINIMUM SHANK DIAMETER 5/.
<br /> 2 T O P C O U R S E L O W E R 2 5� M IN IMUM H E AQ/WASH ER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE
<br /> 8" BASE COURSE � O Q aO /�,O P � O � r-�- � PERMEABLE AGGREGATE �
<br /> A G G R E G A T E a � �� � O ��� U v a Q � U v � � ��Q`~' � ��� �V o . . ° . MINIMUM 2" EMBEDMENT. INVIDIDUAL ANCHORS S HA L L D E V E LOP A „
<br /> � �, � � 0 �J � Q �� � � . �o MINIMUM 450LB SHEAR, 35�LB TENSION IN 4,OOOPSI CONCRETE AT 2
<br /> O �i Q � � �� � �� ! �Q O �+ �� 7 BASE COURSE - . _ - .
<br /> Q � �aa�Qa � � O �� � a ��� � d � PERMEABLE AGGREGATE _ �� � p � EMBEDMENT.
<br /> 0 0-�} �j . �
<br /> � � �, , — �- -— — — I I�—I ( � p� • � � . ' 3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE �
<br /> � " q I I I I I I I I I- � -) I I I—I I I I I I � � I I I I I I I I I I I I I I I I I I - I I- -' • o� • . , . , _- a . SPECIFIED RAM-SET OR P�WER-LOAD DRIVEN CONCREfE ANCHORING � E V E R E T T
<br /> 2 dvanEDGE F1AT � �_ � � • , �—� � �—i � �—� � ��� � i I � � � I !i � �_I I . � NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS
<br /> DRAIN ON SUBGRADE � I _I � COMPACTED � � . � . � , p PRINTED INSTRUCTION AND THE SPECIFIED SPACING. P U B L I �
<br /> SUBGRADE � • � p p �� � �
<br /> p -� • - - � Q . � �CN �C� I��
<br /> � / . a 4. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION
<br /> � PERMEABLE STRUCTURAL SOIL BEARING --1 " -� p . .. ,p - DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR
<br /> 12 AdvanEDGE FLAT SUPPLIER, WHICHEVER (S GREATER. HORIZONTAL SPACING: NO GREATE
<br /> FABRIC MUST BE FLAT ON SUBGRADE DRAIN ON SUBGRADE
<br /> FOR FULL WIDTH (NP.) p � THAN 21" ON CENTER AND 6" FROM END OF ANY LENGTH OF LUMBE�
<br /> WEDGE ANCHOR POWER LOAD/ RAM-SET STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE
<br /> � MIDDLE ONE-HALF THE FACE OF THE RECYCLED EDGE ANCHOR.
<br /> 1 SYNTHETIC TURF FIELD
<br /> F-2.1 NOT TO SCALE 4 YNTHETIC T RF EDGE AN H R CASCADE
<br /> s u co
<br /> F-2.1 NOT TO SCALE HIGH SCHCJOL
<br /> NEW OR 5 SYIVTHETIC TURF
<br /> INFlLL MATERIAL TO BE EXISTING 2.5" CLASS 3/8"
<br /> FLUSH WITH TOP OF CONCRETE F-2'4 HMA PAVING
<br /> , RUBBERIZED SURFACING CURB
<br /> FIELD
<br /> 1 INFILLED STAPLE AS REQUIRED 12" p p p p p p p p p p t7 p p p p p p 6" BASE AGGREGATE
<br /> F_2 � SYNTHETIC TO ANCHOR TURF
<br /> � � 0 0 0 � 0 0 � � � 0 0 0 � � � 0 (CSTC J CSBC)
<br /> URF (TYP.}
<br /> 95fi
<br /> FINISH ------------- � 0 t7 � 0 � 0 � 0 0 � 0 0 0 0 � � � �
<br /> GRADE --� - - 1.75" � �
<br /> . .. . . .. - . • .• .
<br /> - ' � .� • �a . . � �- � 95� COMPACTED
<br /> 2" TOP COURSE � a ' � ' ° I I SUBGRADE
<br /> PER��B� AGGR�A� .� � � -� � � p A . �4 - _ : � I I I I I I I I I I I I I I I I I -
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<br /> , , , ' ° .� . . . . : � �,° -- - .
<br /> ' Si' BASE COURSE ° �" �
<br /> PERMEABLE AGGRETATE � • � ' p '.' - � 12 � � - - � � �._. S ASPHALT PAVING SECTION
<br /> � p • - 4 '
<br /> � ° ° � � N OT TO SCALE
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<br /> . p - . . ° . .� . . � . , . '� ; PLAN APPROVED
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<br /> F-2,� S EDGE�AN HOR ,�' p � �� A �„ � �r _� \ D 6 AG EROSION pUBLICWORKS
<br /> — — — j � EXPANSION JOINT DEPARTMENT
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<br /> ALIERNATE TOOLED JOINTS AND - . - . - - PERMI7 FOR CO�oh Eu►s � 1
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<br /> EXPANSION JOINTS �Q� O.C. \- - j CITYENGINEER BEENtSSUED. i` � L�WA����f+
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<br /> 3/8" EXPANSION�° � a� 4„ BAND WITH ♦AtC" �pF e. y��'�+����
<br /> 2 SYNTHETIC TURF EDGE ANCH4R AT C4NCRETE CURB JOINT WITH 2„ SMOOTH FINISH � �, Z �
<br /> NOT TO SCALE POLYURETHANE 2" -- CENTERED ON 4" CONCREfE PAVING � ' ' �
<br /> F-Z.�. JOINT SEALANT EXPANTION JOINT LIGHT BROOM FINISH �
<br /> ♦ '� ,�zss�s ; �,4 1.
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<br /> INFlLL MATERIAL TO BE GIR DE a. ' o.� � . . - , . a. .. _ � 4-18'� �`IQNAL E���
<br /> FLUSH WITH TOP OF SYNTHETIC 4 #
<br /> . � . • . ° . . � . . . , _ .. • . . , : - _ . . Q - ' �.--�—O.C/ E.W. ► �r-�;-
<br /> RUBBERIZED SURFACING CORJCRE7E TURF F-2.1 ' • v: , .. . •. q'.,_ • ' ' � '° '. • °' ' a Q
<br /> CURB EDGE � . " � - .
<br /> e�Q o• � o - . . o _ _ . � o w o a a . •o •� � 4" CLASS 11 BASE
<br /> STAPLE AS REQUIRED ANCHOR INFILLED 1 „ ;o.. �-�d ; :a . a�. ;9 - �.d 4 v . � . .,o -��- _a - �.. .a �
<br /> � TO ANCHOR TURF 5 SYNTHEfIC F-2.t p ° � ° •C7 ° � '° Cj ° � ° C� o n '° -p ° �� ° c� a � � �d D �
<br /> F-2.4 TURF p o a� a o o� � o o� o 0 0� a o o� o 0 0� U o
<br /> i I I I I I I I I I I I I I I I I— NO-�:
<br /> - - - - I I I -I ( ( I I I I ( ( � � I I EXPANSION JOINT TO BE INSTALLED AT
<br /> ALL INTERFACE BETW�N CONCRETE
<br /> � I ' PAVING AND VERTICAL WALL OR EXISTING
<br /> . o . � . � C? . a Q � � ( I (- CONCRETE PAVING
<br /> � � I I I , I
<br /> - �a • � � � SUBGRADE COMPACTED ( �
<br /> ' � � TO 95% MIN. ( I-
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<br /> _ � a � � � � As___�ONCRETE PAVING AT EXPANSION JOINT
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<br /> ' " ' � _ _ _ _ , WEAKENED PLANE DATE 6-26-17
<br /> _ _.... . . � • JOINT, DEPTH EQUAL
<br /> � � � � _ ° 25� OF THE S�AB
<br /> THICKNESS 4" CONCRETE PAVING SCALE NTS
<br /> �c LIGHT BROOM FINISH
<br /> �
<br /> � 6" I I I � , FINISH V DRAWN 1CH
<br /> � GRADE . a . - .
<br /> #4-18" O.C/ E.w.
<br /> � 3 SYNTHETIC TURF EDGE ANCH�R @ EXISTING SWALE � 4 . a � . � . - cHECKEo EJG
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<br /> � F-2.1 NOT TO SCALE � �.a � -" � � �:a� .� . -"s Q� - " �.-� - a �d -�°��
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<br /> � ' � � ALL INTERFACE BENVEEN CONCRETE
<br /> - I I I PAVING AND VERTICAL WALL OR EXISTING S E�T I O N S
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<br /> � 6 CONCRETE PAVING WITH EXPANSION JOINT
<br /> � � F-2 . 1
<br /> � F-2.1 NOT TO SCALE
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