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REVISION DA7E
<br /> LATERAL SPACING �1L St-��.
<br /> 15' TYP. ! �' T?'P,
<br /> INFILLED SYNTHETIC TURF INFlLLED SYNTHETIC TURF
<br /> SYSTEM SYSTEM FINISH
<br /> FINISH
<br /> _ - - - - GRADE , _ . , : GRADE
<br /> e e .e. 1 e• e •e e' o 0 o e '
<br /> a e � a e n n a a' n o n o a a o a n ° a NOTE:
<br /> oO. o oOnnoO� nY O� 00 ♦o�� �OvpoO_ � oOnD �Oe $ _OeC�0a� �0a oO� o ,�oO�� �O � ioOa �O� _ O� n o0 �D� c �oQ� n o cQ_o_ o�� o� oO� a � oO� o�� a� oa� � o�_ _ oa� a.pcQ� a � oa� c��� oyo0� o0� s �o��� a�. oeo0�_ oQ� o�• 00• o�� o _�• o��_ o
<br /> „ �C� U ���U V a �C� U � U - - � � � ' ➢�J�r - U „ U�f-� �j 'r��U ZjV � 'E-l�f' '�J � �7 Z� � UT �Z��� ��C�'@Ur�:�"�UT-�e Z� j ENGINEER/ CONTRACTOR TO CONFIRM
<br /> c � \J C��l \J O� V��� �J O CONDITION OF EXISTING PERFORATED DRAIN
<br /> 2 TOP COURSE o0 0 �o�ao �"oo c�oo �'oo�Qo`�� ��' 2 TOP COURSE oo ��o �-'oa�ao �"aa � �"a
<br /> PERMEABLE AGGREGATE O O O O O O O O O O O� O � q�� O a� O�� Q� �� O a� O a 0�O����O��� PIPE AND PEA GRAVEL. REPLACE AS NEEDED.
<br /> OO(� O� OO� OO� OO� O OO� OO� O�o� o� o � PERM��� AGGREGaTE 0O� ����� oO0 oOQ c� O� c� c oo� oo� oa �a,�o C�oa
<br /> � O O O O U O O U O O O O O� O O �� O O� O y ^ O CLEAN, WASHED PEA � � �� O O O O� � O SEE REHABILITATION NOTE BELOW
<br /> 8" BASE COURSE - �^ " n r�r� � ��� � � ��� ;Q p�a po GRAVEL AS NECESSARY $" BASE COURSE _ ^� "� � _ _�'�r'—���--��- _��"�''�� ��'��''�`� _ n' ' �
<br /> , °� ` ° °� EXISTING PEA GRAVEL OR NEW PEA GRAVEL
<br /> PERMEABLE AGGREGATE — — �° 'pp �° ° p� � � � — ' __ _ _ FOR LEVELING, _ — �'� °� ' ° °� ' °�- _ -,pd •a d 'd •a o p,
<br /> , • , • _ , _i • o � a �, � o PERMEABLE AGGREGATE _;oo 'Q o po -Q o?` -� I_ '' -� I I • o � ' • v � ' BACKFlLL (SEE REHABILITATION NOTE)
<br /> I— • �•p° O•p° � I I — ! I I I � I — — I--I I — I— •D •o � •O o ( _7 d �'p-C'G �•�.O 4 ° I I I I I I I �( I I I I ( 1 I I _� o a•° � ' ' •O � .
<br /> o � e
<br /> I o � I I .a p o o p0 • I I a o 4�• O• n e ( ( ( I �I I I-a a o QI Q• a y
<br /> (— !� ° � o ��� PERMEABLE STRUCTURAL SOIL BEARING �-I I — ��� � � I � , , . Q COMPACTED _) I I__ ' ° PERMEABLE STRUCTURAL SOIL BEARING �
<br /> . � ° � o • FABRIC MUST BE FLAT - -� o o D ,- � / � � � � SUBGRADE FABRIC MUST BE FLAT ON SUBGRADE -
<br /> " M I N. � • ° � � ° O N S U B G R A D E F O R F U L L , - i\o' a 4 a' p Wm , FOR FULL WIDTH. CUT FABRIC AT �- � �� a �
<br /> COMPACTED �2�� WIDTH. FABRIC CONTINUOUS THROUGH / 2" � � �2" � EXISTING DRAINAGE TRENGHES (TYP.)
<br /> SUBGRADE M�N SUBSURFACE DRAINAGE TRENCHES (TYP.) �2" �2�� � —# r -��� REHABILITATION NOTE (USE AS NEEDED�:
<br /> � e ° � � � � �` HAND EXCAVATE EXISTING PEA GRAVEL ` �
<br /> \ MIN. � � �o 0 oov Q pa: "'�' DOWN TO SPRINGLINE (MID-LINE) OF LATERAL EV E R �TT
<br /> PEA GRAVEL INSTALLATI�N �
<br /> 4" PERF. CORR. TO FULL DEPTH OF TRENCH „ � �—�� , �-;'_�8 �- � � C� BASEBALL OUTFIELD (6" MIN.) AND BACKFILL WITH 1/4 X 1/8"
<br /> & 2" CROWN. 4 PERF. CORR. POLY. � � � / _ I I_ o o p� � ° �p o WASHED PEA GRAVEL. ANTICIPATE 10 LF IN 10 �r � �L ' �
<br /> POLY. DRAW '
<br /> T U B I N G. (� BASEBALL INFIELD D R A I N T U B I N G S E E � � a � � � L O C A T 1 0 N S (S E E D R A I N A G E P L A N)
<br /> DRAINAGE SHEET FOR -. � =Q. ' �'a .
<br /> �� � �� ��
<br /> NVERT ELEV. INFORMATION � I ° "' ° p° �
<br /> NOTES: � �I—� /
<br /> 1. INSTALL P E A G R A V E L W I T H 2" C R O W N �� � I- ,/
<br /> 2. REMOVE PEA GRAVEL CROWN TO BE FLUSH WITH I /
<br /> SUBGRADE PRIOR TO INSTALLATION OF AGGREGATE -1- -�
<br /> 1 SYNTHETIC TURF FIELD SECTION
<br /> F-2.1 NOT TO SCALE EV E R ETT
<br /> INFILL MATERIAL TO BE
<br /> FLUSH WITH 70P OF CONCRETE M E M O R I A L
<br /> -- GALV. NAIL OR STAPLE
<br /> SYN7HETIC TURF AND STA D I U M
<br /> FINISH GRADE AT TOP S7RUCTURAL FABRIC TO
<br /> INFIELD MIX OF PITCHER'S RUBBER TO BE EDGE ANCHOR BAS E BA L L F I E L D
<br /> FINISH GRADE AT LEVEL 10" ABOVE INFILLED
<br /> INFIELD MIX � FIELD FlNISH GRADE �STNP j ETIC TURF R E P LAC E M E IVT
<br /> TOP OF PITCHER S !
<br /> NATURAL TURF EDGE � RUBBER TO BE FINISH _I
<br /> LEVEL 10" ABOVE " " �'�RqpE
<br /> 5, FIELD FINISH GRADE , r
<br /> I�— I ' , . . . . �Y4��
<br /> 14- 5 —� I�_ 5 �� � . ' :
<br /> FG +10" 6,� FG +10" 6„ � r - . . a . a Q . . a � - a
<br /> c 34" , � 2� � TO RADIUS „ � 2' -••-� 2' � > � . �'p ' � . � 4 Q � U d a � f�
<br /> „ ��� 6 POINT �� 34 » �
<br /> FG +10 6 0 �- �., - �1 � � .s
<br /> — �g�� � ` FG +10" — CLAY — 18'� c,.,, ��.
<br /> FG +9" FG +9"
<br /> » „ BRICKS - , Q ���; :
<br /> F +8 FG +8 �
<br /> F +7" � „ `�
<br /> , , �.
<br /> FG +6" 6 CENTER �FG +6" : �.-.�--
<br /> 6 6 ��.
<br /> , ,
<br /> CIRCLE �
<br /> F + " R9' FG +5" °
<br /> FG +4" � O �
<br /> FG +4" ��
<br /> SOIL BEARING
<br /> ���, �.��
<br /> c, � � � O STRUCTURAL FABRIC
<br /> FG +0" CLAY BRICKS FG +0"
<br /> - 12:1 SLOPE FROM A �� H O G N
<br /> rr 114 lst Avenue South,Suite 110 p.206.285.0400
<br /> 12:1 SLOPE FROM A POINT 6 IN FRONT OF • - � ( �
<br /> POINT 6" IN FRONT OF FIELD MOUND PLAN VIEW BULPEN MOUND PLAN VIEW THE PITCHER'S RUBBER I COMPACTED SUBGRADE
<br /> Seattle,Washington 98104 f.206.2$SA480
<br /> THE PITCHER'S RUBBER TO A POINT 6' TOWARDS
<br /> TO A POINT 6' TOWARDS HOME PLATE 4X4 RECYCLED PLASTIC TIMBER
<br /> IN LENGTHS AS REQUIRED.
<br /> HOME PLATE #6 REBAR 4' O.C.
<br /> CLAY BRICKS BENEATH
<br /> � 1 " INFIELD MIX
<br /> GRADUAL SLOPE TO 4 SYNTHETIC TURF EDGE ANCHOR AT EXISTING CONCRETE PAVING
<br /> 5�_2" - - 2�_�p" —► g' 4' EDGE OF MOUND
<br /> INFILLED � F-2,1 NOT TO SCALE
<br /> PITCHING SYNTHETIC TURF F-2.1
<br /> I cstcrn vc
<br /> RUBBER INFILL MATERIAL TO BE ,
<br /> fi" W OP OF CONCRETE Suite 420 '
<br /> ,. FLUSH ITH T ,�S�c���7W;9j;04
<br /> �_+10„ _ _ _ _ _ _ _ _ _ _ _ _ _ � 6 _ — — — — — — — — — — — ��—�-`�r GALV. NAIL OR STAPLE
<br /> �---�-�y... ��� � SYNTHETIG TURF AND f.20(i.973.5344
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<br /> . ��. " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - _ - -�=�=�= - • _+��
<br /> . • . - - - - - - - - - - - - - - - - - - - - _ _ EDGE ANCHOR
<br /> � INFlLLED
<br /> � � � � _ � � .y - ;T:. _ ...\ _ _ y:. w. yi •1• _
<br /> _ - - - - - - - - - - - - - - - - - - - - - - - - - - —t:..:. - - - - - - - - - - - - SYNTHETIC TURF
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<br /> - — — — — — — — — — — — — — — — — — — — — EDGE ANCHOR F-2.1 -
<br /> 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 , � _
<br /> oF w A sy�
<br /> -� � �—� � �—� � �—� � �—� � � � � �—� � �—� � �—� � �—� � —� � �—� � �—� � �— � �—► � �—� � �—� � � � � �—� � �—� � �—� � �—� � �—� � �—� � ►—� � �—► � � �. . � ...
<br /> . . a . � � a � � � NOTEs: ,�F, ���c�.co�o �!'c�
<br /> 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH Q' �j
<br /> 6" BASE SAND COMPACTED " M X Q " . �U d " � �' POWER—LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN � �v Q �
<br /> 6 I N F I E L D I Z T �. E S T A B L I S H I N G T H E P R O P E R L I N E A N D G R A D E. T H I S T E M P O R A R Y
<br /> SUBGRADE
<br /> � HARDWARE MAY REMAIN AFTER FINAL INSTALL4TION. • •
<br /> SECTION
<br /> + 2 ORERAMNTS�TOONCRETE AN�CHOR NAILSLI�MI IMUML SHANEK DI�METER I5/32", r ti lv
<br /> 2 PITCHER S AND BULLPEN MOUND 9�2°s ° �
<br /> MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A �s+C9�EXP•���2G���
<br /> F-Z.1 NOT TO SCALE MINIMUM 2'� EMBEDMENT. INDIVIDUAL ANCHORS SHALL DEVELOP A
<br /> AP R
<br /> � � MINIMUM 450LB SHEAR, 350L6 TENSION IN 4,OOOPSI CONCRETE AT 2" E A
<br /> �! SOIL BEARING EMBEDMENT.
<br /> � STRUCTURAL FABRIC
<br /> 3. ONCE (NITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE
<br /> SPECIFIED RAM-SET OR POWER-LOAD DRIVEN CONCRETE ANCHORING
<br /> NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS
<br /> . _ � � I I I PRINTED INSTRUCTION AND THE SPECIFIED SPACING.
<br /> , COMPACTED SUBGRADE 4, WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C.
<br /> 4X4 RECYCLED PLASTIC TIMBER MAX., 4-6" FROM ENDS.
<br /> IN LENGTHS AS REQUIRED.
<br /> 6 REBAR 4' O.C. -�PPRGV�U
<br /> # 5. MINtMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH �UBL �ORKS D PA 7MENT
<br /> OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR SUPPLIER, ,�I� �
<br /> 5 SYNTHETIC TURF EDGE ANCHOR AT EXISTING FENCE OR WOOD SLAB WHICHEVER IS GREATER. HORIZONTAL SPACING: No GREATER THAN 2� ��
<br /> .�Y��1�n��-�
<br /> ON CENTER AND 6" FROM END OF ANY LENGTH OF LUMBER. STAGGER r�TE r�`f�������� _
<br /> °��. NOT TO SCALE THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE '7YOFEVF�E' =RMiT
<br /> ��,, EXISTING WALL F'2•1 GALV. NAIL OR STAPLE
<br /> � , SYNTHETIC TURF AND RADIUS PER PIAN ONE—HALF THE FACE OF THE RECYCLED EDGE ANCHOR.
<br /> �
<br /> � D E BY'
<br /> STRUCTURAL FABRIC TO �
<br /> EDGE ANCHOR INFILLED SYNTHEfIC TURF
<br /> F-2.1
<br /> , NSYNTHETIC TURF EDGE � iNF1ELD MIX TO BE FLUSH WITH �TMP�� p� � • � � • �
<br /> � '\ ANCHOR TO EXISTING INFILLED SYNTHETIC SYNTHETIC TURF INFILL � � . • � � .a PERMIT RE-SUBMITTAL
<br /> � waLL F-2.� � � � -
<br /> TURF (TYP.) FINISH FINISH
<br /> �a -
<br /> � � GRADE '.�r'•� GRADE � _ p • � p � � DATE 9-15-17
<br /> � .
<br /> � � F-2.1 =-- . � , , , � � ° _
<br /> �, � TOP COURSE . ° . SCALE NTS
<br /> � ,\ ' ; >: .. , ` FINISH 6" INFIELD � , 4 ' � , D n " PERMEABLE . , � .
<br /> � f.- :,� •GRA . . .
<br /> � � `r: MIX O a � O � _ _ � AGGREGATE � � A �
<br /> ',. ��— T 7 °a . � DRAWN DMD
<br /> � ��. TOP COURSE `--' p
<br /> .� , --��'� PERMEABLE
<br /> ; � � .
<br /> � AGGREGATE 6„ gASE . ...�.�.....�.�.�.,..�.� •.... ... ... .. . ... . �.�..�. . ����. ..�.�: ��.� BASE COURSE �� � CHECKED EJG
<br /> � . ... ._... . .. . . .. .. ... .. Q PERMEABLE
<br /> � V � O SAN D -. , ....::'•.•.,, ''. ...•... .. .,`. . - -, ..'.. ''.'. ..:: COPYRIGHT O 2017 D.A.HOGAN&A550CIATES
<br /> � BASE COURSE �.-.-. . . .. . -� ,-:.. ..;: .'_... - .'.:.•.. .... .... . .. AGGREGATE
<br /> O � ... ... .. .. .. . . .. . _. ... .. ... . ... .. • . .. .. ..
<br /> � PERMEABLE
<br /> � WEDGE ANCHOR POWER LOAD/ RAM-SEf
<br /> oAGGREGATE :-'.'.....--�_'. ... .... .... .. ..•. ' �: :-. ....:-...: ...�:•.::.�.`:�.�:���.�..,�� � STRUCTURAL SOIL
<br /> _ � � � . . .. . .. ... .. . ... ... � - � -. . . .. � PERMEABLE
<br /> a -�:,. - •�.• .. . ,.. ...,., ........ :....... �. ...... . ... . .. BEARING FABRIC TY P I CA L F I E L D
<br /> � .. -.�.�.�. ., . ..... . .. ... .. ....... . .. . ..... . � - - = _ - 21 " 21 " 2� �� 6
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<br /> a� '� PERMEA LE UPP R 2 0 - - - - _ D ETA I LS
<br /> _ SCREW AFTER (NSTALL 10P DUPLEX � - - - - -
<br /> v� \. STRUCTURAL SOIL COMPACTED MIDDLE
<br /> SUBGRADE 50%
<br /> at BEARING FABRIC � �
<br /> �- (2) 2" X 6" RECYCLED PLASTIC TIMBER, NAILS - - - _ - - - - - - _ _ - _ _ _ _ _ _
<br /> , � � KERF CUT AS REQUIRED -�- ♦- - • -
<br /> � ,� - � � � - FOR RADIUS INDICATED �
<br /> U I I I I I I
<br /> „ SHEET
<br /> � C:URVED EDGE ANCHOR ONLY f LOWER 25%
<br /> � SUBGRADE COMPACTED CONCRETE FORM STAKES 24" MAX. O.0
<br /> i� TO 95% MIN.
<br /> � F-2 . 1
<br /> �
<br /> ~ 3 EDGE ANCHOR AT EXISTING WALL 6 SYNTHETIC TURF EDGE ANCHOR AT INFIELD MIX 7 SYNTHETIC TURF EDGE ANCH
<br /> N N�T TO SCALE
<br /> � F-2.1 NOT TO SCALE F-2.1 NOT TO SCALE F-2.1
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