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2001-05-02 Agenda Packet
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2001-05-02 Agenda Packet
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3 s a m <br /> ` � / \ m � � � <br /> i <br /> _ � � O <br /> a � <br /> I � 3 � � Z <br /> / ' o o g a � <br /> :�-' . � ` � GRAVEL PARKING LOT � <br /> a <br /> � - - - �� - - - p �� <br /> , /,-:'� y �(�) O¢V <br /> / � � / <br /> �. E — E — E — E — E — E W � <br /> a <br /> oN� n <br /> � �o <br /> _ � _ Q W N W b <br /> / : "� �� � � U 2 <br /> w� <br /> �' P.AVED TR,41L N ��� � <br /> �-�- � <br /> o � <br /> • �,/ ' - gW° ; <br /> ' '� r- ---------------- � ao��e <br /> V: i � 6" X 6' WOOD POST �,�WN m <br /> / _ i i gg' 10' SPACING �o� a <br /> � � r � 3 <br /> I I �so4 e <br /> (n o <br /> / � I n = � — — — — — — — — — — — — — — _ _ _ — _ — — 1 �a E <br /> ., � � BUILDING � � 0.00� GRADE W <br /> � � �� — �� � � <br /> —� <br /> � �a_w <br /> ;= , � � <br /> , ',� _ i ' -- -----�--------- ------- � � j , <br /> , �� <br /> „ <br /> � � i � <br /> ` ------ ~ <br /> : ------- <br /> 3�d� a v o <br /> � 4" CLAY/TOPSOIL (t) � g <br /> « — « — S — <G — $—«—$ I <br /> :. � ' — �'s/� s= 12" SAND SUBGRADE (t) o„N �ba z <br /> � � - �— - 4"0 DRAINTILE (TYP.) y^rv �� - <br /> /� � I. .� \� —� �� ' SEE DETAI� 7 BELOW 5 N„ E mm w <br /> � � <br /> CONSTRUCT SHALLOW I � �/d id . � �` e � CROSS SECTION �� 3 �" � <br /> �.-'. �6LL <br /> CATCH BASIN OVER v p� I� ' Q' d �, I . d d � iP EXISTING RINK SECTION �v< b <br /> EX. 15" RCP STORM o �° I � NO SCA�E �„n <br /> SEWER. I ~ �' e � e� � II � i <br /> SPECIFICATION: �n i w � I° e ° 0 3 �" �� � <br /> e <br /> - :a. <br /> -4' DIA. PRECAST CONC. ° Q � ° y T Q � I I e"v� Eo„ o <br /> �n� <br /> o;� - <br /> -APPROX. BUILD 3.5' I �� �� d � � y I ( ) - <br /> u � �d I�� I � LIGHT POLE TYP. ... �. <br /> -INLET CASTING TO v ' �^ 4 � ° � � � � . I ( +�x ��LL o <br /> MATCH STRUCTURE ON I �' Q � P I � �� 4 � � <br /> WESTSIDE OF TRAIL � � HO (�; KEY I.. �� � LLL m � e <br /> -SAWCUT EX. PIPE 7� y � �'� �• <br /> -LUMP SUM PAYMENT ! � Ii� d �I: . y � I � ��Y'- �° <br /> TO INCLUDE- I ��< . I a � ° I I C O N S T R U C T C O N C R E T E c a v a��o . '' <br /> CONNECTION, MATERIALS I � � � . � � i d I I PAVEMENT OVER HOCKEY � Ex. 2 X 72" DASHER BOARDS m2Qa '� <br /> ANO LABOR. cn,-' I a <br /> I �� '�. I � i� I RINK. SEE CROSS ���� � <br /> � � � I I� � i e� � y� SECTION TO RIGHT � I W 3 <br /> @v <br /> � � I�. . a j � °. � � �r c <br /> , � �� � v d �SLOP�: a � I <br /> I;' � � � I 0.20%�, - 0.25%�a �' I <br /> M I I CUT NOTCHES IN <br /> �� ' TYP � 6" CONC, SLAB WITH //4 � 78�� O.C. EA. WAY <br /> I � II :a . i I� � d I I ;;� LOWER DASHER SAWCUT 1 1/2" DEEP JOINTS � 14' O.C. EA. WAY <br /> BOARD FOR DRAINAGE FILL JOINTS WITH SELF LEVELING POLYURETHANE <br /> � � I I e a � . d. ie � i.. d a i i� I I I JOINT SEALANT. <br /> I I� �, i R��� � j� LIGHT BROOM FINISH � <br /> I d I � 4 ,1�� 1/2" EXP. MATERIAL Z <br /> I � 0.207 - 0 25� Q W <br /> � �' a v F-- <br /> ,� �' Q i l� i i � �\� \\� .. � L o� <br /> �' � I � y��i i��i��i�� � � v : � , , Z � � �,_ i ,: � <br /> I �� d �d d � „ � � �//�� ��//��//��//� n.'' 2 :. 4.. ; �..: z �.. t `, z l p Y <br /> � i d I e � •/\ /\/\/\ Z d ¢ a <br /> N ' � < � Q �. °, N i;. ��`�'�`���%;� � z� w <br /> : I, l�. I I � �' ` — Q <br /> � �� � � • �� > � � <br /> a ��' ..�d a �a. �`� 0 2o ao GRADE TO I REMOVE TOPSOIL, DISPOSE W d � w <br /> I� <br /> a � t n ��� �s `_� s ��__ g � ��% Scale in feet AWAY FROM I PER CITY CTION K J w Q� <br /> ' I�� RI N K AT EX. SAND TO REMAIN J E-- �? <br /> � v � NOTCHES I I IN-PLACE ��� <br /> � ADD 2" - 3" GRANULAR � � V <br /> `�" EX. 4"0 PVC DRAINTILE BORROW AFTER TOPSOIL w� � <br /> v� EX. WOOD BOARDS IS REMOVED. COMPACT Z g w <br /> I N AND POSTS TO SURFACE OF SAND. <br /> ° REMAIN IN-PLACE � W � <br /> � U � <br /> � NOTES: I I EX. 6" X 6" WOOD POST � <br /> i m 1. REMOVE EXISTING TOPSOIL FROM HOCKEY RINK. SALVAGE EXISTWG SAND TO USE AS U <br /> = SUB-BASE FOR NEW CONCRETE. <br /> � 2. PROTECT EXISTING DRAIN TfLE DURING CONSTRUCTION. DETAIL � <br /> �, LOCATIONS SHOWN ARE APPROXIMATE. NO SCaLE <br /> � �_ 3. RESTORE CONSTRUCTION AREAS WITH SALVAGED TOPSOIL AND SEED MIXTURE 70A. <br /> a 4. EXISTING RINK DIMENSIONS: 85' X 200' <br /> m 5. PROTECT AND MAINTAIN EXISTING PAVED TRAILS. <br /> 0 <br /> � <br /> I � <br /> / 61601118C801.DWG <br /> SXEET NUUQ[R <br /> � <br /> � C8.01 <br />
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