HomeMy WebLinkAbout6.a. Park Development Plans for Park in Greystone Development �CROSEMO EXECUTIVE SUMMARY
PARKS AND RECREATION COMMISSION
Parks and Recreation Commission Meeting: February 27, 2017
AGENDA ITEM: Park Development Plans for Park in AGENDA SECTION:
Greystone Development Old Business
PREPARED BY: Dan Schultz, Parks and Recreation AGENDA NO.
Director 6 a.
ATTACHMENTS: Park Plans APPROVED BY: dls
RECOMMENDED ACTION: Motion to recommend the City move forward with advertising
the Greystone Park project for bid.
ISSUE
The design team from Loucks and Associates have completed the plans and specifications for the
Gxeystone Paxk project.The plan set is included in the packet fox youY xeview. Please note that the
pla,yground and any sun canopies to be possibly installed with the playground are not part of this plan set
and those items will come to the Commission at a later date.
A copy of the final park concept pla,n that was approved by the Commission is included in the packet for
your refexence as well.
Staff is recommending the Commission appxove the final pla.ns and specs as shown in the packet and
Yecommend that we move forwaxd with bidding the project.
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SWPPP NOTES CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP "
1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING THREE BUILDING ADDITIONS, 24 HOUR RAIN EVENT. ',
SURFACE PAVEMENTS,AND UTILITIES G STABILIZED AREAS:ONCE EVERY 30 DAYS R�""eJ�a'°�°0i�"GanO01�W�°3Pach � (�O�� � �n , ' , . ' ' ,
2. THE INTENDED SEQUENCING OF hL1JOR CONSTRUCTION ACTNITIFS ARE AS FOLLONS. D. FROZEN GROUNP.AS SOON AS RUNOff OCCURS OR PRIOR TO RESUMING � .- � �p� y� � �
CONSTRUCrION.
1. INSTALL VEHICLE TRACKING BMP E INSPECTION AND MAINTENANCE RECORDS MUST BE REfAWED FOR 3 YEARS AFTER FlLING OF . � - '" ' ��' a�` �'`
2. INSTALL SILi FENCE AROUND SITE THE NOTICE OF TERMINATION AND MUST INCLUDE:DATE AND TIME OF ACTION,NAME OF S f - `r �, �--. �� '`-^t - �_ R- VIA.��WJ�.•�,��
3. CLFi1R AND GRUB SRE pER50N(S)CONDUCTING WORK,FINDING OF INSPERIONS AND RECOMMENDATIONS FOR � stmawmnmro _Q - r� tt `t � ^� �
4. STRIPANDSTOCI�ILETOPSOIL � E�}� �,�
CORRECTNE AC�ION,DATE AND AMOUM OF RAINFALL EVEMS GRFATER THAN 0.5 INCHFS IN '��,��������i�� :�" K'� � I r!_-�ti
5. REMOVEPAVEMEMSANDUTILITIFS A24HOURPERIOD.
6. CONSTRUCT STORMWATER MANAGEMENT FACILfTY = Q , - t -�
7. ROUGH GRADE SITE ` � . - - .,µ '
8. IMPORT CLFAN FILL FOR REPLACEMENT AND BALANCE 16. MINIMUM MAINTENMICE �' ���� � Y, � �'� , . µy���
9. INSTALL UTILITIES A. SILT FENCE TO BE REPAIRED,REPIACED,SUPPLEMENTED WHEN NONFUNCTIONAL,OR 1/3 i O� �- '�'`'�'rt � '"�����;�;''�� � ^
10. INSTALL BUILDING FOUNOATIONS FULL;WITHIN 24 HOURS " - !�;
11. INSTALL CURB AND GUTfER B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN RFACHES 1/2 SfORAGE VOLUME � ��u°io1n°� � C.'� -�--"" - - -
,.
12. INSTALL PAVFMENTS AND WALKS REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. x � �%�- .:� '" � s
4
13. FINALGRADESITE - seieaeama¢am�wpmeaaaw j- - -- - a•- *,,.,:' -
14. REMOVE ACNMUTATED SEDU1ENT FROM STORMWATER SYSTEMS C. SEDIMENT REMOVED FROM SURFACE WATERS WITHW(715EVEN OAYS '-� """"""""""""""" ' -,.� i �� -.- a .
15. SEED AND MULCH D. CONSTRUCTION SITE E%Ii5 INSPEQED,TRACKED SEDIMENT REMOVED WRH 24 HOURS. � . � � - .. �`� � _ -
16. WHEN ALL CONSTRUCIION ACTMN B COMPLETE AND THE SITE LS STABILIZED,REMOVE SILT FENCE E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO QN ENGINEER FOR ALL EVENTS �
AND RESEED ANY ARFAS DISTURBED BY THE REMOVAL. GRFATER THAN J4°IN 24 HOURS
3. S�TE DATA: " �' " ' '
AREA OF DISTURBANCE. 4.69 AC V THE SWPPP,INCLUDING ALL CHANGES TO IT,AND INSPECTIONS AND MAINTENANCE RECORDS � . --.�_" � I ,� �
PRELONSTRUCTION UIPERVIOUS ARFA: 0.00 AC MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTNITY BY THE PERMRTEE(S)WHO HAYE �urom�m _� '�,#: -
OPERATIONAL CONTROL OF THE SRE. . -s.�
POST-CONSTRUCTION IMPERVIOUS ARFA 0.51 AC a 0 s�� O . .�
GENERAL SOIL TYPE SEE GEOTECHNICAL EVALUATION REPORT IB OWNER MUST KEEP RECOROS OF ALL PERMRS REQUIRED FOR THE PROJECi,THE SWPPP,ALL '�• �'�°fbOC�'�'^01'�" II
INSPECTIONSANDMAINTENANCE,PERMANENTOPERATIONANDhL11IYTENANCEAGREEMENTS, ,p♦ pNRtqa�4�rusFn
AND REQUIRED CALCUTATIONS FOR TFMPORARY AND PERMANENT STORM WATER MANAGEMENT _-
4. THE LOCATION OF ARFAS NOT TO BE DLSTURBED MUST BE IDENTIFlED WITH FLAGS,STAKES,SIGNS, SYSTEMS THFSE RECORDS MUSi BE RETAWED FOR THREE YEARS AFfER FILING NPDES NOTICE OF ��- v�Ka� :_`�y, =====3 . " �
SILT FENCE,ETG BEFORE CONSTRUCTION BEGINS. TERMINATION. � � . _
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5. ALL DISTURBED GROUND LEFT INACTNE FOR FOURTEEN p41 OR MORE DAYS SHALL BE STABILIZED �9• SWPPP MUST BE AMENDED WHEN: e_ T��� " � ,�%'�c ' � �� `O U C KS
BY SEEDING OR SODDING(ONLY AVAIIABLE PRIOR TO SFPTEMBER 15)OR BY MULCHING OR A. THERE IS A CHANGE IN DESIGN,OPERATION,MAINTENANCE,WFATHER OR SEASONAL - ' - ��r.� �� Y- ` _
COVERING OR OTHER EQUNALENT CONTROL MFhSURE. CONDITIONS THA7 HAS A S�GNIFICAPIT EFFEQ ON DISCHARGE p"�n n m""`°'°""""m°' o e � - _. � f � PLANNING
B. INSPEC�IONS INDICATE THAT THE SWPPP IS NOT EFFEC7NE AND DLSCHARGE LS EXCEEDING CIVIL ENGINEERING
6. ON SLOPES 3:1 OR GRFATFR MAINTAIN SHEEf FLOW AND MINIMIZE RILIS AND/OR GULLIFS,SLOPE WATER QUALIN STANDARDS. . LAND SURVEYING
LENGTFLS GiN NOT BE GRFATER THAN 75 FEET. G THE BMP51N THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT � LANDSCAPE ARCHffECTURE
DENOTES SLOPFS GRFATER THAN 3:1.ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONSLSTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. ENVIRONMENTAL
CONTROL BIANKET IC
7200 Hemlock Lane,Surte 300
19 CONCRETEWASHOUTAREA
Maple Grrne,MN 55369
7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAI A CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN 763.424.5505
DISCHARGE ARE STABILIZED. PROTECTION PER PIAN. www.loucksirx.com
B. CONCRETE WASH-0UT TO BE IDENTIFIED WITH SIGNAGE STATING°CONCRETE WASHOUT Hoirs.
8. TEMPORARY SOIL STOCI�ILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE AREA 00 NOT OVERFILL°. �-tn.cEeanaamaeocF�r+�wronwom�lm�
PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTFMS.TFMPORARY STOCKPILFS C. CONCREfE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER z rons��mY
WITHOUi SIGNIFICANT AMOUNi OF SILT,QAY,OR ORGANIC COMPOUNDS ARE E%EPMT E%:CLEAN IN WASHOUT AREA. °���^�O'
AGGREGATESTOIXPILES,DEMOLITIONCONCRETESTOCKPILES,SANDSTOCI�ILFS. � Z�e�'��'�p�����
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20. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRAQOR TO ��
9. SEDIMENT LADEN WATER MUST BE DISCFWRGED TO A SEDLNENTATION BASIN WHENEVER POSSIBLt. CEASE CONSTRUCTION ACTNITY AND NOTIFY ENGINEER. i nna�rnawcroMvoorosr�mxn�ma acs,i ,��� . �
wa imuc sTnwa
IF NOT POSSIBLE,IT MUST BE TREATED WITH THEAPPROPRIATE BMP'S. w�suisatErum�crtwo 6 ATtAO1FP00CTOSTFIIPoSTHTIHAlBJ.�]]N
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21 PIPE OULTEfS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN
10. SOLID WlSTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL 24 HOURS AFTER CONNECTION TO A SURFACE WATER �, ���-*^n�'b�b�'�^^
REQUIREMENTS. q� MH � "°w,n�.����u""•n�"�•,w°�„ a�b
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22. FINAL STABILIZATION M�' �1"�OT�6 ^•^�Mr^^�^^�d•^^��
11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE FINAL STABILVATION REQUIRFS THAT ALL SOIL DISiURBING ACVTNITIES HAVE BEEN COMPLEfED ••S'�`� w �a����
SITE.RUNOFF MUST BE PROPERLY CONTAINED. AND iHAT DISTURBED ARFAS AkE STABILIZED BY A UNIFORM PERENNIAL VEGETATNE COVER WITH � e„� i°',�
r+
70%OF THE EXPECI�ED FINAL DENSITY,AND TFUIT ALL PERMANENT PAVEMENTS HAVE BEEN ,a!��r;'• � �p� F,�� g�����yy���
12. NO ENGWE DEGRFASING IS ALLOWED ON SITE. INSTALLED.ALL TFMPORARY BMP'S SHALL BE REMOVED,DITCHES STABILI7FD,AND SEDIMENT ��,: / wworx�e � •
SHALL BE REMOVED PROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO
RETURN THE POND TO DESIGN G1PACfTV. 11-4-16 DD Submrttal
13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RFSPONSIBLE FOR e. 1-20-17 Owner's Review
COMPLLINCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT.THE OPERATOR(CONTRACTOR) °'"m`m'"QA 2-21-77 Commission Review
WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B.,PART II.C,PART II.B-F, T3. RESPONSIBILITIES ��Q�
PART V,PART N AND APPLICABLE CONSTRUCTION ACTMTY REQUIRFMENTS FOUND IN APPENDIX A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP NIPLEMENTATION 7� �yP
A,PART C.OF THE NPDES PERMIT AND IS)OINTLY RESPONSIBLE WITH THE OWNER FOR AND THE PERSON RESPONSIBLE FOR INSPEClION AND MAINTENANCE: °'
COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. CONTACT:
COMPANY: i•rorwnvffnmlac
14. fERMINATION OF COVERAGE-PERMITfEE(51 WiSHING TO TERMINATE COVERAGE MUST SUBMIT A pryONE:
1 T TI TO THE MPCA ALL PERMITTEE(51 MUST SUBMIT A NOT WRHIN 30
DAYS AiTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: No�s
��siaaoae i•ma•w�wawsewmolrni oa
taa[o1pt5EamREGaIE M'�1
B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPOPLSIBLE FOR LONG TERM Z �FixE�ran�souw�roras�TO� ••• •
A. FINAL STABILIZATION,PER NPDES PERMIT PARi N.G.HAS BEEN ACHIEVED ON ALL PORTIONS ' '
OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: i�ay,�,y�tlie�,�P��a���a.��
B. TRANSfEROFOWNERSHIPA5DF5CRIBEDINTHEPERMIT. CONTACT: �N,n wweun ���0ymr��`��`��P�`�"��`�
COMPANY. ROCKENTRANCETO SILTFENCE dd»s�i o�iin��������
15. INSPECTIONS PHONE: ■�LOUCKS CONSTRUCf10N SfTE �3� ■�LOUCKS PRE-ASSEMBLED OR 3� '°
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A INITIAL INSPECIION FOLLOWING SILT FENCE INSTALLATION BY qTV REPRFSENTATNE 6 r��c�,s,u
REQUIRED. 24. iHE WATERSHED OISiRICI OR THE QTY MAY HAVE REQUIREMENiS FOR INSPECTIONS OR ASBUILT License No 48303
B. E%POSED SOIL AREAS:ONCE EVERY 7 DAYS AND WITHW 24 HOURS FOLLOWING A 0.5°OVER DRAWINCS VERIfY1NG PROPER CONSTRUCTION OF THE BMPS �+KT�a^TE Date
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DECIDUOUSTREES n�rv COMMONNAME BOTANICALNAME con�r s¢e GROUNDCOVER LEGEND: PLUG LIST: IRRIGATION/WATERING NOTES:
RM 4 RFA SUNSET MAPLE Ace�rubrum'Red Sunset' B&B 2.5'Cal QTY COlAMON NANIE SCIEDRIFIC NAME CANTAII� �
�ta 3 RIVER BIRCH eewla nigra e&s 6 HGT �TURF SEED-2014 MNDOT SEED MIX#25-131 100 BIGLEAF ASiER Aster mec�optry0us PLUG IRRIGATION IS NOT PLANNED FOR THIS SITE. FOR THE HEALTH AND �
CLUMP APPLY AT 220 Ibs/ac. 100 NEW ENOLAND AS7ER Asternovaean�lae PLU6 SURVIVAL OF ALL PROPOSED PLAMINGS,REGULAR WATERING OF THE �
SH 5 SKruNEHONEn.oCUsr Gledimiau�a�antl,os'Skycole e&B 2sca1 1� BLAq4EYEDStJ.SAN �W�feekleh6te PLUG PLANTINGSISRECOMMENDED ,a .�,,, � �
100 PRAIRIE BLAaNGSTAR !Jffin's pyerrostaehya PLUG ' I•°f��v�� . ,da�.
VE 2 VALLEY FORGE ELM Ulmus americena'Valley Forge B&B 2.5'Cel �i-9_ n.�T
w0 2 wrirre oac a,er�,s eiba s&s 2.5•c� �T AREAS SEED-2014 MNDOT SEED MIX#33261 1� PURPLE CONEFLOWER Echi�ea purpvree PLUG TREEGATOR BAG OR APPROVED EQUAL IS TO BE INSTALLED ON EACH
- APPLY AT 35 Ibs/ac 100 WILD BERGAMOT NbneNa Batvlese PLUG TREE FOR ESTABLISHMENT OF PLANTINGS,THE CONTRACTOR IS TO
100 Sh�WY GOLDEMiOD Sopd�o specfosa PLUG REGULARLY WATER NEWLY INSTALLED PLANTINGS DURING PROJECT �,'�ye�,'y�"
EVERGREEN TREES Qiv COMMON NAME BOTANICALNAME COM' si� WILDFLOWER SEED WITH PLUGS- 100 GOLDEN ALEXANDER Zlzla eurea � PLUG CONSTRUCTION. CONTRACTOR TO PROVIDE OWNER WITH WATERING ' p'.,,
AP 2 AUSTRIAN PINE atnus nigre e&B 6'HGT � RANDOMLY INSTALL PLUGS FROM PLUG LIST 21"O.C. 100 YELLOW CQNEFLOWER Retibide pinnate PLUG RECOMMENDATIONS OR WATERING CONTRACT FOR THE 1 YEAR
FULL F-0RM OVERSEED WITH POLLINATOR SEED MIX AVAILABLE FROM 100 PRAIWE SPfDERWORT Tradeseentle braeteeta PLUG WARRANTY PERIOD. '
e5 2 BLACK HILLS SPRUCE Picea glauta'Densate' B&B 6'tiG7 PRAIRIE RESTORATIONS,INC APPLY AT 4 ozsJ1000 sq.ft
FULL FORM
SP 2 SCOTCH PINE Pinus aylvesVis B&B 6'HGT
FULL FORM �
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ORNAMENTALS QTY COMMON NAME BOTANICAL NAME CONT SIZE � '
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HC 3 HARVEST GOLD CRABAPPLE Malus x'Harvesi Gold B&B 1.5°Cal �/ �. �
RS 2 RED SPLENDOR CRABAPPLE Malus x'Red Splendor B&B 1.5'Cal � _ __
TH 2 THORNLESS HAWTHORN Cretaegus aus-gaqi'Inermis B&B 1.5°Cal 2 \ _-_-_-_-_
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SHRUBS QN COMMON NAME BOTANICILL NAME MIN CONT MIN SIZE SPACING � 5 - - - - - -__._:; - - _ I
AD 8 ARCTIC FlRE DOGWOOD Comus saflwa'Artc Fre 5 gal 24'HGT 48'o.c � - - -- -- - - � - -
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&1 4 BWE PRINCE JUNIPER Juniperus har¢ontelis'Blue PriMa 5 gal 18'SPRD 60'a.c 1 _ _ __ – _ _ – _ -_ _ _ _ _ – � � I ' I /+
CD 11 C1�RDINAL DOGWOOD Comus sericea'Cardinal' S gal 24°HGT 120'o.c I � 1 2 RM _ --_- - - - - - � �- - -- -- � �� `O�J�KJ
RV 10 RED FEATHER VIBURNUM Ybumum deMamm 7.N.Selecf 5 gal 24'HGT 120'o.c z I 7 ' SP _-__-__ - � , -__- -_- \� PLANNING
WV '11 WEN7WORTH VIBURNUM Ybumum trilobum Wentworth' S gal 24'HGT 12(1'o.c =___- _ I I WO - ___ _- __- _____ -pF� ___- _ � CML ENGINEERING
GRlSSES QTY COMMON NAME BOTANICAL NAME MIN CONT M�N S� SPAGNG - - - - - - _ _ _ __ - - - - ��l� _ -__ \ LqND$URVEYING
-_�- - - -___ _ ! � Z \ LANDSCAPEARCHITECiURE
FG 15 FEA7HER REED GRASS Calamagrostis acutiflow'Kad Poerater 1 gal 30'o.c ' - - - - - - -- -- - -- - --— - - - - - - - - - - - - - - - 0% - - '- ' BS \ ENVIRONMENTAL
PD 26 PRAIWE DROPSEm Sporobolus heteralepis 1 gal 30'o.c - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 7200 Hemlock Lana,Surte 300
- - - - - - - - - - -�- - - - - - - - - � - -- - - 5 � Maple Grove,MN 55369
_ (___.' - - - - - - _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ •_O,_,. - _ - _ - _ _ _ _ _ RV � 763424.5505
PERENNIALS QN COMMON NAME BOTANICAL NAME MIN CONT MIN 5¢E SaACING - TURF.SEED MIX- __ _ _ ___---- _ - —-___ ___ -__ _ -__ _ \ wwe.laucksirx.com
MS 21 MAY NIGHT SAGE Salvia x sylvestris'May Night' 1 gal 24'o.c ' _�_ _ _ - - - _ - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \
- � - _ - - -_� - - - - - - - - - - - - - - - - - - - - - - - - - �
PF 38 PWE MEADOWBRITE FLOWER Echinacea a'Piwe Meadowbrke' i gal 24'o.a _ - _ - - - ._ - - _ _ _ _ _ _ - _ - __ _ _ _ - -- - - - - - - - /
_'�-'_ _ __ _ - - - _ - - -� I _ _ _ " _ _ ,,, ._ _ __ - _ - - __ - - _ - - _ _ _ - __ _
PS 32 PURPLE EMPEROR SEDUM Sedum'Purple Emperor 1 gal 24'o.c I _ _ __ - _ _ _ _ . _ __ _ - - _ _ _ _ _ - - - _ _ -
SD 35 STELLA D'ORO DAYLILY Hemerocellis x'Stella de Oro 1 gal 24'o.c _' '�i_ _ _ _ _ _ _ _ _ _ 'i':y-_ _ _ _� _ _ _ _ �� p'--� - - - • ' - -TURF - - - - -� � �. /
WC 31 WALKERS LOW CATMINT Nepeta x faasaenli Walkers Low 1 gal 24'o.c _"_�[ �'_ _ _ _ _ _ _ _ 'U� _' _ _ ri_ _ _ _ � - - - -� - - � SEED AAIX- -- - _- -- � � _ / •�• •
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SYMBOL DENOTES TREES THAT - -�- - - - - - -�-_- - - - -- - - - - - - - - - 6 - - - - - - - - - - - �� � µ'�N�•���°°��b
, �", WILL BE INSTALLED BY THE CITY - - - --�- - - - �- - - - - - - - - - ----- F� _-__-0��-' - - - - - - - "���w.,w:,"�,°;;
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50' CONCREfE BASKEfBALL EDGFR FINISH GRADE OF A9AINTENANCE STRIP � ' " �
� COAT WLOR SY5TEM-SEE SPECS SHALL MATCH BASKETBALL COURT GRADE
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BASKETBALL GOAL POST& ',I ',' , � 1 1/2°2331(7YPE 41 A) 3/4°DEPTH CONTROL JOINT EVERY 8'O.C.
� - BRUMINOUS WEAR COURSE
NET ASSEMBLY-SEE DETAIL =- " __ ' ' � TWO(2)�3 CONTINUOUS REBAR p��
, 6' DARK BLUE COLORCOAT - ' �-� 2357 BITUMINOUS TACK COAT s�'�,d�5,; ,,,��.;
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� C„ LIGHT BLUE COLORCOAT I'- - ` _ 7 1/Z°BITUMINOUS NON-WEAR COURSE �� ^ ^�'
COURT LINE LAYOUT TO I I�I �I � � l 6°COMPACTED CLASS 5 AGGREGATE BASE- __ _ _ ,
-'i� SEESPECS =� -�_��_��''���. l:- .;
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LEAGUE STANDARDS -- -- - �� -= COMPACfED SELECT GRANUTAR _ __ - -- - „ �,-.:
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BASKETBALL COURT --- -- - -- �,'2'
PAVING SECTION-SEE
o�r�u� 2 BASKETBALL COURT PAVING SECTION 3 CONCRETE BASKETBALL EDGER
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36° SEEDED OUTFIELD TURF NOTES:
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•ALL CONCRETE CURBING TO HAVE
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1 BASKETBALL COURT LAYOUT —�'; '"' "' � � '' --� LIGHT BROOM FINISH.
�"�—��-�',_1 •PLACE VERTICAL CONTROL)OINTS H4 x 6°REBAR DOWEL 4'O.C. �,� O U C KS
� -- =,= EVERY 8'O.C.
L6-1 �'E��'�o�-0� � ' _-� � '- I -;r-I i= DOUBLEROWOFSOD WD CONCREfEPLAYEDGE. pLANNING
�=I_ �I -�I = AROUND AGLIME INFIELD.CUT [21 A4 REBAR-CONTINUOUS qVIL ENGINEERING
I-I I- - �- IN TO MATCH GRADE OF AGLIME S U R F A C E V A R I E S-S E E P L A N �n��
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=1 �=1 I i-i I,- -I_-I_I = I =1 I ' INFIELD AND SEEDED TURF AREA. ^ . , I.ANDSCAPE ARCHfrECrUaE
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SUBGRADE. �� � ° ;`�,� J-j � --
COMPACTED BASE MATERIAL 'I I'' I I—� I _� I I .• • . •
4°PERFORATED DRAIN TILE.PLACE PEA _ , I -
3°END POST 3°END POSf NSTALLATIONR AND AROUND DURING ' ' — - a.�-�w����>�b�
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CONTRACfOR SHALL SUBMIT ENGINEERED,SIGNED SHOP DRAWINGS,PREPARED BY GEOTEXTILE FILTER FABRIC *"a��''^`,��°�tr
THE FABRICATOR,OF THE COMPLETE BACKSTOP TO BE REVIEWED AND APPROVED BY 12°MIN.DEPTH ENGINEERED WOOD FIBERS `:.;,.°""„�;�,`m°D���
IANDSCAPE ARCHffECf PRIOR TO BEGINNING ANY CONSTRUCTION. a^°"�^�^�"^��"��°'^
CHAIN NET No�s: 7 8"x 18"CONCRETE PLAY EDGER , w;���,���h��
• ALL LINE,END,AND CORNER P05f5 SHALL BE SEf IN CONCRETE FOOTINGS.SIZE L6-1 ��t°'��� • •
$LOPE CONCRETE AND DEPIH AS ENGINEFRED/RECOMMENDED BY FABRICATOR 11-4-76 DD Submrttal
a1-20-17 Owner's Re�new
EDGE OF F0071NG TO BEGIN , • ALL FfIl7NG5 SHALL BE GALVANIZED,PRESSED SfEEL.
AT EDGE OF PAVING SECTION
• TIES SHALL BE 9 GAUGE ALUMINUM,SPACED 12°O.C.MAXIMUM,ON ALL 2-21-17 Cammission Review
�p. HORIZONiAL AND VERIICAL tviFMBERS. tio 12°MIN.DEPTH ENGINEERED WOOD FlBERS.
eASK�iBn�L COURT PAV�NG • ALL POSTS AND RAILS TO BE SS30,GALVAN¢ED STEEL UNLESS INDICATED OTHERWISE. A4 CONT.REBAR
SECTION-SEE DEfA1L • INSTALL FABRIC ON FIELD SIDE OF POST. #4 REBAR 12°O.C:EXTEND 36°
COMPACTED AGGREGATE BASE �a �35 �35 o R1/2° INTO CONCRETE PAVEMENT
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-_ SUBGRADE 20' _ - - r�mr�v�-u
CONCRETE FOOTING PER � 4°PERFORATED DRAIN T1LE.PLACE PEA License No. a6303
1 O J _ - _- GRAVEL UNOER AND AROUND DRAIN TILE ��e
� - I MANUFACTURFR'S _ � - -- -- - DURING INSTALIATION. • • ••
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b j:$. 1-5/S°TOP RAIL G E O T E X T I L E F A B R I C Loucks Pro�ect No. 16063
- NOTE:FINISH I$TO BE MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC Pro�ect Lead PAK
`" TENSION BAR Drewn ey TJF
v . ATENDAND Checkeday TJF
� 4 BASKETBALL GOAL POST&NET ASSEMBLY ' _ eoRrveRaosrs CONCRETE PAVEMENT PROFILE WITH INTEGRAL PLAY EDGER ReviewDate .
t-58°MIDRARtiYP -TIEBANDS� �6-� ��'�"10� ��_� IXISTINGCONDffIONS
� L�1 �����'� FABRIC MESH TO BE.4�UN �-t SRE PLAN
� ' . L4-1.2 GRADING AND UTIIJ'fY�LAN
ALUMINUM COATEDSIEEL WIRE,
9 GAUGE,Z°MESH-SEE SPECS
LS-1 LANDSCAPE PLAN
g PROVIDERESILIENTSURFACINGOVERENTIRERAMPATTHICKNESSDETERMINED L6-1,2,3,4 DEfAILSHEEfS
� 14� 1/2°RADIUS-BOTH SIDES � BY PLAYGROUND MANUFACIURER IF RAMP ECfENDS�NT NG NEERED WOOD FIBER
0 2°CHAMFER AROUND ALL EOGES
� ' 1-5/8°BOTTOM RAIL 6-� 5'WIDE AND 4°THIIX CONCRETE
� 2-ri3 REBAR(CONTINUOUS) Z, REINFORCED WITH 6x6:1.4x1.4 W.W.M.
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ry _- _ - -_} � #4x6°REBARDOWEL-3'O.C.
3 - _ Q 4°DEP�H COMPACTED CONCREfE PIAY CURB•SEE DEfNL
- " AGGREGATE BASE - - . " 6°GRANULAR FILL SUBBASE
� __ __��- _�' COMPACTED OR - - _ r J UNDIST�U BED OR COMPACTED
m -- UND45TURBEDSUBGRADE �g^ CONCREfEMA1N7ENANCESfRIP-SEEDEfNL COMPACTEDAGGREGATEBlSE _ �
COMPACTED OR UNDISTURBE�SUBGRADE SUBGRADE � �
� NOTE:PIACE CONTROL JOINTS 1°DEEP AT EVERY POST LOCATION. FILTER FABRIC
� 5 CONCRETE MAINTENANCE STRIP 9 CHAIN LINK MULTI-USE FIELD BACKSTOP-12'HIGH 10 ACCESSIBLE PLAYGROUND ENTRANCE RAMP �
� L6-1 sc�:,,7e��� L6_� �v4•e��.� L6_� s�:,r�e��.�
_ 1/2°IXPANSION JOINT MATERIAL TEXiURED SURFACE TO MEEf BOTTOM OF BRACKET TO BE HELD 3°BELOW i ' `
' CUT BAIX MATERIAL 1/2° AD.A.GUIDELINES TOP OF CONCRETE SURFACE r
� � I BELOW FINISFI SURFACE W/�p CONCREfE CURB AND PAVING SECTION WALL TOP COVERS(Q7Y:81-COLOR GREEN ;
� ° IXPANSION&CONSTRUCTION JOINT SEE PLAN FOR LOCATION �s' AVAIIABLE FROM WWW.GAGABALLPITS.COM
I i 2°x10°x10'GREEN 1REATED LUMBER(Q1Y:24)
_ ENLARGEMENT'A'_ s %• MEfAL EDGER INSTALLED SO AS NOT TO IMPEDE �' � , �'��
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MATCHIXISfING M - -- _-- •�•��� ^---�-�r,��'-- _--�-' - - � . n.'.Vn1n.�.
3/8°TOOLED COMROL JOINT CURB&GUTTER �S '� ` "-` _ `_ �_ ----"`"`- _ _ ' ' STAKE ALL CORNER BRACKEfS TO GROUND
SEE PLAN FOR LAYOUT USING nA1NLESS SIEEL FASTENERS
4°THICK CONCRETE WALK ACCOR�ING TO MANUFACTURER'S SPECS.
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SM00 fH TRANSITION 4°PERFORATED DHAIN TILE.PLACE PFA ��
EXP.JOWT EVERY 20'MAX OR AS SHOWN FROM PAVFMENT GRAVEL UNDER AND AROUND DURING {��
ON PLAN AND AT ALL CONSTRUC(ION b���� P�N INSTALLATION - _ -
r�Frn,exc��T A,IOINTS,RAMPS,WALLS AND OTHER CAST IRON 24°X24°1RUNCATED GEOTEX7ILE FILTER FABRIC
VERTICAL OBSTRUCfI0N5 DOME PANELS WITH UNPAINTED , i
METAL CORNER BRACKETS-MODEL#:
� _ FINISH 8Y NEENAH FOUNDARY OCl'AGON 30H-COLOR:HUNTER GREEN
- ' - -� -E� ' 6°GRANUUIR FILL SUBBASE (952-0455335)OR APPROVED EQUAL AVNLABLE FROM KMNJ.GAGABALLPITS.COM
-' '=-- ___ �—UNDISTURBED OR COMPACTED SUBGRADE �}�' ATTACH PER MANUFACTURER'S SPECS.
,_, ,�y,r,T, ,_----,�,- �_,_. COMPACTED OR UNDISTURBED SUBGRADE
NOTE: 4 CURB RAMP DETAIL 4°MINIMUMDEPTHENGINEEREDWOOD
STANDARD FINISH TO BE MEDIUM BROOM FINISH PERPENDICULAR TO PEDESfRIAN TRAFFIC. FIBER SURFACE-ADD ALTERNATE TO HAVE 4°
DECORATIVE PAVING TO BE COLORED AND STAMPED WITH INTEGRAL COLOR AND 2 SHAKE ON L6-2 ��3�8���� SECTION DEPTH AGLIME SURFACE.
COLORS.REFER TO SPECS FOR COLORS AND SfAMP. MEfAL EDGER •
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COMPACfED OR UNDISRIRBED SUBGRADE ���,����a�-
6°MIN.ALUMINUMLANDSCAPEEDGER ELEVATION `"""'"'"" `
PRIOR TO PAVING,CQMPLETE TEST ROLL USING A FULLY LOADED 10 YARD 4°COMPAC7ED DEPTFI OF 3/8°MINUS INSIDE LENGIH OF ARC=20.75'
MINIMUM DUMP 1RUCK.OVEREXCAVATE AND BACKFILL WITH SELEC7 �
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SNALL BE USED AT THE DIRECTION OF THE LANDSCAPE ARCHRECT. �,'-= - - - i� i-zai� ow�,�r�s ae��
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PLACE 3'WIDTH OF STRAW EROSION BLANKET ON EACH SIDE OF . _ �,'a„k ". , �I: ' '
ENTIRE LENGTH OF fRAIL.STAKE AS NECESSARY ON ALL SLOPES 3:10R GREATER PLANTING SOIL ' 'V� ' J' ' � , " �/i'
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GENERALNOTFS IRRIGATIOWWATERING NOT ��"`ti��Z' 23/8° .D. i
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID.HE SHALL IRRIGATION IS NOT PIANNED FOR THIS SITE.FOR THE 64 1I6 f
INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONORIONS HEALTH AND SURVNAL OF ALL PROPOSED PIANTINGS, ]Z;�g
REL4TING TO THE NATURE AND SCOPE OF WORK REGUTAR WATERING OF THE PIhNTINGSIS 1 O°3/8 30 3/8 9/1 6'SIGNATURE HEAW DUTY PICNIC TABLE �
RECOMMENDED. MODEL N SG706P I
VERIFY lAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE MANUFACTURFR:WABASH VALLhI' � ������ .;i
ATfENT10N OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH FOR ESTABLISHMENT OF PLANTINGS,THE CONTRAC70R LS PERFORATED PATfERN � , , ,
MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECTS TO REGUTARLY WATER NEWLY INSTALLED PLANTINGS 2 3/8°FRAMEWORK , , ' o ♦ ���j�
LAYOUT. DURING PROJECT CONSTRUCTION.ALL TREFS ARE TO .� -3/8°SCH.40 PIPE � TOP AND SEATS:GREEN PLASTISOL COATING
RECENE GATORBAG OR APPROVE�EQUAL IRRIGATION � FRAMEWORK:BLACK POWDER COATING
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGUlA710N5 BAG AROUND TRUNK CONTRACIOR TO PROVIDE OWNER a. '
GOVERNINGTHEWORKORMNTERV115SUPPLIED. WITHWAIERINGRECOMMENDATIONSORWATERING 1-8�-253-8619 - .' I�I
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CONTRACTOR SHALL PROTECT ALL E%ISTING ROADS,CURBS/GUTTERS, I• 57 7/8 I- 69 3/4 VJVMSALE56JWABASHVALLEY.COM
TRAILS,TREES,lAWNS AND SITE ELEMENTS DURING PlANTING �r �`
OPERATIONS.ANY DMMGE TO SAME SHALL BE REPAIRED AT NO COST COVER PLATE SURFACE MOUM PER �I
TO THE OWNER. MANUFACTURER'S
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CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL �
UNDERGROUNDANDABOVEGRADEUTILITIESANDPROVIDETHE � ' ' � � L6�3 SCALEI/Y=1•-0° �I
NECESSARY PROTECI�ION FOR SAME BEFORE CONSTRUCTION/MATERIAL � CONCRETE PAVING � �
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LANDSChPE ARCHRECT BY OTHERS.CONTRACTOR SHALL VERIFY ANY - �
AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY COLOR:BLACK POWDER COAT 18°MIN. TOP OF CONTAINER SffS FLUSH
LANDSCAPE ARCHITECT OF S4ME. NMNJ.DUMOR.COM 1�800-598-0018 WITH PROPOSED GRADE
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INSTALLED AND MULCHED AS PER MNDOT SPECS. TREE WRAP TO FIRST BRANCH � e EDGER-SEE NOTES OR SPECS.
MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SAFETY FLAGGING-ONE PER WIRE SURFACE MOUNT RESTROOM IN ALL �`�'�'�'�����
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THE SPECIFlED MINIMUM SHRUB HEIGHT OR WIDTH. CONTRACTOR SHALL SUBMR A WRITTEN REQUFST FOR THE - TO PLANTING
ORNAMENTAL TREFS SHALL HAVE NO V CROiCHES AND OWNER ACCEPTANCE INSPEQION OF ALL LANDSUPE AND � Jr PORTABLE RESTROOM
SHALL BEGIN BRANCHING NO LOWER THAN 3'ABOVE ROOT SITE IMPROVEMENTS. - -_'_--` - SEf PIANT ON UNDISTURBED NATIVE SOIL
BALL STREEf AND BOULEVARD iREFS SHALL BEGIN = _ - -- - - - - CONTRACTOR LS RESPONSIBLE FOR TESTING LGr-3 ���"��� ��
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