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HomeMy WebLinkAbout2015 05 05 Regular 600 Trotwood ParkPARKS AND RECREATION ADVISORY COMMITTEE AGENDA May 5, 2015 Regular Meeting Informational Consent Public Hearings Regular X Mgr. / Dept. Authorization REQUEST: The Parks and Recreation Department requests the Parks and Recreation Advisory Committee discuss and prioritize park improvements and funding sources at Trotwood Park. CONSIDERATIONS:  Several improvements are being considered at Trotwood Park including:  Improved entrance  Improved paved parking  Pavilion  Practice wall  Connecting the park  Improved sidewalks and crosswalks RECOMMENDATION: The Parks and Recreation Department recommends that the Parks and Recreation Advisory Committee consider and prioritize potential Trotwood Park improvements. ATTACHMENTS: Attachment A – Trotwood Park Paving Plan ITEM 600 C�j PIP - poor, 5 • 26 4 o DARE �5g• �S' h S g 1i 6.72 SQ EVp,T10N •2 ,2 g N 5b.5 0 EL � S� A• SITE SPECIFIC NOTES S8.02 s 6.11 L gOX 1.THE SILT FENCE DEFINES THE AREA TO BE CLEARED AND THE LIMITS OF CONSTRUCTION. 4. ALL ELECTRICAL DESIGN AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE S N, 49 IN THE CONTRACTOR SHALL CONFINE ALL WORK AND DISTURBANCE TO THE LIMITS SHOWN IN NATIONAL ELECTRIC CODE. 8,j j S?3? �� �j ss 534 �? 58• 59•61 4- 2j ALL AREAS THAT ARE NOT TO BE REPAVED.CONTRACTOR TO INSTALL SILT FENCE AS SHOWN h '� ON THE PLANS OR AS REQUIRED TO PROTECT THE EXISTING WET POND DURING 5. FOR ALL AREAS THAT ARE TO BE SODDED,CONTRACTOR TO RESTORE WITH SAME TYPE AS - TI 33 ° INSTALLATION OF THE STORM PIPES, MES,AND OUTFALL STRUCTURE. SURROUNDING, EXISTING SOD. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO MATCH 57.0 9 1 STIG) .38 59.56 0 2.THE EXISTING LIMEROCK/SHELL PARKING LOT IS TO BE EXCAVATED, BACKF EXISTING AREA(SOD, MULCH).ILLED SE 1 IC) WITH CLEAN SAND AND SODDED BEYOND LIMITS OF PROPOSED PARKING LOT. 6. TIE TO EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING ENS (1 ' IN AREA OF PROPOSED PAVEMENT,CONTRACTOR TO REMOVE SHELL AND WATER LINE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE 3 ITER 12 ` REMIX BASE WITH NEW BASE TO MEET REQUIREMENTS FOR NEW ASPHALT. 4, 3.ALL AREAS DESIGNATED TO RECEIVE FILL ARE FIRST TO BE STRIPPED OF ALL ROOT PRIOR TO CONNECTION. S s� M E %53• TCO 6 351 20 ,P STI AND ORGANIC MATTER BEFORE FILLING COMMENCES. DITCHES SHALL BE DEMUCKED AND 7. CONTRACTOR TO RELOCATE EXISTING 2"FM FROM UNDER PROPOSED TENNIS COURT AS SHOWN A'9CF S e pP3 35 g''Y S9'69 �T EXCAVATED TO CLEAN SAND BEFORE BACKFILLING AND FILLING. PROVIDE T MINIMUM COVER.CONTRACT WINTER SPRINGS UTILITY FOR EXACT LOCATION OF FM S S 32s z8q 1 E ,5 35 9•�0 l� 4. THE CONTRACTOR SHALL SOD DISTURBED AREA AROUND THE TENNIS COURT AS SHOWN ON PRIOR TO CONSTRUCTION.CONTRACTOR TO VERIFY TYPE OF EXISTING FM PIPE AND MATCH �o B�j 1 E %53' PLAN.AND ALL DISTURBED AREA MUST BE RESTORED WITH SIMILAR GROUND COVER. PROPOSED TO EXISTING 8. CITY TO RETAIN OWNERSHIP OF WOOD UTILITY POLES. 02 'AC',9(6 9. CONTRACTOR TO CONSTRUCT PROPOSED SIDE WALK AT THE SAME ELEVATION AS S9.80 SIN PROPOSED PARKING LOT. 60 DIRT L S8 E BPS1 15,+P�STIC) 58 3 3 •Op INFIE ,53 So ( s cu' �. 9 7 es9 59.0 SA�cF 0 4o so S6•j3 ° 0 6 S9 8 S 59.4 GRAPHIC SCALE ° gpX 5 L �oO° 9 S9 59.53 SAWCUT EXISTING ASPHALT AND REMOVE. o �-SGN ° P�IpN �.(Pl S9 99 Sg 4 59.77 TIE PROPOSED TO EXISTING, MATCHING 1 IRRIG 0 g) 94 59.77 S EXISTING PAVEMENT ELEVATION AND SLOPEI 5g'10 BIDDING INSTRUCTIONS �5 7 0.3 X ION ,52•94 58.3 THE BASE BID SHALL CONSIST OF ALL MATERIAL AND LABOR TO CONSTRUCT THE SS 6 g.2 LE v r 1 SITE IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS INCLUDING THE ° 00 5 J (V 5 TER E 3� �g 59.0 EARTHWORK,DRAINAGE AND PAVING IMPROVEMENTS. S9' 44 R VY A 0 j Q` S6 ,2 ° D Locpj100 �5g•A 59 48 o s9 S PROPpPSE 59.2 ° 59.3 ,- / 20' RQ ROXIMPT? 9.1 CONTRACTOR SHALL TIE PROPOSED 5 33 ° R P �5 69 67 SIDEWALK TO EXISTING. MATCH p op,RKE 58 ° 0 ° 1.00 S EXISTING GRADE AND SLOPE. �QQOC� 50 O N S FO ° ° o �, oS,9g 0 ° 0 Sg.0 03 CS ° ° 0 61.20 6 .20 S •7 ° II 12' HIGH CLF ALL hh O 5 ° ° S - AROUND. FENCING TO h 0) :(Zs �57 o Ooos 9 2 �� 5 BE BLACK VINYL I_ F W 6 COATING (TYP) G W 1 cp,TIpN CONTRACTOR SHALL TIE PROPOSED ❑2 '� ��I� PARKING SPACES (PAVED) 55' �� TE LO SIDEWALK TO EXISTING. MATCH 5 SOD DISTURBED AREAS ct r 2 IMP f6�' EXISTING GRADE AND SLOPE. ° 0 � \ 51 PROPOSED SPACES IW- to LO 6 96 59 PPRo 59' -_ e �� O 2 HANDICAP SPACES Q Ln Lo LO \ $ GJ P b 9 6 y 59.50 `r_ 49 REGUALR SPACES O 5�26� SPLASH E. �59.6 59•2 SEE NOTE 5 '10 1/ �w ANS FOR 7 P 54' R 0 STORM INLET SCHEDULE 1 ^ R 59.3 S 64 �p' R 60.20 Gr I Iv1 P EXISTING RESTROOM 5 9 36 59.83 S-1 0 DISK E OF 1 TO BE REMODELED. 5g. / 59.2 / / / S_1 TYPE"C"INLET S_5 MANHOLE 0 S►p 1 9 8 9 /- 59.91 / / FDOT INDEX 232 RIM EL.58.50 S p,N ST 6 56.0 ,5 SEE ARCHITECT PLANS 36 S T EE NOT GRATE 59.64 N. INV.56.06 SET N 11B M E#111326 FOR DETAILS ,, FM S 5' Y B#31 POLE 58.25 5 65 j� 2 9.2 8. j 58.90 / Q� S. INV.57.07 W. INV.56.06 UTIEVATION � S 92 9.42 S 129 WIER 1 S_2 TYPE"C"INLET S_6 MES 6 FDOT INDEX 232 FDOT INDEX 272 EL 'S EOGE 5 Y W SH 24 �J 10 _\ j$ �P GRATE 59.15 INV.56.00 S. INV.56.78 WATER 55 9 j051 ATIO 0 e 9.4 S9 82 EXISTING S-7 O N. INV.56.88 L / s 9.6 6 ,33 5 > 4 PAVILLION o i ��� TYPE"C"INLET 3 ?SS 9 6J 9.80 4 ^ ! S_3 FDOT INDEX 232 S-7 WIER ERL.58.201MMER F/Sh/ �� 6 �, 8 �V N. INV.56.57 GRATE 58.61 tic A 5.9 � S� S8 59.45 P S-2 59 15 2-4' SWING Q O S. INV.56.57 O 59.65 PROPOSED GATES q Q� E. INV.56.45 SILT FENCE 59.60 59.31 r� SS S,j 0/(3 59.55 $P\\ P� 59.60 59.31 PROP O 4 4 \ S-4 TYPE"C"INLET JFDOT INDEX 232 h 55•9 •0� WA NT IN � O ,a � ENNIS CO T `� GRATE 59.05 0 N INV.56.63 h h F 0 WOOD POSTS \ SO 3 N 9 S9,3>60.65 S;TO BE REMOVED / ��RFq FDOT TYPE III WAIL 1 0' 2 EXISTIN o 7 SILT FENCE Q STORM PIPE SCHEDULE G NEP1O 42"RGP) 50' 56.1 6,S 30 DIA. S LASH PAD o PROPOSED ASPHALT �� T� 5�8 25 ( SS/pF,� SS 59 49 PROPOSED POINT PIPE SIZE PIPE TYPE LENGTH(LF) SLOPE(%) SS S \ 9� DRIVEWAY 24, �`°`� TENNIS COURT FROM TO (INCHES) Nv :S 67 l 6.3 0 I ` 0 d j �j 46 4 o'-0 58.96 WHEEL STOPS 10 �?8 % (SEE DETAIL, s 2 s 3 12 x 18 ERCP 1 8 LF 0.20 5 6 2 j � 22 5 8 8� l�Y REP TYPICAL ALL 59.30 SHEET C-6) SEE / S-3 S-4 14 x 23 ERCP 200 LF 0.20 U P SPACES. S 5 S •` •9 �i @b 6 ��2 S8 rj � , S-4 S-3 12 x 18 ERCP 88 LF 0.20 6�'X1'� PIGPL RI 1.27 S 30 8•>> �j / DETAILS. 59.25 1 / ILION 51.1 o S8 03 S_3 59.45 S 5 S 6 14 x 23 ERCP 8 LF 0.20 o 08 GpNG P Fv ,9�•�NG) � �S 9o8s PROPOSED � 51 R o PARKING S ACES op.s 9 1 0 S 6 �' o�E EP � S9.J4 `"�''4 ��'3j � � �` .�� 7 5 57.2 Y PR IUON 2 S3 58.90S-6 0 52 G L ply SS j ° S Sg 3PNG) Sj ® 10 PROPOSED "� FERN s� 6'WIDE SIDEWALK 5D �0(3 G 5' 0 8' / o 55 �� � O.gj 5�\�� S8.>6 �9' 59.50 �� EXISTING 56• 49 �`:e ��) 5 S S-5 O LEGEND 52 0. F 9. BASKETTBALL ° � 56.5 �PL� 9 6 9 3 C1 5 �� \� A Y Po�E 24 3 R (TYPICAL) COURT ° c�\0 S 2 �'' 59.05 WOOD POSTS TO BE 10 REGULAR PARKING SPACE(20'x 10') 5 0 6 6'B�GE ��A W00 METER 59.37 S_4 REMOVED TYP OF ALL = I o ( ) PROPOSED SIDEWALK 56 5 6 ® 6 83FO0T BRI 0E S�SS \ N ® 9 04 O3 BASKETBALL o 70 70 o �` 59.37 Cr 16' 56' 12' FEN V_ \ �9, O PROPOSED SODDING AREA S� T RPI CE5 qy NG S6 ,3 59.52 59.20 `.i9.310 SOD THIS DISTURBED AREA 4) SPU 5P h ^ OW GO 3 1 STOP SIGN 0 2 ° 66 66 W PROPOSED WATER S 58 0 6 MG L � o g EVENTOR \ 5 •O WPLK �z,, AND STOP BAR CONTINENTAL WOOD POSTS TO REMAIN �59 PROPOSED EXISTING PROPOSED STORM PIPE 57' o PN - `� `'CROSSWALK O 14 9.3 GRADE EXISTING STORM PIPE 1 5 S �o RP �L� h PR 6 8 16 7 71 ►► ►I8.47 c /J \_. ��ig ) 0 ° TENNIS COURT N S8.S 58. 5 �, = ►►►► o ° 62 62 9 R J 4 t} 9 CONTRACTOR SHALL TIE PROPOSED TYPE III SILT FENCE S�8 6 SS 7 SS 00 58.5 HW CONTRACTOR SHALL TIE4 ° u TO EXISTING EDGE OF o bb �' X 58.( TO EXISTING EDGE OF - \\ MATCHING PROPOSED STORM STRUCTURE \ 89 P 63 PAVEMENT, MATCHING 35 R o {PAVEMENT MATC ° 58 5g 6 9 h 5 57 72 57 X 58.02 5T. GRADE, AND SLOPE 5 -GRADE, AND SLOPE_ 2 O I /)4o 4 POND BOTTOM X PROPOSEDFENCE ST21 ��� 57. 57.8 REMOVE EXIST. 1 H.C. RAMP OR MATCH 30"STOP SIGN AND 8 EXISTING SIDEWALK TO CONCRETE APRON o 2 g 54 54 0 24"STOP BAR �18"RGP) 58.0 �8J$ 5 1\T x 7.4 PROPOSED DRIVEWAY 35' R o 5 �' S7 `�3 2❑ PEDESTRIAN CROSSING SIGN S� 63 SEE HANDICAP RAMP DETAIL. H. . RAMP R MATCH 50 50 �- Y/o 57• C O C 57' '6 J REMOVE EXISTING EXISTING SIDEWALK TO 57'51 74 TH-3 BORING LOCATIONS 3 2 53 0 57.49 PNN�L g•22 SIDEWALK AS REQUIRED PROPOSED DRIVEWAY 57. 56 S P) SEE HANDICAP RAMP DETAIL. 57.13 �X 57.32 N pRPINPGEvP 16g 2"RG P� 57,38 56.6141 GONGRETE R�MIN�, fig' PROPOSED 3'VALLEY GUTTER 0 POND SECTION A 13 57 RISE N 57' S7.48 0 SCALE: 1„_4�VH 4 4 57•40 ' No. Date Revision By No. Date Revision By Designed by: ACL/KTD Date: 2-7-07 Engineers Sheet No. 0 10-15-0 REVISION TO PLANS PER CITY COMMENTS ACL © Drawn by: GM/DGH Job No. W04132 TROTWOOD PARK IMPROVEMENTS Architects surveyors 1117 East Robinson Planners Street 1-14-08 REVISION PER WATER MANAGEMENT COMMENTS ACL Q Checked by: ACL File: GRADING PLAN CITY OF WINTER SPRINGS / Orlando,Ft.32801 GRADING PLAN s Approved b ACL Landscape Architects ALLEN C. LANE,J.R.,P.E. e pp y Certificate of Authorization No.3215 Environmental Scientists Phone:407.425.0452 REG-#60144 Construction Management Fax:407.648.1036 Q Q Scale: 1" =40' © 2005 SEMINOLE COUNTY FLORIDA Design/Build