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HomeMy WebLinkAbout2014 08 05 Regular 600 Trotwood Park Improvements PARKS AND RECREATION ADVISORY COMMITTEE AGENDA Informational Consent ITEM 600 Public Hearings Regular X Atiost 5; 2014 Mgr. / Dept. Regular Meeting 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. • Engineered designs were drawn up in 2007 for potential improvements to Trotwood Park which is shown in attachment A. RECOMMENDATION: The Parks and Recreation Department recommends that the Parks and Recreation Advisory Committee consider and discuss potential Trotwood Park improvements. ATTACHMENTS: Attachment A—Trotwood Park Improvements 2007 Design g�G PI S S1' 56.5 SITE SPECIFIC NOTES 8, 02 58 s s 6.11 L gpX P sa L 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 \ 49, THE CONTRACTOR SHALL CONFINE ALL WORK AND DISTURBANCE TO THE LIMITS SHOWN IN NATIONAL ELECTRIC CODE. ALL AREAS THAT ARE NOT TO BE REPAVED. CONTRACTOR TO INSTALL SILT FENCE AS SHOWN 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 - - , 57 0 9 CTI TIC) INSTALLATION OF THE STORM PIPES, MES, AND OUTFACE STRUCTURE. SURROUNDING, EXISTING SOD. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO MATCH % EXISTING AREA (SOD, MULCH). 2. THE EXISTING LIMEROCK / SHELL PARKING LOT IS TO BE EXCAVATED, BACKFILLED 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 IN AREA OF PROPOSED PAVEMENT, CONTRACTOR TO REMOVE SHELL AND - 3 REMIX BASE WITH NEW BASE TO MEET REQUIREMENTS FOR NEW ASPHALT. WATER LINE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT CITY REPRESENTATIVE 4.,g;, PRIOR TO CONNECTION. 3. ALL AREAS DESIGNATED TO RECEIVE FILL ARE FIRST TO BE STRIPPED OF ALL ROOT 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 '9C' EXCAVATED TO CLEAN SAND BEFORE BACKFILLING AND FILLING. PROVIDE T MINIMUM COVER. CONTRACT WINTER SPRINGS UTILITY FOR EXACT LOCATION OF FM �`s S 1 32s s2 e4 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 PLAN. AND ALL DISTURBED AREA MUST BE RESTORED WITH SIMILAR GROUND COVER. PROPOSED TO EXISTING \ yeti 8. CITY TO RETAIN OWNERSHIP OF WOOD UTILITY POLES. 0.02 9. CONTRACTOR TO CONSTRUCT PROPOSED SIDE WALK AT THE SAME ELEVATION AS 59.80 + cPROP OSED PARKING LOT. 2 6000 p IEF S8 E� 0 5 .5 �.� IN - -- _ - 9 7 -53'5 ° 8 41 � C ° S9 6 59.0 S 6 13 S o 59.89 BpXI ' °° S9 59 77 59.53 SAWCUT EXISTING ASPHALT AND REMOVE. �-SGN P�I00 r(P 59,99 Sg 4 TIE PROPOSED TO EXISTING, MATCHING f) RIG g 94 59.77 S EXISTING PAVEMENT ELEVATION AND SLOPE BIDDING INSTRUCTIONS �5 1 /�1 ON ,52.94 THE BASE BID SHALL CONSIST OF ALL MATERIAL AND LABOR TO CONSTRUCT THE ° 56 OO 6 59.2 5 ER LE V P1 SITE IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS INCLUDING THE ° E 3 g EARTHWORK, DRAINAGE AND PAVING IMPROVEMENTS. S9 2 ° 44'R LOCP10 59. 56. PRpPpPS 59.2 ° 59 3 / 20'R X S1' PRO 59.1 CONTRACTOR SHALL TIE PROPOSED O O ►� 5133 KER '69.61 SIDEWALK TO EXISTING. MATCH p,R 5$ ° 1.00 EXISTING GRADE AND SLOPE. Q C9 Ss.9 Out, M° ° � ° ° o° ° \5 X03 0 9 ° ° 59 U-) ° ° 61.20 6 .20 S • � G II ° ° 12' HIGH CLF ALL 51.5 ° ° ° 0,9 1� AROUND. FENCING TO o OOPS 2 b 5 BE BLACK VINYL S GE OF 6 COATING (TYP) G bpsp � GPTION U CONTRACTOR SHALL TIE PROPOSED 2❑ 4 111,1��� 0 2❑ SOD DISTURBED AREAS � 55.1 � � TEL SIDEWALK TO EXISTING. MATCH - W Lt7 6 9 2 PROXIMA � 5 ' .EXISTING GRADE AND SLOPE.-------,, 5 9 8' Q LO LO � \ 96 8 5g AP 60 .6 W 59.50 � 51' 26� � 59 SEE 45 / � � � GjF SPLASH E. 59.2 5 o 7 1�n ^ p,RK � � 0 Al ANS FOR X59.3 S9 3 64 30' R a 60.20 54' R ENCr 1Iv' EXISTING RESTROOM 6 59.83 TE 8 p pI5K510E OF 1 81 TO BE REMODELED. 59• 9 59'2 59.91 J �. . 5T 759 SEE ARCHITECT PLANS •36 S SEE NOT 6 0 NAII- EP 132 56•F °� 2v T 7 SET �S IN #I � % FOR DETAILS ,, FM 9• 5' � Y 37 POSE S 25 56.65 2 09.2 0,5 1 / 58.90 B #��ION �5 S 92 g 42 12o WIER REV GE 56 • 09• 1 10 �' E S EO Y W SH 24.8 1 WP DER 9 51 ATIO 9 4 99 6& S S -7 55' PA CIO 0 S 6' 9 64 EXISTING 5 g.5' -o 6 33 91'4 PAVILLION oa 3 •05 S� 61 9.80 8 6 59. ' P S -2 8 5.9 �� S� S8 0 59.45 59.15 2 -4' SWING 0 4 i PROPOSED GATES A '4' 0 0 I 0 59.65 ` • SILT FENCE 59.60 4 SS S1' JJ S1'8 59.55 $P\\ P�4 59.60 59.31 PROPO 4 5 •0 5 9 TER O = ENNIS CO T F h 1' W pU T IN � _� h N o S 60 WOOD POSTS FDOT TYPE III V�PLL 1 0 2 9 EXISTIN o 9'`3) 65 5�T0 BE REMOVED / o RF'q SILT FENCE NC N 2.10 42 "RCP) 50 56.1 6 's� _ 30 DIA. S LASH PAD o PROPOSED ASPHALT 11 / / �p5929.25 V ` ^61 SS O�c.�q`• 58 S6 \S8 9.49 DRIVEWAY gig. 24 SX v PROPOSED o TENNIS COURT N� 8 o 61 3 0 :. 59: ?s I 410 6� •46 0 4 i S (SEE DETAIL, 50 � 76,6 o 58.81' 96 RE WHEEL YPCAL AOPS 10 A 59.30 . SHEET C -6) 6 U 7 2 5 PAY SPACES. SEE � 61. X725 S8 3 08 DETAILS. `� RI�81 21 0 >> / �y 59.25 1 • � ILION � 51.1 � o 0 5$ � � 03 I \ S -3 59 50 No PpV , §O'� G) S 8.86 PROPOSED co FF 0P0 \ '90 \ \ 0.08 S ER o PARKING SPACES 9 0 0 �� pV 0 S w_ 14 J \ �� 7' S6 v 9• 50'S 51.21 � Y PREP � � 14 IUON ;1• S37 � - `�� 58.9 0 0 10 PROPOSED 5 G S8 S Pv �5g 3 G) 2.01 4 y 52� 1�� vERNPN 2•S4 6' WIDE SIDEWALK o n 0�' 0 15 .4 406 60879 c��\�G( 08.1'6 ��'S 59.50 \ EXISTING A 5�C 56.4 9 � �� ��) 5 ` S -5 O 0 52' 56.5 L� 6 Q9 3 F1' '59'24 3' R (TYPICAL) BASKETTBALL S�0 �P 90 (1.5 5-9 \ ��. Y POLE 59.05 COURT o WOOD POSTS TO BE 0 4 6 6 gRI�GE S ���A Wo N METER 9 04 59.37 S_4 REMOVED (TYP OF ALL) ° 0 70 56 5 b ® 83Fop CE / 85 \ ® 33 BASKETBALL 0 0` 59.37 N � �9. , F9.1 59.52 59.20 �- ° 51' SPLIT RA► F SP pE5 h� ^ LpW C00C 58.33 / 1 STOP SIGN X9.30 SOD THIS DISTURBED AREA 5178 �0 S8 6 G I' o B NTOR \ 5 O WPLK �'_, AND STOP BAR fi 59 2 o O 66 1 J 1 6S 0 ARKIN PLT h PREVE _ 58.47 CONTINENTAL WOOD POSTS TO REMAIN 0 ° TENNIOS CO 51 o L oT PSP 16 5 7 11 1 J- CROSSWALK >� �, - 59 3 O 5 L N S8 58.6 Sg. 11111 �' ° 62 Sj 8 R . 7 S8 S4 Sg 9.54 HW CONTRACTOR SHALL TIE 45 ° 9•� CONTRACTOR SHALL TIE 1.0 ^0 1' 00 5 0 o TO EXISTING EDGE OF o 56. C qi X 58.OTO EXISTING EDGE OF X89 �� P 63 PAVEMENT, MATCHING 35' R o o PAVEMENT, MATCHING o 58 6 GRADE, AND SLOPE , 0 1 9 S h S 57.72 57 X 58.02 57 5 GRADE, AND SLOPE o 2 21 0 57' 4 Y 57.8` H.C. RAMP OR MATCH REMOVE EXIST. ° L P) 0_1%1_j ® ' �� X 8 EXISTING SIDEWALK TO CONCRETE APRON o 058 2 9 54 (18" RC 58 �g�$ - 57 IV 1.4 PROPOSED DRIVEWAY 35'R 1' 51•x"' SEE HANDICAP RAMP DETAIL. -� /�/ �- - 51.63 H.C. RAMP OR MATCH 51 81 14 50 57 8, h 5 T ���••• REMOVE EXISTING EXISTING SIDEWALK TO 51' 2 O 57'49 PNHoL 9,22 SIDEWALK AS REQUIRED PROPOSED DRIVEWAY 57.3 0_ 56.53 M ,5„ P) SEE HANDICAP RAMP DETAIL. -713 M_ 57'32 / ~ pRPINPo /PJIOa (42 RC �T .9 \is 58• P O� V A� 16' 56' 12' o 8.72 o h h Sg 61 . 27 O 59.56 0 W) I IC,S) 09 69 9, 1'0 t�u3 70 66 EXISTING GRADE 62 58 54 50 3 g SQU VP�IQN 5 . Et,E N 0 40 80 GRAPHIC SCALE POINT PARKING SPACES (PAVED) PIPE TYPE 51 PROPOSED SPACES SLOPE ( %) FROM 2 HANDICAP SPACES S -1 S -2 49 REGUALR SPACES ERCP 98 LF STORM INLET SCHEDULE S -1 TYPE "C" INLET FS-__51 MANHOLE ERCP FDOT INDEX 232 RIM EL. 58.50 S -3 GRATE 59.64 N. INV. 56.06 ERCP S. INV. 57.07 W. INV. 56.06 S_2 TYPE "C" INLET S -6 MES ERCP FDOT INDEX 232 FDOT INDEX 272 S -5 GRATE 59.15 INV. 56.00 ERCP S. INV. 56.78 0.2T�d Date N. INV. 56.88 By S_3 TYPE "C" INLET S_7 20' WEIR W/ SKIMMER TROTWOOD PARK IMPROVEMENTS FDOT INDEX 232 WIER EL. 58.20 1117 East Robinson GRATE 58.61 Sheet No. N. INV. 56.57 S. INV. 56.57 E. INV. 56.45 S -4 TYPE "C "INLET FDOT INDEX 232 REVISION TO PLANS PER CITY COMMENTS ACL GRATE 59.05 N INV. 56.63 Drawn by: GM / DGH 0 STORM PIPE SCHEDULE POINT PIPE SIZE (INCHES) PIPE TYPE LENGTH (LF) SLOPE ( %) FROM TO S -1 S -2 12 x 18 ERCP 98 LF 0.20 S -2 S -3 12 x 18 ERCP 108 LF 0.20 S -3 S -4 14 x 23 ERCP 200 LF 0.20 S -4 S -3 12 x 18 ERCP 88 LF 0.20 S -5 S -6 14 x 23 ERCP 8 LF 0.2T�d p( X LEGEND 10 REGULAR PARKING SPACE (20'x 10') PROPOSED T VALLEY GUTTER PROPOSED SIDEWALK POND SECTION A PROPOSED SODDING AREA CONCRETE 713 57 RIvE N PROPOSED WATER W PROPOSED STORM PIPE EXISTING STORM PIPE 5 57- 48 p PROPOSED TYPE III SILT FENCE PROPOSED STORM STRUCTURE 1,._40VH PROPOSED FENCE X 1❑ 30" STOP SIGN AND v 24" STOP BAR 2❑ -� PEDESTRIAN CROSSING SIGN TH -3 No. • BORING LOCATIONS p( X 57.38 _ 4 56.6141 RIMINV X9'6 PROPOSED T VALLEY GUTTER POND SECTION A t CONCRETE 713 57 RIvE N SCALE: 4 4 5 57- 48 p 1,._40VH 57.40 No. Date Revision By No. Date Revision By Designed by: ACL /KTD Date: 2 -7 -07 TROTWOOD PARK IMPROVEMENTS Engineers 1117 East Robinson Sheet No. 10 -15 -0 REVISION TO PLANS PER CITY COMMENTS ACL © Drawn by: GM / DGH Job No. W04132 CITY OF WINTER SPRINGS SEMINOLE COUNTY FLORIDA / surveyors Planners Landscape Architects Environmental Scientists Construction Management Design /Build Street Orlando, Ft. 32801 Phone: 407.425.0452 Fax: 407.648.1036 GRADING PLAN Af z& 1 -14 -08 REVISION PER WATER MANAGEMENT COMMENTS ACL A Checked by: ACL File: GRADING PLAN ALLEN C. LANE, J.R., P.E. REG -# 60144 s e Approved b pp y ACL Certificate of Authorization No. 3215 1 © 2005 Q Q Scale: 1 " =40'