HomeMy WebLinkAbout2009 02 09 Public Input Attached Shown by Paul GoddardDate: February 9, 2009
The attached was shown to the City Commission
during "Public Input" with Mr. Goddard's
comments, at the February 9, 2009 City
Commission Regular Meeting.
CITY OF WINTER SPRINGS
"PUBLIC INPUT" REQUEST
[ANYONE WISHING TO ADDRESS THE CITY COMMISSION MUST COMPLETE THIS FORM.]
PLEASE COMPLETE THIS FORM IF YOU ARE ADDRESSING THE CITY COMMISSION ON
ANY SUBJECT.
DATE: JC 5 !'vC1 )JO C J
NAME: e i4 s d WC/CA_ri
(Please Print)
ADDRESS: T O 4 ex A Al c(f" /U c
(Please Print)
CITY: CU i P C STATE: f` ZIP CODE: 30 7 C
(Please Print) J
TELEPHONE NUMBER: (407) -�c p 3 C r 3 email: 2 U 1 ✓J A J� /�e p
To address the City Commission on a subject that is not on tonight's Agenda, please complete 1):
1) WHAT SUBJECT WOULD YOU LIKE TO ADDRESS THE CITY COMMISSION ABOUT:
Wa ers c 7
To address the City Commission on an Agenda Item that is on Tonight's Agenda, please complete
2) through 4).
2) WHICH AGENDA ITEM DO YOU WISH TO COMMENT ON:
3) FOR THE RECORD, ARE YOU: IN FAVOR OPPOSED
4) DO YOU WISH TO VERBALLY ADDRESS THE CITY COMMISSION ABOUT THIS AGENDA ITEM?
YES NO, I DO NOT WISH TO VERBALLY ADDRESS THE CITY COMMISSION
NOTES:
a) If you need additional space, please use the reverse side of this form.
b) If you are giving any document(s) to anyone on the dais, the "Original" must be given to the
City Clerk as the "copy of record" and as everyone on the dais should receive the same
information, please provide nine (9) of each document/item to the City Clerk
c) If you are speaking on behalf of a group or organization, you will (usually) be given five (5) minutes to
speak; otherwise, as an individual, you will (usually) be given three (3) minutes to speak.
Revised 09/02/08 Thank you for your participation.
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PARCEL ID.
26-20-30-SAR-OD00-0188
OWNER.
ROY do DEBORAH PUGSLY
ZONING.
T-C: TOWN CENTER
FUTURE LAND USE
T-C: TOWN CENTER DISTRICT
GRAPHIC SCALE
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LEGEND:
CONCRETE WAL'(8 AND PAVEMENT
ASPHALT PAVEMENT
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F.A.R.:
4232.00 SF/31,972.69 SF (0.73 AC) = 0.13
SURROUNDING ZON]NG:
NORTH T-C TOWN CENTER
EAST T-C TOWN CENTER
SOUTH T-C TOWN CENTER
WEST C-2 GENERAL COMMERCIAL
SURROUNDING FUTURE LAND USE:
NORTH T-C TOWN CENTER DISTRICT
EAST T-C TOWN CENTER DISTRICT
SOUTH T-C TOWN CENTER DISTRICT
WEST M-U MIXED USE
SURROUNDING SOILS TYPE % SLOPE
ASTANLA-APOPKA FINE SANDS 5-8%
TAVARES MILHOPPER FINE SANDS 0-5%
euILDINC rvae
FBC TYPE II-B, SPRINKLERED
BUILDING HEIGHT:
31'-1"
PARKING SPACE DATA:
PER qTY OF WHITER SPRINGS CODE 9-277, OFF-STREET
~ PARKING REWIREMENTS
GENERAL BUSINESS AND RETAIL COMMERCIAL. ONE (1)
PARKING SPACE FOR EACH THREE HUNDRED (300) SQUARE
~ FEET OF FLOOR SPACE IN THE BUILDING EXCLUSIVE OF
STORAGE SPACE.
PARKING SPACE: ElOS11NG REQUIRED PROVIDED TOTAL
~ HANDICAP: D 1 1 1
PARKING: 0 12 17 17
TOTAL: 0 13 18 18
GENERAL NOTES
I, CONTRACTOR SHALL COORDINATE N11H URUtt
COMPANIES PRlpt TO ANY CONSTRUCTION
ACPNtt FOR DIG PERMITS, EIECTAICAL PERMITS
OR OTHER PERMITS AS APPUCABIE. CWTRACTOR
Is Aso TD caoflowATE NLLV ~nrH unuTv
COMPANIES ON E%ACT LOCARON OF UNDERCRWNO
UilUiIES AND ANY URUtt ADJUSTMENT REWIRED.
U11UTY COMPANIES SHALL BE N071Flm A MINIMUM
OF THREE MtlRNING DAYS PRIOR TO E%CAVARON.
2 THE LOCARON OF E%ISRNC UDUTES SHOWN W
THESE PLANS MERE DEPICTED FRpI ACNAL FlELD
MEASUREMENTS AND/OA DERIVED FROM RECORD
DRAWINGS. IT IS THE CONTRACTOR'S
RESPONSBIUtt TO CONFlRN THE LOCARON OF
EIOSPNG UPUPES 1D DETERMINE IF 1HERE ARE
ANY CWNCTS WITH THE PROPOSED
CONSIRUCPW AND TO COORDINATE WITH THE
URUtt OMHERS TO AESWIE THESE CONFLICTS.
3. THE 9JBSURFACE INFORMARW FOR THIS PROJECT
WAS OBTAINED FOfl DESIGN PURDOSES ANO MAY
NOT BE AN AOEWATE REPRESENTATION OF
SPECIFlC BptING LOCARWS AT THE RME THE
BORINGS WERE MADE.
4. ANY DIFFERING SITE CONDIPONS FROEI 1HAT WHICH
IS REPRESENIEO HEREON, WHETHER A801L, ON OR
BELOW THE SURFACE OF 1HE GRWND, SHALL BE
BRWCHT TO 1HE IMMEDIATE ATTENTION OF THE
ENGINEER, IN NRIRNC, WITHIN 46 HOURS OF
DISCONERY. NO CLAIM FOR E%PENSES INWRRED
BY THE CW1RAClpt DUE TO SUCH OIFFEPoNC
CONDIRWS WILL BE ALLOMED IF HE OR SNE FAILS
TO PROVIDE THE WRITTEN NORFlCARW.
5. ALL MATERIALS, INSTALLADW AND 7ESDNC SMALL
BE IN ACCORDANCE WITH THE ptt Of N1N1ER
SPRING AND FLORIDA DEPARTMENT OF
1RANSPORTARON STANDARD SPEpFlCAPONS FOR
ROAD ANO BRIDGE CONS1RUCiIW. VMERE DIE
SPECIFlCARONS CONNCT, THE MORE STRINGENT
SPECIFlCARCN SHALL APPLY.
6. THE CONTRACTOR SHALL PRONDE ALL SHEERNC,
SHORING ANO BRACING REWIRED TO PflOIECT
ADJACENT STRUCNRES AND URU11E5 OR MINIMIZE
TRENCH MTOM AS REWIRED. SHEETING AND
SHORING SHALL BE OESIpTED BY A STATE Oi
FLORIDA PROFESSIONAL ENGINEER RETAINED BY
THE CWTRACTpi.
EXISTING SITE SETBACKS
GEOGRAPHIC BUILDING REQUIRED PROVIDED
LOCATION: LOCATION: (IN FEET). (IN FEET):
NORTH REAR N/A 65.89'
EAST SIDE N/A 84.09'
SOUTH FRONT D' - 5' 5.00'
WEST SIDE N/A 7.00'
EXISTING SITE AREA, SF AC
TOTAL PROPERTY SIZE 31,972.69 0.73 100.00
IMPERVIOUS:
BUILDING: 4,232.00 0.10 13.75
CONCRETE: 2,350.76 0.05 6.90
ASPHALT: 10 904 09 0 25 34.35
IMPERVIOUS: 17,486.85 0.40 55.00
PERVIOUS: 14,485.84 0.33 45.00
7. THE CONTRACTOR SHALL ENSURE THAT ALl
REWRED CONSTRUCTION PERMITS HAVE BEEN
OBTAINED PRIOR TO COMMENCING WORN.
8. ALL DEBRIS AND WASTE MATERIALS GENERATED
BY OEMWiION OR SUBSEWENT CONS7RUCRCN
ACRMIIES SHALL BE DISPOSED OFF-p1E IN A
LEGAL MANNER AT AN APPgOVED DISPOSAL
FACIUIY. 1HE CONTRACTOR SHALL OBTAIN ANY
AND ALL PERMITS REWIRED FOR DENp]RON,
CONSTRUCTON MURI( AND HAUUNC WASTE
MATERIAL ALL ASSOCIATED COSTS AND PERMIT
FEES SHALL BE THE RESPONSIBIUtt CF THE
GpTTHADTOR.
9. ANY PUBLIC lANO CORNER, NI7HIN THE LIMITS OF
CONSTRUCTION, IS TO BE PROTECTED. IF A
CORNER MONUMENT IS IN DANCER OF BEING
ALTERED AND HAS NOi VET BEEN PROPERLY
REFERENCED, THE WNTRACTOR SHALL NOTFY THE
ARCHIlEC1 N17HWT OEIAY.
10. COORDINATE VALUES ARE BASED ON A LOCAL
GRID ESTABLISHED BY THE SURVEY
11. ALL REFERENCES R) PROPOSED CONSTRUCTON
INDICATES CON5IHUCRON INCLUDED IN IRIS
CONTRACT.
12. ALL PIPING i0 HANE A MINIMUM Of THREE (3)
FEET COVER UNLESS OTHERWISE NOTED ON PLANS.
13. THE CONTRACTOt SHALL NRNISH, ERECT ANO
MAINTAIN ALL NECESSARY 6TRIPING, TRAFFIC
CONTROL AND SAFETY DENCES IN ACCORDANCE
W1H THE MANUAL ON UNIFORM 1RAFFlC CONTROL
DENCES,' LATEST EOITON, AND THE IATEST
FLOPoDA DEPARTMENT OF TRANSPORTARON
'ROADWAY DESGN STANDARDS.'
14. REFER i0 FDOT ROADWAY AND 7RAFflC DESIGN
STANDARDS Fpt ME FOLLOWING:
A. SILT FENCE (INDE% N0. 10T)
B. TYPE C INLET (INDEX N0, 232)
C. TYPE 0 CURB (INDE% N0. 700)
D. CROSSWALK, STOP RAR (INDE% N0. 17316)
E. PAVEMENT ARROWS (INDE% N0. 17346)
15. THIS PROJECT IS ENTIRELY IN 8000 ZONE '%'
PER FEMA FlRM PANEL i IP02890135
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CONSULTANT
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Certificate ofAUtAonzation No.: 9x{o
REVISIONS
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DATA
DATE.
DESIGN: 01-A06
MAO
D&AWN, MAO
CHECKED' JPII
CADD FILE' CAO SITE PIAN
SCALE: 1'q0'
PROTECT W6{BER
07008
DRAWING NUMBER
C200
T~.azsPro)dusvua aa~1. zcoaeTSRlrozo wzn a Pa.yw.g~cz~ sT6 Fl.ANnwq ~.~. n Aa zcoc of-.oe r^
- NOT FOR CONSIRUL710N
POST (OPTIONS: 2' X 4' OR OPTIONAL POST POSITIONS _
\ ~ " I: 3•LB5/FTIA~IW000; S1EEL I 6' MA%. FILLER FABRIC (IN F,
CONFORMANCE WITH ~ PRINGPLE POST POSI110N
Z p G \ FOO * o o SEC 9B6 FDOi SPEC.) ~ ~FlLTER FABRIC ARO ROW)
'~~ ~ Fp V ~ ~ ~ ~ DEMOLITION NOTES
~~ R ~~S/` R~~ a ~ ~ ~ SILT FLOW
M ~ ~ <(~~~~~"~ ~ ~ ~ ~ ~ ~ I SHARM BE DEMOLISHED, REMOVED FROM SITE,AANDED SPOSEDS IN
`~ ~ S`T~~,9~, P ~~~'~ ,T ELEVATION SECTION AN APPROVED WASTE DISPOSAL AREA.
<, /~ ~r~ 2. UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN
~~ ~ ~ ~ 0 r ~ TYPE III SILT FENCE PLACE AS REQUIRED BY THE UTILITY DEPARTMENT, LOCAL
# ~ ~ ~ ~ \ S~. ~O ~/~ _ ~ ~~ L~ REQUIREMENTS AND THE HEALTH DEPARTMENT. ANY CONDUITS
~ ~ag~ ~~ Rl '~O ~ ~ i L J 9A THAT ARE LEFT IN PLACE SHALL HAVE ENDS SEALED WITH
~ ~~~ ~ ~~ ~~T DF ~' 9p ~ AROUHOB~IiceESOiTOM~H~is LEAN CONCRETE.
SILT ELDW 3. "BUILDING AREAS" SHALL BE CLEANED OF ALL EXISTING
V~ ~ ~ ~,~ ~~~ ~ a1 . ~~' ~_ + ~ --~- PAVEMENT, BUILDING SLABS, FOOTINGS, FOUNDATIONS, UTILITIES
~~~ ~~ ~`~ ~ ~~~~`~ was r _ °~ 4 fiA~~ TYPE lu Blu FENCE ~ AND SEWERS. NO EXISTING IMPROVEMENTS SHALL BE LEFT
-- , ~ a~~~ ~ ~ UNDER PROPOSED BUILDING AREAS.
_, ~~ ~ ~ ~~~ ~~~ ~ ~~ ti ~ ; ~ ~ ~ ® , . ~- 4. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS,
S 9 _ _ ~ NotE: sPACINC FaR TYPE III FENCE To BE IN UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN
~'~ ~~~~ ~~ ` ~~ ~ E~~ ? .,>^ AccoRDANDE wTH Purvs AND sPEaFlCnnoNS REMOVED SHALL 8E BACK FILLED WITH SELECT BACK FILL
~ ~~ ~~ ~~~;~~'°=~~ ~ Qa. ~ G - ;.~ MATERIAL. ALL SELECT BACK FILL MATERIAL SHALL BE PLACED
1 ~ „~ ~~ ~ iii ~ "' E r ;,; AND COMPACTED PER THE REQUIREMENTS OF THE
~~, ~, ~ ~ . R3, ~ SILT FENCE APPLICATIONS
~~~, A~;, ~ x.TS. SPECIFICATIONS AND THE ON-SITE CEOTECHNICAL ENGINEER.
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DEMOLITION LEGEND
o---~o- SILT FENCE
LIMITS OF CLEARING & GRUBBING
DxA9ax raDAC REaxO
WIDtE 4RAOE E%LDDB 11
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ENS1aq PAVFp n
ROAPWL
RL1ER FAERIC
aFDAWHT eAWAU SECTION 1
(STRAW BAIF T}PE 51gWi) -/
SUPRY WAIDI 10 WA9i SPLLWAY
WEELS 6 XECESSARv
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WWR9tl1 RDA
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL
NOTE(S):
1. DIE ENTRINCE SHALL BE N/JNTAINp IN A CONDITION MAT
WLL PREVENT TRACKING ON RONNG Cf SEDIMENT ONTO
PUBIC IdpITS-CF-WAY. THIS MAY REWIRE 70P DRESSING.
REPAIR AND/dt CLEAN WT d< ANY MEA9JRES USED TO RiAP
SEDIMENT.
Z. NHEN NECESSARY, WHEELS SNALL & CLEANED PPoCR i0
ENTRANCE DNtt1 PUBLIC RIC41T-OF-WAY.
3. YMEN WASHING IS REWIRED, IT SHALL RE GONE ON AN
AREA STABUZED NTX CAUSHm STONE 1HAi DRAINS INTO AN
APPROVED SEDWAENT TRAP OR SEDIMENT BA9N.
4. ALL EROSION CONTROL MATERIALS, CONSTRUCDON k
4NNIENANLE TO BE PER APPLICABLE SECRONS OF FDOT
STANDARD SPECIFlCATON X104.
5. USE SANDBAGS, STRAW BALES OR OTHEN APPAOVEO
uETHOD6 TO CNANNELIZE RUNOFF TO BASIN REOUIEO.
6. CWRSE AGGREGATE k FlL1ER FA&iIC TO BE PER SELDOFIS
6 FDOT $f118iAg0 SPECIFlCADON X01 k 8985
REBPECTVi1Y.
NOi FOR CONSIAUCLION
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CONSULTANT
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Certificate ofAulhor'vation NO.:9x8o
REVISIONS
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DATA
DATE: Ot~M08
DESIGN. NAO
DRAWN: M40
CHECKED. ~~
CADD FILE'. CI00 ERO AND DEMO
SCALE: 1 =70
PROTECT NUMBER
07008
ORAWTNG NUh1BER
C100
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