VII(B) Merideth Retail Office Small Scale Site Plan Waivers SS-2003-013 Agenda 05-04-04
Item VII B
„eCentet of Good Ltv
10-
Mayor 4071-7- d' Commissioners
S. Scott Vandergrift Danny Howell, District 1
Scott Anderson, District 2
Interim City Manager - — Rusty Johnson, District 3
V. Eugene Williford IIINancy J. Parker, District 4
STAFF REPORT
DATE: April 23, 2004
TO: The Honorable Mayor and City Commissioners
FROM: Thomas Grimms, AICP, Senior Planno
THROUGH: Russ Wagner, AICP, Community Development Director L gy3
SUBJECT: Merideth Retail Office Small Scale Site Plan Waiver Requests
Project#SS-2003-013
ISSUE:
Should the Mayor and City Commissioners grant a seven (7) waivers for the Merideth
Retail Office Small Scale Site Plan related to building setbacks, access driveway
separation, radii for entrances, 25-foot landscape buffer, number of free-standing signs.
BACKGROUND:
The proposed Merideth Retail Office building will be a one story, 5,500 square feet retail
(3,500 sq. ft.) and office (2,000 sq. ft.) building. The site is located at the southeast
quadrant of the intersection of State Road 50 and Old Winter Garden Road, on a 0.95
acre parcel. The site will have primary access from Central Commerce Lane.
DISCUSSION OF WAIVER REQUESTS:
These seven (7) waiver requests are made by the applicant claiming difficulties due to
the shape and size of the parcel.
Waiver#1 - Request from Minimum Building Setback on Old Winter Garden Road:
A waiver request has been made to reduce the building setback requirement from an
arterial road (Old Winter Garden Road) from 50 feet to 27 feet from the edge of the
existing right-of-way and to 15 feet from the edged of the future widened right-of-way.
Waiver#2 - Request from Minimum Building Setback on Central Commerce Lane:
A waiver request has been made to reduce the building setback requirement from a local
street (Central Commerce Lane) from 25 feet to 15 feet from the edge of the right-of-
way.
Waiver # 3 - Request from Number of Access Driveways within 300 Feet for a Local
Street:
A waiver request has been made to allow two (2) access driveways less than 300 feet
apart (approximately 100 feet apart)on Central Commerce lane, a local street.
Waiver # 4 - Request from Minimum Distance Between Access Driveway and Arterial
Intersection:
A waiver request has been made to allow a reduction in the required minimum distance
of 350 feet between an access driveway and an arterial roadway intersections. Both
access driveways serving the parcel are less than 350 feet. The north entrance is 85
feet from State Road 50 and the south entrance is 163 feet from Old Winter Garden
Road.
Waiver#5- Request from 40-foot Radii Required for Access driveway:
A waiver request has been made to allow a reduction in the required access driveway
radii from 40 feet to 25 feet for both entrances.
Waiver#6 - Request from Minimum 25-foot landscape Buffer Along Primary Streets:
A waiver request has been made to allow a reduction in the required minimum 25-foot
landscape buffer along State Road 50 and along Old Winter Garden Road to 15 feet at
the retention pond edge only, to allow for sodded pond slopes to encroach into the
buffer.
Waiver#7- Request from Maximum of One (1) Free-Standing Sign per Lot:
A waiver request has been made to allow two (2)free-standing signs for this site instead
of one (1)free-standing sign normally allowed per lot.
JUSTIFICATION FOR GRANTING WAIVERS:
To justify all of the waivers, the applicant has indicated that he is dedicating to the City
the 12 feet of additional road right-of-way for future road widening along Old Winter
Garden Road and 25-foot radii at the intersections of S.R. 50 and Old Winter Garden
Road and Old Winter Garden Road and Central Commerce Lane.
Staff supports granting all seven (7)waivers, with the understanding that the additional
road right-of-way is being dedicated to the City of Ocoee as an offsetting public benefit
without impact fee credit of any kind.
STAFF RECOMMENDATION:
Staff recommends that the Mayor and City Commissoners grant to the applicant the
seven (7) waivers for the Merideth Retail Office Small Scale Site Plan, subject to
dedication of the additional road right-of-way with no impact fee credit.
Attachments: Small Scale Site Plan of Merideth Office/Retail
O:\Staff Reports\2004\SR04030 CC.doc
I
WAIVER TABLE (C-2)
COE 5ECION CODE STANDARD
ARTICLE IV
MINIMUM BALDING DEM, AnK
PART F5 (M.3)
FRCA1 ASPIRIN. STREET 15
FOR BOM WIRANCES
M FEET.
ARO= IV
MINIMUM BUILDING SETBACK
PART 4-5 (M.3)
mm LOCAL STREET Is
As DRYTIINO PUBUC 8.mt.
25 FEET.
ARPOE IV
NUMBER CS ACCESS DRII£WA15
PART 4-5 (M.4)
SERVING CONWERq& WIN
&CNG PRIMARY STREETS
FROTTAGE W LESS IHM SFEET
RDNT-OF-WAY ON OLD WNM GARDEN ROAD
AS OFTSEIMG MGM RMEJIT.
IS MAMIiWI OF I FOR A LOCAL
a
STREET.
ARTICLE IV
ACCESS DRIVEWAYS MUST BE
PART 4-5 (M.4)
SEPARATED FEW MISTRIAL
OWNER DEDICATING 12 FEET OF ADDITION&
ROADWAY INIERSECTONS BY
SIGN PER INDMISUAL LOT.
35G RET MINIMUM.
THE SETR K AIMS OLD TANNER
GARDEN ROAD IS 27 FEET FRON
FWWG ROW ANG 15' FROU
PROPOSED ROW.
THE SETBACK ALONG CENTRAL
COMMERCE LANE Is 15 FEET.
PROPOEND TWO MCESS Dfll t AYs
NOW 0EVTR& CWMERCE LANE
GENERAL NOTES CONTE,
12. ALL PIPING TO HAVE A MINIMUM OF THREE (3)
FEET COVER UNLESS OTHERWISE NOTED ON PLANS.
13. THE CONTRACTOR SHALL FURNISH, ERECT AND
MAINTAIN ALL NECESSARY STRIPING, TRAFFIC
CONTROL AND SAFETY DEVICES IN ACCORDANCE
WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES; LATEST EDITION, AND THE LATEST
FLORIDA DEPARTMENT OF TRANSPORTATION
"ROADWAY DESIGN STANDARDS."
14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL
TRAFFIC SHALL BE MAINTAINED. IF, DURING
CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS
CHANGED, THE CONTRACTOR SHALL NOTIFY THE
APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM
OF THREE (3) WORKING DAYS IN ADVANCE.
15. MAINTENANCE OF TRAFFIC SHALL BE IN
ACCORDANCE WITH INDEX NO. 600 OF THE
FLORIDA DEPARTMENT OF TRANSPORTATION
ROADWAY AND TRAFFIC DESIGN STANDARDS.
16. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN
STANDARDS FOR THE FOLLOWING:
A. SILT FENCE (INDEX NO. 102)
B. TYPE C INLET (INDEX NO. 232)
C. TYPE F CURB (INDEX NO. 300)
D. CURB TRANSITION (INDEX NO. 300)
E. CURB RAMP (INDEX NO. 304)
F. CROSSWALK, STOP BAR (INDEX NO. 17346)
G. PAVEMENT ARROWS (INDEX NO. 17346)
17. THIS PROJECT IS IN FLOOD ZONE "X" PER FEMA
FIRM PANEL # 120185 0220 E.
PARKING DATA:
BASIS: 2000 OFFICE SOF - 8 SPACES
3500 RETAIL SOP - 17.5 SPACES
TOTAL REQUIRED - 26 SPACES
REGURI AR ACCESSIBLE TOTAL
REQUIRED: 24 2 26
SPACES
PROVIDED: 24 2 26
SPACES
SITE PLAN INFORMATION:
INTENDED USE: RETAIL/OFFICE
ZONING: C-2 USE RESTRICTIONS
FUTURE LAND USE: COMMERCIAL
TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.0%)
IMPERVIOUS AREA: 18,831 SF / 0.43 AC (45.3%)
OPEN SPACE: 22,747 SF / 0.52 AC (54.7%)
SCS SOILS DESIGNATION: TAVARES (A)
CANER DEdCATNC 12 RET OF AODNICNAL
RICHT-CF-WAY ON OLD WINNER GARDEN ROM
AS OFFSETTING PUBLIC BENEFIT.
ONNFA DENCAPNG 12 FEET OF OPTIMAL
RICHT-OF-WAY ON OLD WNTER GARDEN ROM
M OFFSETTING MOLD BENEFIT.
OWNER DENCATING 12 FEET OF
MDIRCN& RICHT-CF-WAY M CLD
WN1EN FR GARDROM AS CiFSETBNG
PUBUG BERET..
0
N
0
STATE ROAD 50
ARTICLE N
40 FOOT RADII REWIRED
''i fC^! NADH PROPOSED
DOM DEDICATING 12 FEET Of ADMIONAL
PART 6-3 (0.2)
FOR BOM WIRANCES
'.R 30M ENTRANCES
RIGHT-OF-WAY ON OD WRIER DANGER ROAD
As DRYTIINO PUBUC 8.mt.
MNO.E N
25 FOOT VNOOPPE BUFFER
Pf+YJCZ BUFFER TO 17 FOOT MIN.
OVMER OMFCATND 12 FEET OF ADgTIX1AL
ORDINANCE 99-23
&CNG PRIMARY STREETS
Ki .. E RETENTION POND ONLY TO
AILJW FOR .."FWD SLOPES
RDNT-OF-WAY ON OLD WNM GARDEN ROAD
AS OFTSEIMG MGM RMEJIT.
a
TO M(nkO CN I m BUFFER.
ARTICLE NII
ONLY ME (1) FREE STMGNG
TNO (2) FREE STANDING SN.YFS
OWNER DEDICATING 12 FEET OF ADDITION&
ORDNANCE 99-23
SIGN PER INDMISUAL LOT.
RIGHT -CF -WAY OR CTD WRIER GMOEN ROAD
AS OFFEIETMD PUBUC BENEFIT.
m
� s
-6 CON
CONCWALK
!NE
N899601'P 60(�'(P)
N89 -35-0 2M 260.01'(W i C, 1
J 9Xil PARKING
_. WAGES (1YP. Or'III)-� ..
-• •
ADDITIONAL BE DEDICATED E O
GHT INAFOCCEE
pV
t' 10
7j� J3y
? C-3
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BUILDING DATA: N»
TOTAL HEIGHT: 22'
GROSS AREA: 5,500—SF (13.2% OF TOTAL SITE AREA)
NUMBER OF STORIES: ONE—STORY
SETBACKS: REQUIRED PROVIDED
FRONT (N) 50' 78'
SIDE (E) 25' 15 PROPOSED
SIDE (W) 50' 27' PROPOSED
REAR (S) 25' 85'
DRAINAGE DATA:
SITE PERMITTED UNDER SJRWMD PERMIT NO. 42-095-1347
ALLOWABLE IMPERVIOUS: 70% (29,105 SF)
DESIGN IMPERVIOUS: 45.37. (18,831 SF)
RETENTION REQUIREMENTS PER PERMIT IS 3" OVER IMPERVIOUS WHICH IS 4708 CF.
VOLUME PROVIDED - 5205 CF.
DETENTION REQUIREMENTS PRONGED IN THE MASTER STORM SYSTEM.
5,500 -SF TOTAL
-- OFFICE/
COMM./ ELECRO0J
'u RETAIL PANEL „ i)
COMM./mod
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(REFER To :.
C FOR UR NI PLANS
FOR BURNING cPiii m o w
GRAPHIC SCALE
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GENERAL NOTES
/. CONTRACTOR SHALL CC
CIN WALL OCCUR IN ACCORDANCE WITH THE
CONVEYANCE OF RIGHT-OF-WAY INFORMATION ON
SHEET C400.
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Fda �am� ELEVAnoETs
COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY
FOR DIG PERMITS. ELECTRICAL PERMITS OR OTHER
PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO
(T
COORDINATE FULLY WITH UTILITY COMPANIES ON
J
EXACT LOCATION OF UNDERGROUND UTIUTIES AND
a
ANY UnUTY ADJUSTMENT REQUIRED. U'IIUTY
COMPANIES SHALL BE NOTIFIED A MINIMUM OF
THREE WORKING DAYS PRIOR TO EXCAVATION .
Go'
C 2
2.
THE LOCATION OF EXISTING UTILITIES SHOWN ON
THESE PLANS WERE DEPICTED FROM ACTUAL FIELD
4)
a
MEASUREMENTS AND/OR DERIVED FROM RECORD
' CONCH
m
U - "T`'
DRAWINGS. IT IS THE CONTRACTOR'S
I7
RESPONSIBILITY TO CONFIRM THE LOCATION OF
EXISTING UTILITIES TO DETERMINE IF THERE ARE
I
ANY CONFLICTS WITH THE PROPOSED
CONSTRUCTION AND TO COORDINATE WITH THE
y
UTILITY OWNERS TO RESOLVE THESE CONFLICTS.
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3.
THE SUBSURFACE INFORMATION FOR THIS PROJECT
WAS OBTAINED FOR DESIGN PURPOSES AND MAY
NOT BE AN ADEQUATE REPRESENTATION OF
ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION.
INFORMATION SHOWN, INCLUDING WATER LEVELS,
REPRESENTS EXISTING CONDITIONS AT THE
SPECIFIC BORING LOCATIONS AT THE TIME THE
BORINGS WERE MADE.
4.
ANY DIFFERING SITE CONDITIONS FROM THAT WHICH
P F ,
IS REPRESENTED HEREON, WHETHER ABOVE, ON OR
BELOW THE SURFACE OF THE GROUND, SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE
ARCHITECT, IN WRITING, WITHIN 48 HOURS OF
-CROSSWAIX
-
DISCOVERY. NO CLAIM FOR EXPENSES INCURRED
BY THE CONTRACTOR DUE TO SUCH DIFFERING
K _
CENTRAL �.Og
CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS
TO PROVIDE THE WRITTEN NOTIFICATION.
-„' _
5.
ALL MATERIALS, INSTALLATION AND TESTING SHALL
PARKWAY
IN ACCORDANCE WIN CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
e
CONSTRUCTION. WHERE THE SPECIFICAnONS
CONFLICT. THE MORE STRINGENT SPECIFICAnON
'EMPLOYE PARKING ONLY SIGN I
B.
SHALL APPLY.
THE CONTRACTOR SHALL PROVIDE ALL SHEETING,
SHORING AND BRACING REQUIRED TO PROTECT
f,
ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE
TRENCH WIDTH AS REQUIRED. SHEETING AND
SHORING SHALL BE DESIGNED BY A STATE OF
FLORIDA PROFESSIONAL ENGINEER RETAINED BY
THE CONTRACTOR.
/
7.
THE CONTRACTOR SHALL ENSURE THAT ALL
REQUIRED CONSTRUCTION PERMITS HAVE BEEN
OBTAINED PRIOR TO COMMENCING WORK.
8.
ALL DEBRIS AND WASTE MATERIALS GENERATED BY
OEMOUTION OR SUBSEQUENT CONSTRUCTION
If
SHALL BE DISPOSED OFF-SITE IN A
LEGAL MAA NNER AT AN APPROVED DISPOSAL
LEGAL
OW
FACILITY. THE CONTRACTOR SHALL OBTAIN ANY
PERMITS REQUIRED FOR DEMOUTION,
AND ALL
CONSTRUCTION WORK AND HAULING WASTE
MATERIAL ALL ASSOCIATED COSTS AND PERMIT
0
FEES SHALL BE THE RESPONSIBILITY OF THE
1 e.er',Fer.
CONTRACTOR.
.. •.
9.
ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF
}Ur1
P
CONSTRUCTION, IS TO BE PROTECTED. IF A
o
CORNER MONUMENT S IN DANGER OF BEING
I
ALTERED AND HAS NOT YET BEEN PROPERLY
REFERENCED, THE CONTRACTOR SHALL NOTIFY THE
/
C_2
ARCHITECT DELAY.
10.
VALUE
COORDINATE VALUES ARE BASED ON A LOCAL
COORDINATE
GRID ESTABLISHED BY THE SURVEY.
11.
ALL REFERENCES TO PROPOSED CONS1RUCnON
CIN WALL OCCUR IN ACCORDANCE WITH THE
CONVEYANCE OF RIGHT-OF-WAY INFORMATION ON
SHEET C400.
401 W=aIX W. SITE
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iliI,a db, JAK
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pmlat numbe+: o3NERPvu1
Fda �am� ELEVAnoETs
STATE ROAD 50
r \\ \q- NV 120.70
SLOPE TO MATCH EXIST > HDPE O 0.25 fZ•o h
GRADE O 5:1 MAK
/ D
—0S'30 11
TOP FINV N -1237Q\ \ HOPE 010.. f
NW INV 120T7-\ `t
"'.,. S INV. = 120.7'/ v'2o 1 D MAIL,
o�
3 TOP INV. = 124.2-
NW INV.= 120.90 '1
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S. INV. ®120.62
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MATCH EXISTING
S/W GRADE
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CONVEYANCE OF RIGHT-OF-WAY: ®
YAIHIN THAN THE DAIS OF APPROVAL CP A FINAL SITE PUN FOR ALL CR A PORTION OF THE
9Xtt (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, OUT IN
NIT EVENT VIER T
PROPERTY, THE OWNER SHALL DEDICATE AND CONVEY TO THE CITY TWELVE (12) FEET OF LAND LYINO ADJACENT
AND CONTIGUOUS TO, AND ALONG THE ENTIRE LENGTH OF THE PROPERTYS FRONTAGE ON THE EXISTING
RIGHT-OF-WAY FOR OLD WINTER GAROEN ROAD INCLUDING TWENTY-BVE (25) FEET RADII AT THE INTERSECTION
OF STATE ROAD 50 AND CENTRAL COMMERCE UNE TO ALLOW FOR SIXTY (60) FEET OF RIGHT-OF-WAY FROM
TO
IMPROVEMENTS ME
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t.../.�1
-.. ...an
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SLOPE TO MATCH EXIST > HDPE O 0.25 fZ•o h
GRADE O 5:1 MAK
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TOP FINV N -1237Q\ \ HOPE 010.. f
NW INV 120T7-\ `t
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o�
3 TOP INV. = 124.2-
NW INV.= 120.90 '1
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S. INV. ®120.62
T•
MATCH EXISTING
S/W GRADE
\O�
CONVEYANCE OF RIGHT-OF-WAY: ®
YAIHIN THAN THE DAIS OF APPROVAL CP A FINAL SITE PUN FOR ALL CR A PORTION OF THE
9Xtt (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, OUT IN
NIT EVENT VIER T
PROPERTY, THE OWNER SHALL DEDICATE AND CONVEY TO THE CITY TWELVE (12) FEET OF LAND LYINO ADJACENT
AND CONTIGUOUS TO, AND ALONG THE ENTIRE LENGTH OF THE PROPERTYS FRONTAGE ON THE EXISTING
RIGHT-OF-WAY FOR OLD WINTER GAROEN ROAD INCLUDING TWENTY-BVE (25) FEET RADII AT THE INTERSECTION
OF STATE ROAD 50 AND CENTRAL COMMERCE UNE TO ALLOW FOR SIXTY (60) FEET OF RIGHT-OF-WAY FROM
TO
IMPROVEMENTS ME
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REFER TO DEETAIL
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GRADING AND DRAINAGE NOTES
1. ALL GRADING AND SITE PREPARATION SHALL
CONFORM TO SPECIFICATIONS CONTAINED IN THE
PROJECT GEOTECHNICAL INVESTIGATION AND
RECOMMENDATIONS, AND SPECIFICATION SECTIONS
02110 AND 02200.
2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC
DATA, LOCATION OF EXISTING UTILITIES AND ALL
OTHER SITE CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
3. ALL GRADES SHOWN, WITH THE EXCEPTION OF
THOSE INDICATED ON THE SURVEY BASE DRAWING,
ARE FINISHED GRADES UNLESS INDICATED
OTHERWISE.
4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM.
5. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES SHALL BE GRADED TO ORIGINAL
GROUND LINES AND FINISHED WITH SOD PER
PROJECT SPECIFICATIONS UNLESS NOTED
OTHERWISE THE CONTRACTOR SHALL MAINTAIN
ALL AREAS UNTIL FINAL ACCEPTANCE.
6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF
ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO
INSTALLATION OF ROOF PIPING AND ASSOCIATED
FITTINGS.
7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL
STORMWATER PIPE JOINTS AND WHERE ANY
CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE.
JOINTS SHALL BE WRAPPED WITH WOVEN OR
NON—WOVEN FILTER FABRIC WHICH PROVIDES AN
AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM
OF 24 INCHES IN 'MOTH AND A LENGTH
SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF
24 INCHES. SECURE FILTER FABRIC AGAINST THE
OUTSIDE OF THE PIPE BY STEEL OR PLASTIC
STRAPPING, OR BY OTHER METHODS APPROVED BY
THE CITY OF OCOEE. FILTER FABRIC SHALL MEET
THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR
CLASS D GEOTEXTRES.
1' A PROJECT AREA DATA:
TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.)
OPEN SPACE: 22,747 SF / 0.52 AC (54.7%)
SCS SOILS DESIGNATION: TAVARES (A)
V
SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347
ALLOWABLE IMPERVIOUS: 709. (29,105 SF)
1 DESIGN IMPERVIOUS 45.39. (18,831 SF)
\ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF
VOLUME PROVIDED 4752 CF.
DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM.
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CENTRAL COMMERCE
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GRAPHIC SCALE
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M ImE = 20 20 R
GRADING AND DRAINAGE NOTES
1. ALL GRADING AND SITE PREPARATION SHALL
CONFORM TO SPECIFICATIONS CONTAINED IN THE
PROJECT GEOTECHNICAL INVESTIGATION AND
RECOMMENDATIONS, AND SPECIFICATION SECTIONS
02110 AND 02200.
2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC
DATA, LOCATION OF EXISTING UTILITIES AND ALL
OTHER SITE CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
3. ALL GRADES SHOWN, WITH THE EXCEPTION OF
THOSE INDICATED ON THE SURVEY BASE DRAWING,
ARE FINISHED GRADES UNLESS INDICATED
OTHERWISE.
4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM.
5. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES SHALL BE GRADED TO ORIGINAL
GROUND LINES AND FINISHED WITH SOD PER
PROJECT SPECIFICATIONS UNLESS NOTED
OTHERWISE THE CONTRACTOR SHALL MAINTAIN
ALL AREAS UNTIL FINAL ACCEPTANCE.
6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF
ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO
INSTALLATION OF ROOF PIPING AND ASSOCIATED
FITTINGS.
7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL
STORMWATER PIPE JOINTS AND WHERE ANY
CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE.
JOINTS SHALL BE WRAPPED WITH WOVEN OR
NON—WOVEN FILTER FABRIC WHICH PROVIDES AN
AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM
OF 24 INCHES IN 'MOTH AND A LENGTH
SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF
24 INCHES. SECURE FILTER FABRIC AGAINST THE
OUTSIDE OF THE PIPE BY STEEL OR PLASTIC
STRAPPING, OR BY OTHER METHODS APPROVED BY
THE CITY OF OCOEE. FILTER FABRIC SHALL MEET
THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR
CLASS D GEOTEXTRES.
1' A PROJECT AREA DATA:
TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.)
OPEN SPACE: 22,747 SF / 0.52 AC (54.7%)
SCS SOILS DESIGNATION: TAVARES (A)
V
SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347
ALLOWABLE IMPERVIOUS: 709. (29,105 SF)
1 DESIGN IMPERVIOUS 45.39. (18,831 SF)
\ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF
VOLUME PROVIDED 4752 CF.
DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM.
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GRADING AND DRAINAGE NOTES
1. ALL GRADING AND SITE PREPARATION SHALL
CONFORM TO SPECIFICATIONS CONTAINED IN THE
PROJECT GEOTECHNICAL INVESTIGATION AND
RECOMMENDATIONS, AND SPECIFICATION SECTIONS
02110 AND 02200.
2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC
DATA, LOCATION OF EXISTING UTILITIES AND ALL
OTHER SITE CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
3. ALL GRADES SHOWN, WITH THE EXCEPTION OF
THOSE INDICATED ON THE SURVEY BASE DRAWING,
ARE FINISHED GRADES UNLESS INDICATED
OTHERWISE.
4. INLET AND MANHOLE ELEVATIONS ARE TOP OF RIM.
5. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES SHALL BE GRADED TO ORIGINAL
GROUND LINES AND FINISHED WITH SOD PER
PROJECT SPECIFICATIONS UNLESS NOTED
OTHERWISE THE CONTRACTOR SHALL MAINTAIN
ALL AREAS UNTIL FINAL ACCEPTANCE.
6. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF
ALL TIE—INS TO ROOF DRAINAGE PIPING PRIOR TO
INSTALLATION OF ROOF PIPING AND ASSOCIATED
FITTINGS.
7. WRAPPED JOINTS SHALL BE PROVIDED FOR ALL
STORMWATER PIPE JOINTS AND WHERE ANY
CONCRETE PIPE ENTERS OR LEAVES A STRUCTURE.
JOINTS SHALL BE WRAPPED WITH WOVEN OR
NON—WOVEN FILTER FABRIC WHICH PROVIDES AN
AOS OF A NO. 70 TO NO. 100 SIEVE, A MINIMUM
OF 24 INCHES IN 'MOTH AND A LENGTH
SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF
24 INCHES. SECURE FILTER FABRIC AGAINST THE
OUTSIDE OF THE PIPE BY STEEL OR PLASTIC
STRAPPING, OR BY OTHER METHODS APPROVED BY
THE CITY OF OCOEE. FILTER FABRIC SHALL MEET
THE REQUIREMENTS OF FOOT INDEX NO. 199 FOR
CLASS D GEOTEXTRES.
1' A PROJECT AREA DATA:
TOTAL SITE AREA: 41,578 SF / 0.95 AC (100.09.)
OPEN SPACE: 22,747 SF / 0.52 AC (54.7%)
SCS SOILS DESIGNATION: TAVARES (A)
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SIZE PERMITTED UNDER SJRWMD PERMIT N0. 42-095-1347
ALLOWABLE IMPERVIOUS: 709. (29,105 SF)
1 DESIGN IMPERVIOUS 45.39. (18,831 SF)
\ RETENTION REQUIREMENTS PER PERMIT IS 3' OVER IMPERVIOUS WHICH IS 4708 CF
VOLUME PROVIDED 4752 CF.
DETENTION REQUIREMENTS PROVIDED IN THE MASTER STORM SYSTEM.
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