HomeMy WebLinkAbout2003 08 25 Regular B Final Engineering/Site Plan for the Dollar General Store
COMMISSION AGENDA
ITEM B
CONSENT
INFORMATIONAL
PUBLIC HEARING
REGULAR X
August 25.2003
p & Z Meeting
MGR. /~ /Dept. /~
Authorization
REQUEST: The Community Development Department presents to the City Commission, the
final engineering/site plan for the Dollar General store with the removal of 4
healthy specimen trees.
PURPOSE: The purpose of this agenda item is to present the final engineering/site plan (with
removal of 4 healthy specimen trees) for an 8,125 square foot Dollar General store
on a 1.355 acre site, located on the north side of SR 434, west of Sheoah
Boulevard and immediately east of the existing Winter Springs Golf Club and
immediately west of the existing Sheoah Section 1 dwellings.
APPLICABLE REGULATIONS:
Ordinance No. 2002-08 (amending Chapter 5 of the City Code)
Sec. 9 - 26. Maps, engineering plans and plats to be submitted in
preliminary and final form.
Sec. 9 - 71. When final development plan is to be filed; extension.
Sec. 9 - 72. Processing of final plans.
Sec. 9 - 73. Form and contents of final development plan.
Sec. 9 - 74. Action on final development plan; expiration of approval.
Chapter 20, Division 3. General Design Standards For Redevelopment
District (Sec. 20 - 240 thru Sec. 20 - 512)
1
August 25, 2003
Regular Item B
Page 2
CONSIDERATIONS:
This 1.355 acre site has a Commercial Future Land Use designation and C-l
Commercial zoning. It also lies within the SR 434 Redevelopment District. No
state or federally listed plant or animal species are known to inhabit or use the
site. The site does not contain any wetlands and is not located within the 100 year
floodplain. The site contains a number of large trees, including specimen trees
(pursuant to Ordinance No. 2002 - 08, specimen trees are those trees that are at
least 20 inches in diameter, as measured at 8 inches above the adjacent soil level).
A large treed area is proposed to be remain as such, although approximately 25
trees will be removed from the site, including 4 healthy specimen trees (a 44" oak
is not healthy and is not counted, a 36" oak, a 30" oak, and two 20" oaks - another
tree to be removed is depicted as a 20" oak is actually a camphor tree, which is an
invasive exotic species). The site design has been modified from its original
design in order to preserve even more trees than were originally proposed to be
saved (approximately 35 existing trees to be preserved, including 7 specimen
oaks). Brazilian pepper trees (invasive exotic) are growing in the south-west
comer of the site need to be properly removed along with the camphor tree.
The store has been designed as far away from the existing apartments as possible.
The required 6 foot tall masonry wall is proposed between the site and the existing
apartments (wall to be field-adjusted to minimize the impact on existing trees to
remain - see note 14 on sheet 4). Most ofthe trees that will remain are located
between the store and the adjacent apartments and should significantly help buffer
the apartments from the store. A 10' wide landscape easement, adjacent to the SR
434 right-of-way has been conveyed to the City in conjunction with the State
Road 434 Landscape and Beautification Project.
A site lighting plan is enclosed in the site plan package (sheet 5B), including a
photometric plan that demonstrates no off-site light spillage. Fixtures are down-
ward directed, located a maximum of 20' above the adjacent grade. Any
significant alteration of or deviation from this lighting plan requires City
Commission approval (see Lighting Notes on sheet 5B).
Staff required a traffic study. The traffic study has been reviewed by the City's
traffic consultant - no traffic concurrency issues or public safety issues were
identified and no off-site or additional on-site traffic improvements were deemed
necessary.
Chapter 9 of the City Code requires one parking space per 300 square feet for
retail uses. The site is proposed with 28 spaces (2 handicap accessible), pursuant
2
August 25, 2003
Regular Item B
Page 3
to code. A bike rack to accommodate 2 bikes is proposed near the front door (see
note 16 on sheet 4).
The building is proposed with masonry walls on all 4 sides, pursuant to the
requirements of Section 20 - 489 of the City Code. The lower portion is proposed
to be split face block while the upper portion is proposed to be smooth face block.
The plan depicts the location of the proposed monument sign, at least 15 feet from
the right-of-way line. Note 9 on sheet 4 states that all signage must meet the SR
434 Redevelopment District requirements.
The dumpster enclosure detail depicts a 6 foot tall masonry wall and wooden gate.
In the event that a taller dumpster will be provided by the waste hauler, the height
ofthe dumpster enclosure must be revised to screen the dumpster.
FINDINGS:
I) The site is zoned C-l Commercial, has a Commercial Future Land Use designation, and lies
within the SR 434 Redevelopment District.
2) A Dollar General store is a permitted use in the C-l zoning district.
3) The proposed site plan is consistent with the Comprehensive Plan and City Code of
Ordinances.
4) Traffic volume and movements have been analyzed and found acceptable by traffic engineers
employed by both the applicant and the City.
5) The applicant must provide permits from the FDOT, SJRWMD, and FDEP, provide a copy of
the construction schedule, and provide a 1 percent inspection fee prior to any pre-construction
conference or commencing any site work (site work may commence without FDEP permit, but
no potable water or sanitary sewer may be installed prior to FDEP permit).
6) Any significant change in the site lighting plan must be referred back to the City Commission
for their review and approval (just as any other significant change to the site plan).
PLANNING & ZONING ACTION:
At its regularly scheduled meeting of August 6,2003, the City of Winter Springs Planning and
Zoning Board recommended the site plan and the removal of 4 healthy specimen trees be
approved.
3
August 25,2003
Regular Item B
Page 4
RECOMMENDATION:
The Planning and Zoning Board and Staff recommend approval for the Dollar General final
site/engineering plans and the removal of the 4 healthy specimen trees, subject to the conditions
set forth and referenced in the "Findings" section, above (i.e. Findings No.5 and 6).
ATTACHMENTS:
A. Highlands letter
B. P&Z Minutes
C. Final Site Plan
CITY COMMISSION ACTION:
4
Jan Palladino
-. --
ATTACHMENt A-
From:
Sent:
To:
Helga Schwarz [schwarzwald@cfl.rr.com]
Tuesday, June 17, 2003 9:28 AM
John Baker; John F. Bush; Robert Miller; Michael Blake; Edward Martinez; Sally McGinnis;
dmcfeod@cfl.rr.com; Ron McLemore; 'Anthony Garganese - City Attorney of Winter Springs';
'Highlands Homeowners Assoc'
David Afamina; Mike Noland; Tim Lallathin
Highlands Board of Director Requests for Dollar General Store
Cc:
Subject:
Dear Mr. Baker:
As I discussed with you on Friday, June 13th and with Police Chief Kerr on the same day,
the Highlands Board of Directors would like to make specific requests regarding the
development of the Dollar General store (herein DG) on SR434 next to the Sheoah I
Condominiums/Highlands entrance as it proceeds forward. The Board understands that Dollar
General is the owner of record for the parcel as of April 2003. Given this fact, the Board
would like to ensure that everything possible is done to minimize the negative impact of
the store in relation to the surrounding area, mainly the Sheoah I Condominiums; the
greater Highlands community itself; and the Winter Springs Elementary School.
l)The Board would like the applicant to perform a traffic study to determine direct
impacts of traffic at the corner of SR434 and Sheoah Boulevard/Winter Springs Elementary
School entrances. This traffic study should also include predictions of traffic flow onto
Sheoah Boulevard or into the school parking lot due to the inability of doing a U-turn at
Sheoah for any eastbound SR434 traffic that wishes to turn westbound to enter DG's parking
lot. This will be necessary when FDOT installs the raised medians on SR434 and in the
event DG does not have a median cut.
2)The Board would like that all established trees and plants remain within and around the
buffer zone on the east side property line between Sheoah I and the DG property and the
north back property line between DG and the golf course property as much as possible.
3)The Board would like lighting to be restricted within and around these two buffer zones.
The Board would like all lighting to be non-intrusive to the Sheoah I Condominiums meeting
only the minimum allowable State of Florida standards for lighting of in public areas.
4)The Board would like that the buffer wall along the east side property line between DG
and the Sheoah I Condominiums and, if applicable, the back property line of the parcel
between DG and the golf course property to be constructed of brick, the new gold-standard
established by the City of Winter Springs Commission' for publicly viewed areas.
5)The Board would like all construction of buildings, parking, signage, and lighting to be
aesthetically pleasing and compatible to the surrounding area (Sheoah I Condominiums and
Winter Springs Golf Club). Premium landscaping should be required.
6)The Board would like a minimum amount of signage on the property, with the restriction
of neon signs and other obtrusive signs specified
7)The. Board would like all laws applicable to noise be followed when outlining the store's
hours of operation. The Board would like the dumpsters to be located as far as possible
from the Sheoah I Condominiums.
8)The Board would like that the building and site plans meet or exceed all police and fire
safety standards and any post-September 11th safety measures.
9) The Board would like at least two-business day prior notification when the applicant's
preliminary and final site and building plans are submitted for approval to the Board of
Adjustment (if applicable); Planning & Zoning Board; and City Commission by emailing the
Board of Directors at the Highlands email at highlandshhoa@aol.cpm.
Please submit this email with the meeting packages for the members of all Boards that may
hear this matter as part of the review, approval, and/or appeal process as well as the
packets distributed to the City Commission and Mayor each time it is scheduled for review
1
and approval at the City Commission regular and special meetings.
Please send all responses or questions directed to my attention at the
highlandshhoa@aol.com email address. Please do not respond to my personal
(home) email address.
Respectfully submitted,
Helga Schwarz, President
Highlands Homeowners' Association
2200 Shepard Road
Winter Springs, FL 32708
407-327-0640
2
ATTACHMENT B CITY OF WINTER SPRINGS
.. - - , _ PARTIAL MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING - AUGUST 6, 2003
PAGE60F7
VOTE:
BOARD MEMBER KARR: AYE
BOARD MEMBER POE: AYE
VICE CHAIRPERSON KREBS: AYE
CHAIRMAN BROWN: AYE
MOTION CARRIED
REGULAR
D. Final Engineering/Site Plan Approval For An 8,125 Square Foot Dollar General
Store On An 1.355 Acre Site Along The North Side Of State Road 434, Between
Sheoah Boulevard And The Winter Springs Golf Club.
Tape 2/Side B
"MR. CHAIRMAN, I RECOMMEND APPROVAL OF THE FINAL PLANS OF
THE DOLLAR GENERAL STORE." MOTION BY BOARD MEMBER POE.
SECONDED. DISCUSSION.
VOTE:
BOARD MEMBER KARR: AYE
BOARD MEMBER POE: AYE
VICE CHAIRPERSON KREBS: AYE
CHAIRMAN BROWN: AYE
MOTION CARRIED
VI. REPORTS
Discussion.
VII. ADJOURNMENT
Chairman Brown entertained a "Motion for Adjournment".
"MOTION TO ADJOURN." MOTION BY BOARD MEMBER POE.
SECONDED BY BOARD MEMBER KARR. DISCUSSION. WITH CONSENSUS
OF THE BOARD, THE MOTION WAS APPROVED.
MOTION CARRIED.
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CITY OF WINTER SPRINGS
PARTIAL MINUTES
PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
REGULAR MEETING - AUGUST 6, 2003
PAGE70F7
With consensus of the Board, Chairman Brown adjourned the Meeting at 9:38 p.m.
RESPECTFULLY SUBM1'ITED BY:
HOllY N. PIERSTORFF, ASSISTANT TO THE CITY CLERK: AND
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NORMA PARDO
ASSISTANT TO THE CITY CLERK
APPROVED:
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PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY
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\dvisory Boards and Conunittees\Planning and Zoning Board - Local Planning Agency\aII1\MINUTES\080603 PARTIAL
REGULAR,doc
NOTE: These Minutes were approved at the
, 2003 Planning And Zoning BoardlLocal Planning Agency Meeting.
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Date: 082503
The following was handed out to the City
Commission during the discussion of Regular
Agenda Item "B" on 08/25/03.
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· SURVEYORS · PLANNERS
PLANS
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STATE ROAD
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VICINITY MAP
SECTION 33,
TOWNSHIP 20 SOUTH,
RANGE 30 EAST
SEMINOLE COUNTY, FLORIDA
OF:
WINTER SPRINGS
SEMINOLE COUNTY, FLORIDA
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INDEX
COVER SHEET
BOUNDARY AND TOPOGRAPHIC SURVEY
DEMOLITION PLAN
SITE PLAN
DRAINAGE & UTILITY PLAN
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DETAIL SHEET
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ALL MATERIALS AND WORKMANSHIP SHALL BE TO F.D.O.T.
STANDARDS AND AS DESCRIBED IN WINTER SPRINGS LAND DEVELOPMENT
CODE REGULATIONS, AND IIN ACCORDANCE WITH THE CITY
COUNTY AND OR STATE TECHNICAL STANDARDS AND SPECIFICATIONS
FOR GRAVITY SEWERS, FOR'CE MAINS AND PUMP STATIONS, AND
WATER DISTRIBUTION.
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EXISTING UTLITIES NOTE
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IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL ABOVE GROUND
AND UNDERGROUND UTILITIES, WHETHER SHOWN ON THESE PLANS OR
NOT, PRIOR TO COMMENCEMENT OF WORK. EFFECTIVE DECEMBER 1, 1993
THERE IS A STATEWIDE "ONE CALL" UTILITY LOCATION SERVICE.
CONTRACTOR SHALL CALL 1 - (800) - 432-4770 48 HOURS PRIOR TO
COMMENCING WORK. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY
IF ANY CONFLICTS OCCUR SO THAT DESIGN MAY BE ADJUSTED.
STATE OF FLORIDA AUTHORIZATION FOR
SURVEYING AND MAPPING BUSINESS - lB 7001
1925 BARTOW ROAD
LAKELAND, FLORIDA ::I::ISOI
(8&::1) &8&-0544
FAX (8&::1) &80-14::14
EMAIL: mcvay@tampabay.rr.com
OWNER/DEVELOPER:
TIM ENGLISH, CO. MANAGER
SAND DOLLAR LLC
705 SOUTH 24th STREET
FORT SMITH AR. 27901
(479) 7831-7200
RISCII.VIID
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CITY OF WlNTl!R SPRINGS !
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FIELD BOOK: 337
NOTE:
THIS SURVEY, AS DEPICTED IN ITS
GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SURVEYED LANDS
DESCRIBED HEREIN AND WILL IN NO
CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC
OR DIGITAL FORM OF THE SURVEY.
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LEGAL DESCRIPTION: (AS FURNISHED)
THE EAST .300 FEET OF LOT 56 LYING NORTH OF WAGNER ROAD OF BLOCK D OF "D.R.
MITCHELLS SURVEY OF THE LEVY GRANT", PLAT BOOK 1, PAGE 5, SEMINOLE COUNTY,
FLOIRDA.
CONTAINING 1..355 ACRES.
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CERTIFIED TO:
FOLEY & LARDNER
FIDELITY NATIONAL TITLE INSURANCE CO.
FIRST NATIONAL BANK
SAND DOLLAR, LLC
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McVay-Wood
& Associates, Inc.
1925 BARTOW ROAD
LAKELAND, FLORIDA 33601
(883)-666-0f544
FAX (863) 680-1434
D1cvaywoodec..coD1
STATE OF FLORIDA AUTHORIZAnON FOR
SlRVEYINCi AND MAPPING BUSINESS - La 7001
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CHECKED BY: Dl.W
SCALE : 1-. 20'
DATE OF
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TOP-49.19
(8-) INV.E=45.13
(8-)INV.W=45.13
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NOTES FOR CONSTRUCTION WITHIN F.D.O.T. RIGHT OF WAY
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
F.D.O.T. STANDARDS, SPECIFICATIONS, AND DETAILS (LATEST EDITION).
2. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF TRAFFIC IN
ACCORDANCE WITH F.D.O.T. INDEX NO. 600 AND 623.
3. ALL AREAS DISTURBED BY THESE INSTALLATION/CONSTRUCTION
ACTIVITIES SHALL BE RE-SODDED.
4. ALL CONSTRUCTION AND/OR MAINTENANCE ON THE DEPARTMENT'S
RIGHT OF WAY SHALL CONFORM TO THE FEDERAL MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE DEPARTMENT'S
ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
SSMH
TOP-52.91
{8~ INV.E=43.69
8 INV.W-43.69
4 INV.W=46.98
5. ALL SIGNING AND STRIPING WITHIN THE F.D.O.T.
. HIGHT OF WAY IS TO BE IN ACCORDANCE WITH
· F.D.O.T. STANDARD INDEX 17346.
6. 'ALL RPM REPLACEMENT WITHIN THE F.D.O.T. RIGHT-OF-WAY
':TO BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX.
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7. STRIPING WITHIN THE F.D.O.T. RIGHT OF WAY SHALL BE
: THERMOPLASITIC.
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8. REMOVAL OF CONFLICTING MARKINGS SHALL BE IN ACCORDANCE
WITH F.D.O.T. SPECIFICATIONS.
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GOLF COURSE
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CONCRETE
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BUILDING
F.F.EL.-55.91
S 90.00'00" E 299.94' (F)
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TREE PROTECTION BARRICADE
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NOTES:
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1. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT ALL EXISTING TREES TO BE
PRESERVED DURING SITE PREPARATION AND CONSTRUCTION. IT SHALL BE UNLAWFUL TO
PLACE MATERIAL, MACHINERY, OR SOIL; TO DISPERSE LIQUID THAT MAY CAUSE INJURY; OR
TO ALLOW VEHICLES WITHIN SIX FEET (6') OR WITHIN DRIP LINE OF ANY TREE. MATERIALS
WIRES, SIGNS, OR NAILS SHALL NOT BE ATTACHED TO ANY TREE UNLESS SUCH MATERIALS
ARE NEEDED TO PRESERVE THE TREE.
2. TREES WITHIN DESIGNATED TREE PROTECTION AREAS SHALL BE MARKED AND PHYSICALLY ,I
PROTECTED FROM PARKING, STORAGE OF MATERIALS, AND SECONDARY UTILITY LINE LOCATIONS.
3. PRIOR TO CONSTRUCTION OR DURING SITE PREPARATION, SUITABLE BARRICADING SHALL BE
ERECTED AND MAINTAINED AROUND ALL TREES TO BE PRESERVED, SEE DETAIL. ALL TREES
TO BE PRESERVED SHALL BE IDENTIFIED ON-SITE BY HARMLESS MARKING OR BANDING.
4. UPRIGHTS - 4"x4" LUMBER ON 8 FOOT (8') MINIMUM CENTERS.
5. HORIZONTALS - THE EQUIVALENT OF ONE (1) COURSE OF 2"x4" LUMBER.
6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS
OUT OF AREA.
7. ALL TREES TO BE PRESERVED SHALL HAVE THIR NATURAL SOIL LEVEL MAINTAINED. ALL
EFFORTS SHALL BE MADE THROUGH THE GRADING AND DRAINAGE PLAN TO MAINTAIN THE
NATURAL DRAINAGE TO SUCH TREES.
8. ANY TREE THAT MAY NEED TO BE MOVED FOR ANY REASON DURING THE CONSTRUCTION
PROCESS SHALL ONLY BE RELOCATED ONLY UNDER THE DIRECTON AND WRITTEN
APPROVAL OF THE LANDSCAPE ARCHITECT.
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2' CONCRETE CURB
CD REMOVED ALL MARKED TREES ENTIRELY.
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LIMIT SIGN TO BE
RELOCATED HERE
SITE BENCHMARK
BOLT SW SIDE OF
FIRE HYDRANT
ELEVATION..58.55
CURB INLET
TOP-56.87
THROAT=56.14
--
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A==3'S1'44H
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CURB INLET
TOP-60.66
THROAT-59.as
o REMOVE EXISTING DRIVEWAYS INCLUDING DROP
CURBS. CONSTRUCT 5' WIDE CONCRETE
SIDEWALK MATCHING EXISTING (F.D.O.T. INDEX
# 310). CONSTRUCT CURB & GUTTER TYPE F
(F.D.O.T. INDEX # 300).
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FOUND NAIL lie FLASHER
PC STATION 112+34.89
-NO 1.0.-
STRIPING
WAGNER ROAD
(PAVED RO~ S~ATE ROAD A~A)
PROPOSED SPiED(BO R/W WIDTH) ~
LIMIT .. 45 MPH
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@ RELOCATE SPEED LIMIT SIGN.
~ @ INSTALL TREE BARRICADES PRIOR TO CL...tA({~A(~
r.()"'SlTRUCTlor~. BARRICADES SHALL REMAIN
DURING CONSTRUCTION.
FOUND NAIL & DISK
PI STATION 113+72.71
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TOP=61.42
NOTE: NO LAND CLEARING
BURNING IS ALLOWED.
3
OF 6
LOT AREA
PAVEMENT AREA
BUILDING AREA
TOTAL IMPERVIOUS
GREEN SPACE
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LAND USE TABLE
EXISTING
PROPOSED
58966 sa FT 1.35 AC 100 % 58966 sa FT 1.35 AC 100 %
438 sa FT 0.01 AC 0.7 % 20063 sa FT 0.46 AC 34.0 %
o sa FT 0 AC 0 % 8125 sa FT 0.19 AC 13.8 %
438 sa FT 0.01 AC 0.7 % 28188 sa FT 0.65 AC 47.8 %
58528 sa FT 1.34 AC 99.3 % 30778 sa FT 0.70 AC 52.2 %
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TOP-56.87
THROAT=56.14
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65'
RESTROOM
EXIT -
DOLLAR GENERAL
8125 SQ. FT.
BUILDING IS PARALLEL TO
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FINISH FLOOR
ELEV. 56.00
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THE CONTRACTOR SHALL 08T AIN
A SEPEAA TE BUILDING PERMIT FOR
CONSTRUCTION OF ALL WALLS.
GOLF COURSE
A
30'
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20'
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BEGIN
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F.F.EL.=55.91
2-STORY
CONCRETE
BLOCK
BUILDING
F.F.EL.=58.73
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2-STORY
CONCRETE
BLOCK
BUILDING
f.F.EL.=61.16
2' CONCRETE CURB
EOP
DIMENSIONS REFER
TO FACE OF CURB
THE CONTRACTOR SHALL
CALL SUNSHINE
48 HOURS BEFORE DIGGING
(800) 432-4770
PROPOSED IMPROVEMENTS BY FOOT INCLUDE A
MEDIAN IN S.R. 434 WHICH WILL RESTRICT THE
SITE TO A RIGHT -IN/RIGHT -OUT DRIVEWAY ONLY.
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LEGEND
FIP 0 FOUND IRON PIPE AS NOTED
WPP en, WOOD POWER POLE
R/W RIGHT OF WAY
<t. CENTERLINE
EOP EDGE OF PAVEMENT
EXIST. EXISTING
CONC. CONCRETE
<: guy GUY WIRE
-OE- OVERHEAD ELECTRIC LINES
FH ~ FIRE HYDRANT
o MANHOLE
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SITE SUMMARY
,
LOCATION: S.R. 434, WINTER SPRINGS
FLORIDA
PARCEL NUMBER: 26-20-30-5AR-ODOO-0560
ZONING: C-1
, BLDG. SETBACKS: STREET FRONTAGE 25'
SIDE YARD 3'
REAR YARD N/R
PARKING SUMMARY
REQUIRED: RETAIL @ 1/ 300 GFA = 27 SPACES
PROVIDED:
26 REGULAR SPACES
2 HANDICAPPED SPACES
28 SPACES PROVIDED
LOADING ZONE: 1 SPACE PROVIDED
PAVEMENT SPECIFICATIONS
(CITY STANDARDS)
1.5" THICK, ASPHALT PAVEMENT TYPE S-1
8" L1MEROCK BASE LBR 100, 98% COMPACTION
10" STABILIZED SUBGRADE FBV 75
CONTRACTOR SHALL PROVIDE ALTERNATE BID FOR
6" CONCRETE PAVING PAVEMENT CLASS I 3000 psi
WITH 12" STABILIZED SUBGRADE.
6" THICK, CLASS I 3,000 psi, WWM,
REINFORCED CONCRETE.
(SEE NOTE 4)
PAVING OPTIONS IN FDOT. R/W:
1. 6" 3000 PSI CLASS 1 CONCRETE
OR
2. 2" S-I OR S III ASPHALT
8" L1MEROCK BASE, COMPACTED TO
98% OF MAX. DENSITY.
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CONSTRUCTION NOTES
CONSTRUCT 6" CURB. SEE DETAIL SHEET 6
CURB TO HAVE A 1" DEEP CONTROL JOINT EVERY 1 0 LINEAR FEET.
PROPOSED PARKING SPACES SHALL BE STRIPED WITH 4"
WHITE STRIPE PER M.U.T.C.D.
PROPOSED HANDICAPPED PARKING SPACES SHALL BE SIGNED
AND STRIPED PER A.D.A. AND M.U.T.C.D. SPECIFICATIONS.
INSTALL 20'x20'x6" THICK, 6"x6"x1 Ox1 0 WWM REINFORCED CONCRETE
DUMPSTER PAD. CONCRETE SHALL BE CLASS I, 3,000 psi. DUMPSTER
PAD SHALL BE ENCLOSED IN WITH A 6' HIGH SPLIT FACED BLOCK
WALL AND WOODEN GATES. SEE DETAIL SHEET.
PROPOSED PAVING. SEE PAVEMENT SPECIFICATIONS, THIS SHEET.
SEE NOTES AT TOP OF SHEET.
24" WIDE STOP BAR WITH WHITE LANE LINE.
ISLAND STRIPING: 8" YELLOW WITH 18" YELLOW ON 10' CENTERS.
PRECAST CONCRETE TIRE STOPS.
4" WHITE STRIPE ON 5' CENTERS.
PROPOSED MONUMENT SIGN SHALL BE A MINIMUM OF 15' FROM R/W LINE.
SIGNAGE MUST CONFORM TO S.R. 434 REDEVELOPMENT REQUIREMENTS.
WHITE TURN ARROWS.
INSTALL R1-1 STOP SIGN AND RIGHT TURN ONLY SIGN.
ALL LANDSCAPED AREAS TO BE SODDED INCLUDING RETENTION
POND SIDE SLOPES AND BOTTOMS.
CONSTRUCT DRIVEWAY IN ACCORDANCE WITH FDOT INDEX 515, WITH
CURB RAMPS PER F.D.O.T. INDEX 304 , DETAIL CR 21, 3' VALLEY
GUTTER PER INDEX 300.
CONSTRUCT 6' HIGH BLOCK WALL. LOCATION TO BE FIELD ADJUSTED AS Ih> ~/~Ez)
N[C[S~ARY TO AVOID TREES. SEE DETAIL SHEET.
8.,. CI'f"y Fo(~rC1t
CONSTRUCT 5' WIDE CONCRETE SIDEWALK. MINIMUM 4" THICK CONCRETE
3,000 psi WITH 1" DEEP CONTRACTION JOINTS EVERY 4 FEET AND EXPANSION
JOINTS EVERY 20 FEET.
INSTALL CONCRETE PAD WITH RACK FOR 2 BICYCLES.
CONTRACTOR FEerOfmLE FOR A
a.EAN AID SECUE em: AT ALL
Tt&, lBI'ORARY FENCE, ETC.
NOTICE:
EXISTING UTILITIES NOTE
REFER TO SHEET 6
FOR DETAILS AND SECTIONS
IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL ABOVE GROUND
AND UNDERGROUND UTILITIES. WHETHER SHOWN ON THESE PLANS OR
NOT, PRIOR TO COMMENCEMENT OF WORK. EFFECTIVE DECEMBER 1. 1993
THERE IS A STATEWIDE .ONE CALL- UTILITY LOCATION SERVICE.
CONTRACTOR SHALL CALL 1 - (800) - 432-4770 48 HOURS PRIOR TO
COMMENCING WORK. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY
IF ANY CONFUCTS OCCUR SO THAT DESIGN MAY BE ADJUSTED.
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SCALE : 1". 20'
DATE OF
PLAN: 01/22/03
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DRAINAGE NOTE DURING CONSTRUCTION PERIOD
EROSION /SEDIMENT CONTROL
THE CONTRACTOR IS TO P'ROVlDE EROSION CONTROL/SEDIMENTATION
BARRIER (HAY BAlES OR SILTATION CURTAIN) TO PREVENT SILTATION
OF ADJACENT PROPERTY, ION SITE WETLANDS, STREETS, STORM SEWERS
AND WATERWAYS. IN ADDIITION, CONTRACTOR SHALL PLACE STRAW,
MULCH OR OTHER SUITABLE MATERiAl ON GROUND IN AREAS WHERE
CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE.
IF, IN THE OPINION OF THlE ENGINEER AND/OR LOCAL AUTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER
BY NATURAl DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS
TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE
ENGINEER AND/OR AUTHORITIES.
&: CAP
S 2259"
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15'
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INSTALL 8" x 4" SADDLE
TO SERVE DOLLAR GENERAL
INV. 44.S5:1:
(CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION)
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PRIVATE UTILITY
EASEMENT
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CURB INLET
TOP-5S.87
THROAT-5S.14
GRASS
INSTALL 3/4" SLDG
METER AND 1" IRR
METER WITH SACKFLOWS
PER CITY STANDARDS.
SERVICE SHALL TAP
INTO WATER MAIN.
PROPOSED ~,J
UTlUTY EASEMENT
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E.P.A. POLLUTION PREVENTION PLAN
1. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST
BE SIGNED AND SEAlED BY A PROFESSIONAl ENGINEER
REPRESENTING THE CONTRACTOR. THE MODIFICATIONS MUST BE
APPROVED BY THE DEPARTMENT AND THE PERMITTING AGENCY. NO
CONTRACT DELAYS WILL BE ALLOWED FOR SUCH MODIFICATIONS OR
APPROVAlS.
2. OUTFAlL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO
OFF-SITE OUTFAlLS SHALL BE INSPECTED DAILY FOR POSSIBLE
SEDIMENT BUILDUP OR TRANSPORT. OUTFAlLS SHAlL BE PROTECTED
THROUGH USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY
TO CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE
PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF -SITE SHAlL
BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE
CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY
THE PROJECT ENGINEER FOR OUTFALL PROTECTION.
3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3: 1 OR
GREATER SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH
THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED.
SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24
HOURS OR DURING RAINFALL EVENTS.
4. HAY BAlES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE
WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT
SEDIMENTS OFF-SITE. BAlES SHAlL BE DOUBLE STAKED IN
ACCORDANCE WITH STANDARD INDEXES. IF EROSION DEPOSITS
REACH THE TOP ELEVATION OF EXISTING BAlES, THEN SEDIMENTS
SHOULD BE REMOVED. ANY DAMAGED OR INEFFECTIVE BAlES ARE TO
BE REPLACED WITH NEW ONES. THE LOCATION OF HAY BAlES
INSTAlLATION SHALL BE AS DIRECTED BY THE PROJECT ENGINEER.
5. A BACK OF SIDEWAlK OR MEDIAN INLETS - THESE SHAlL BE
PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE.
ELEVATION OF GROUND OUTSIDE INLET TOP SHAlL NOT BE HIGHER
THAN INLET TOP. HAY BALES SHAlL BE INSTALLED AROUND INLET
TOP. A SECOND ROW OF BALES SHALL BE PLACED AROUND INLET
APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE
SHALL BE A DEPRESSION TO ACT AS A SEDIMENT BASIN.
COMPLETED INLETS IN PAVED AREAS SHALL AlSO BE PROTECTED
WITH A SINGLE LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM
OTHER AREAS.
B. CURB INLETS - THESE INLETS SHALL BE PROTECTED FROM
SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT
FENCE (TYPE 11 1) SHAlL BE PLACED AROUND THE PERIMETER OF THE
INLET OPENING IMMEDIATELY ADJACENT TO THE EDGE OF THE
INLET. ALL EXPOSED SLOPED MATERiAl ADJACENT TO INLET SHALL
BE COVERED WITH EROSION CONTROL MATTING WITH OUTER LIMITS
PROTECTED BY A SINGLE ROW OF HAY BALES.
6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN
EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BAlES.
7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND
CONDITION OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE
CONTRACTOR REPRESENTATIVE AND THE PROJECT ENGINEER.
DEFICIENCIES SHALL BE NOTED AND CORRECTED.
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EROSION AND SEDIMENT CONTROL
BEST MANAGEMENT PRACTICES
FOR POND AND SWAT.F. RETENTION AREAS
1. INSPECTION BANKS AND SLOPES FOR CONFORMANCE WITH DESIGN,
SHAPE AND SIZE. RE-GRADE IF REQUIRED, TO MAINTAIN DESIGN
CONFIGURATION.
2. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND
OVERGROwrH CONTROL. DO NOT MOW BOTTOM AREAS OF WET
RETENTION SYSTEMS.
3. INSPECT RETENTION AREAS PERIODICAlLY FOR ACCUMULATION OF
DEBRIS AND TRASH AND REMOVE SAME AS REQUIRED.
4. PERIODICALLY INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF
SAND AND/OR SILT ACCUMULATION AND REMOVE SAME, IF FOUND TO
EXIST.
5. PERCOLATION PERFORMANCE SHAlL BE EVAlUATED ON AN ANNUAl
BASIS WITHIN EACH DRY RETENTION AREA. DRY RETENTION AREAS
SHALL PERCOLATE DRY WITHIN 36 HOURS OF THE END OF RAINFAlL.
IN THE EVENT OF INADEQUATE PERCOLATION, RETENTION AREAS
BOTTOM MAINTENANCE SHAlL BE PERFORMED BY EXERCISING THE
FOLLOWING PROCEDURE:
A REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERiAl
AND SCARIFY EXCAVATED BOTTOM.
B. REPLACE EXCAVATED MATERiAl WITH CLEAN SAND MATERIAL TO
DESIGN GRADE AND SOD OR SEED AND MULCH PER ORIGINAL
DESIGN.
-SS-
SSCO 0
-SD-
SIR 0
FND PKN 0
FIR/FIP 0
-I I II I 1-
-FS-
PROPOSED WATER SERVICE, 1" SCH 40
PVC PIPE, ASTM D1785
UNDERGROUND ELECTRIC SERVICE PER POWER
COMPANY (SINGLE PHASE) VERIFY EXACT LOCATION';
WITH POWER COMPANY BEFORE INSTALLING. '
LEGEND
b
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.
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EXISTING ELEVATIONS
PROPOSED ELEVATION
WOOD POWER POLE
RIGHT OF WAY
CENTERLINE
EDGE OF PAVEMENT
EXISTING
CONCRETE
~
GUY WIRE
OVERHEAD ELECTRIC LINES
FIRE HYDRANT
MANHOLE
MITER END
STORM INLET
DRAINAGE FLOW DIRECTION
WATER METER
WATER VALVE
LIGHT POLE
BUILDING MOUNTED LIGHT FIXTURE
STOP SIGN
PYLON SIGN
PROPOSED SANITARY SEWER LATERAL, 4" PVC
PIPE, SDR 35-ASTM D-3034, @1 % (MIN)
SANITARY SEWER SERVICE CLEAN OUT
EXISTING STORM DRAIN LINE
SET 5/8" IRON ROD AND CAP " LB2622"
FOUND PK NAIL
FOUND IRON ROD/PIPE AS NOTED
SILT FENCE
FIRE MAIN
(SIZE TO BE DETERMINED BY
FIRE SPRINKLER ENGINEER)
BENCHMARK
COUNTY BENCHMARK 4644501
NAIL & DISK IN SOUTH END OF CONCRETE MEDIAN
AT CENTERLINE OF SHEOAH BLVD & S.R. 434.
ELEVATION: 63.032
(NATIONAL GEODETIC VERTICAL DATUM OF 1928)
WATER/SEWER CLEARANCE REOUIREMENTS
VERTICAL CLEARANCE AT CROSSING
GRAVITY SEWERS CROSSING UNDER WATER MAINS SHAlL BE LAID TO PROVIDE A
MINIMUM VERTICAl DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND
WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET
BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18-IN. SEPARATION CANNOT BE MAINTAINED
ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED:
A. THE SEWER SHAlL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING
(10-FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHAlL BE INSTALLED WITH D.I.P. ~OR 20 FEET CENTERED ON THE CROSSING
(10-FT. LINEAR SEPARATION BETWEEN JOINTS):
C. THE SEWER SHAlL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE
PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER
PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR
TO THE WATER MAIN. THE CARRIER PIPE SHAlL BE OF MATERiAlS APPROVED BY THE
DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHAlL AlSO BE UTILIZED WHEN THERE IS NO AlTERNATIVE TO SEWER
CROSSING OVER WATER MAINS. IN SUCH INSTANCESl..ADEQUATE STRUCTURAL SUPPORT SHAlL BE
PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GKADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS SHAlL BE INSTALLED AT LEAST 10 FEET HORIZONTAL FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHAlL BE MEASURED EDGED TO EDGE. IN
CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FT. SEPARATION, THE WATER MAIN SHALL
BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE
STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED,
BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE
COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE
TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFilliNG.
SANITARY SEWER FORCE MAIN CLEARANCE
THERE SHAlL BE AT LEAST 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND
SANITARY SEWER FORCE MAINS. THERE SHALL BE AN 18 INCH VERTICAl SEPARATION AT
CROSSINGS. AT CROSSINGS, ONE FULL LENGHT OF WATER PIPE SHAlL BE LOCATED
SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
ESTIMATED FLOW
2 RESTROOMS @ 200 GPD = 400 GPD
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BOC
10" SQUARE A.D:S'.
YARD DRAIN
GRATE: 55.40
INY. 52.90
WITH BOO PVC
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FOUND NAIL &: FlASHER
PC STATION 112+34.a9
"NO I.D."
R== 4483.99'
Li==S51 '44"
L-302.2S'
C- 302.20'
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THROAT-59.8a
FIRE SERVICE SHALL
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(PAVED ROAD ~ ATE ROAD
PROPOSED SP~ED(BO R/W WIDTH)
LIMIT .. 45 MPH
FOUND NAIL &: DISK
PI STATION 11.3+72.71
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UTILITY OWNER
CITY OF WINTER SPRINGS
I
CONTRACTOR FE8PONOIIl.E FOR A
a..EAN AM) SECUFE em: AT ALL
TJ.ES. lB.PaWn' fB'CE, ETC.
nE CON'l'HACTOR SHALL BE FE8PONSIBL.E
FOR TAP FEE AND METER tm'ALLATlON
FEE TO PROVDE WATER AN) IRRIQATlON
SERVICE FOR THS PfnJECT.
REFER TO SHEET 6
FOR DETAILS AND SECTIONS
NOTICE:
EXISTING
UTI L1TI ES
NOTE
IT IS THE CONTRACTORS RESPONSIBIUTY TO LOCATE ALL ABOVE GROUND
AND UNDERGROUND UTlUTlES. WHETHER SHOWN ON THESE PLANS OR
NOT. PRIOR TO COMMENCEMENT OF WORK. EFFECTIVE DECEMBER 1. 1993
THERE IS A STATEWIDE .ONE CALL. UTlUTY LOCATION SERVICE.
CONTRACTOR SHALL CALL 1 - (aoo) - 432-4770 4a HOURS PRIOR TO
COMMENCING WORK. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY
IF ANY CONF'UCTS OCCUR SO THAT DESIGN MAY BE ADJUSTED.
THE CONTRACTOR SHALL
CALL SUNSHINE
48 HOURS BEFORE DIGGING
(800) 432-4770
NOTE:
UGHT POLES ARE SHOWN FOR REFERENCE ONLY.
DEVELOPER TO LEASE LIGHT POLES FROM POWER
COMPANY TO MEET CITY REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE · AS-BUILT' ELEVATIONS
AND DIMENSIONS OF THE DRAINAGE STRUCTURES INCLUDING
GRATE, ORIFICE, WEIR, POND TOP/BOTTOM, ETC. TO THE
ENGINEER FOR CERTIFICATION TO REGULATORY AGENCIES.
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SCALE : 1". 20'
DAlE OF
PLAN:' 0122 03
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--
C..tftcl....afUttllz.lian -
Intd.1 Footc.ndl..
KAD 400M Arm-mounted Soft Square Cutoff
KAD R2 Test no. l1!13lEllOl
ClX"fCI[HT Of UTlUZAnON
,
600\Y M.ul H.'Id. 1""'0. J7.ooo II,f'" lu",.,...
FOOfU""" ",.1".. tilt"" 0" 30' "'OU".I",
".19"" OI.,lbultO,. Tye. II, curof'
KAD R4 Test no. 1191110101
:'Of."IOl'fTOJunut.r.noIW
&OOW M.te' H.lld. I.mp. n.ooo 1M" Iv"'."..
FOOIUItfl" ...-u.. baNd CUI JO' ,"CMH"IIlno
1l..M. Ol...butkMI TVro- IV, Clleo".
G
Z
l-
I
G
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KAD R3 T as, no. 1192040902
.
I
COfFRO[N'f OF unUZAnON
1 2 J .
........
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=
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to
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LOADING
DOOR
65'
RESTROOM
FRONT
DOOR
EXI9.L
DOLLAR GENERAL
8125 SQ. FT. 0.0
BUILDING IS PARALLEL TO
NORTHERN PROPERTY UNQ.O
FINISH FLOOR
ELEV. 56.00
0.0
0.0
0,1
~
0.0
0.0
0.0
0.0
1 3
1.8
0.0
0.1
1.2
1.0
0.8
0.6
in
0.8
1.1
::t:
en
~
7
1.9
0.0
0.5
1.4
0.5
2.7
5.9
10.0
10.0
5.9
2.7
1.4
1.0
0.9
1.2
2.5
0.7
4.6
4.6
2.8
1.8
1.2
0.8
1.5
1.1
1.4
2.1
2.8
5.9
KAD R3 RJ Tes' no. 1192041S02
.
I
C1X"lCllN'f Of' UTlU,UinON
,
;;
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'ODta"ClII. ..."'.. 0."'" on JO' mOUnClno
".IOIl" OI..ltM.teo.. Type lit, culO"
KAD R4HS TBS' no. 1I921J61101
:::.'l!'lIDINT Cf LmlJl.lnON
a
I
I~
I I
'CfN1i M.III' H.IId. ""'D. ]2000 ""'" I".....,...
FOGfc.8nlllle "'."'" b.Nd 0" JCr mounCIl'Ig
"""e. OI.Olbuoo.. T..". nl. CLlfO"
KAD R5S Tes' no. 1193111901
:::(FJt(I(.....cJ!r.1:.!unC~
;;
a
4OI:1W Metel M.IfcI. I.",p, 32,000 '.leeI .""'.,,..
FOOfU..d" v.h... b...., 0.. 30' "'OUtrl,",
1l.lOhe. OtnrltM./flol'l Tvo- IV, WIG"
m
90.
,10%. ,10'4
to(flN M.1II1 H.IId. I.....p. llOOO ,.1.., lume"..
FOOICltno'. ..."'.. b.....s 0" lO' "'OU"f"'O
I'I-'Vht. DI"lbullon Type V, cutolf
Mo."ii., Het'''' Corrntlo" f.elor
(Mulllpty I"'. Ie lev.l by tll. COHK'lIO" IltClo,t
2Sft,.1U
35 fl. .0.73
10 fI...58
, I
( Ekislmg Mounting Helghl ) : Correctton Fac:or
New Mounting HeIght
~Ole;~orano..k d.I.'or nfhe, dIlfrttl.."O". """ .... ,"(C__d flom 1"" limon'. llQhtl..g ...."tl.fto. ._.Itft1onl.coml
.
'~~/THONIA ~/GHTING'
An <"'Ylcufty6rcJnds COftl]af1Y
~
W
>
KAD-M
c ~........ llQ"'.... GoO""D. Inc.. A...., .10' KAD.MP""
Lrthoni. Lighting
Au", 141M.. C',."IItc.
0.......,
Onl IAl'lortt. W..,. COny.'I. GA XlJI2
PI'IOIII: na,m.tDI fu nO.III.17m
1/f C.,....: 1100 SOlft AYII. Lecllrlll'. Ou...c HIT M
_~.c_
\
SSS Square Straight Steel Poles
.
I
C'talo;
Numb.,
SSS 10 4C
SSS 11 CC
SSS 14 CC
SSS 114C
SSS l' 4C
SSS2D4C
SSS 2D4C
SSS 2D 5C
SSS2D5C
SSS 25 cc
SSS 25 4C
SSS 25 5C
SSS 25 5C
SSSJOCC
SSS J05C
SSS J115C
SSS J116C
5SS 35 5C
5SS 35IC
SSS 35 6C
Nominll Will
shift Pol. Shift Thicknn
I,n h fle.t! Siz.IHuinxttl linch.sl
10 4.0.10.0 0.125
12 4.0. 12.0 0.125
14 4.0.14.0 0.125
t6 C.Ox 16.0 0.125
18 4,0.'8.0 0.125
2Il 40.20.0 0.125
2Il 4,Ox21J.0 0.188
III 5.0.20.0 0.125
III 5.0 . 20.0 0.188
25 40.25.0 0.125
15 4,0.25.0 0.188
15 50.25,0 0.115
15 5,0.25.0 0.188
JO 4,0'30.0 0.188
30 5.0 . 30.0 0.125
30 5,0.30.0 0.188
:xl 60.30.0 0.188
35 5.0.35,0 0.188
3S 6,0.35.0 0.188
J9 60 . 39.0 0.188
2 !
J I
~,....A
. "
",',. '.
. ..,-....'
k---;~
~-----.
BASE DETAI~I .
,8 r.~
I L-!.
,1/ 1~'
,,-,
'~
, ~
in
N
-
TECHNICAL INFORMATION
EPA Ift'l wrth 1.3 oust
80 Max. 90 Max.. 100 Mon.
G.u moh wei r mah wel hr moh . hi
11 JO.& 765 595 18.9 m
II 14.4 610 410 14.8 310
II 19.9 491 378 11.7 29J
11 15.9 391 2S5 8.9 22J
11 12.6 315 2JO 6.7 161
11 9.8 240 187 C.5 150
7 1&.5 415 310 9,3 240
11 17.7 U3 343 9.4 ::35
T 2.11.1 711! 535 16,2 <05
11 ca I ISO 100 1.0 ~
1 10.81 270 188 5.4 '"5
11 I 9.81 245 157 13,7 I '~O
7 I 18,01 150 3\0 19,0 I ~O
7 I 6.4 I 100 U I 53
11 I \0 I - I
7 I ICO
7 1 160
Shan 90ft
Bu. Citel,
S~,
"'C S"I2.
,'0 8.112'
5' 10'-11'
6' 11'-13.
IU'OO.IKT:
GRASS
~!
80ft
ProlectlOf'!
&
0.0
0.0
0.0
0.0
0.5
0.2
0.0
Salt Circl.
linch.sl
8-9
8-9
&-9
8..9
8--9
8..9
8..9
10-12
10..12
8..9
8..9
'0"'1
10_1;
8..;
AooroltU!',r.
shtow.tCJ'u
I Dunost
BoftSil.
fin,."'.xml
3thlh3
3/4118 x3
J/4.lh3
314.1813
lIhlh3
3,'.. 18x3
J/h:Jh3
1 X3614
1.3614
; ].'4 k 18 J:J
Z',h:lhJ I
'.36.4 I
, ,,6.4 I
l'4.lJ I J
~
!lJ
111l
115
125
-.
140 I
'58
:i5
:liS
.,~
:.15
::0
~~
10..12
1. .1614
:liS
;to
'0-::
J.dl."
~ I; 6 I ..
1.36. ..
'.36. ..
h.:!&ll.a
"lJ
;:0
605
11- '~
'O..l~
11..13
11..;3
2'3/-4'-f
2.3..........
9'3'8'''''''
3.3/8......'
8.u. venor WllfllOuSI I tMOI,n I
5::\1'" S.>n MellO' 8011 "umOt'
C :..c~ 0..:_
s' .5555.'C A81S" e:5000'1
5' '=555,40 A830.0 p ;5.>>34 I
11' :.sS5S'5 A836" eJ5')010 I
12.1:2' ~@SSS.6 ABJ&-O P':S')ijl1 i
. Tit... U'C.I'IUhO". "' '"'''''1lI tOt ~."..., 'J'GO". 0,.", ll:l'I.'''. t........ .... "'''f
I.CI'I."f.III.r.....ItI'.....Il...III'It1U'1"'...IIM.U,... t,,,,,IflIjoft, ,ft."" ........ "JI
I".'UCII
~ ~/THONIA ~/GHTING
An ....YlcultyBrands COf7lJilf1Y
She.t II: Pole-SSS CI99C llth_.. e.."..... A..... 1001 'o"'55S,.n
liIhania lighting
.lc.w,U''II''''''_..11'C
Dtnd.., U''''''''
O".Lr.'l,~..w."Co".,.'I,GA.n::ll
"".... 77:.m.YXlQfu 170,11' 1:::1
I.c...M II:::lSOl"'A....~("'... Q..ID.clon rr.
-.,.-......-
1.4
0.5
0.1
4.4
0.8
0.3
4.4
4.4
1.4
1.0
0.6
0.8
1.0
2.5
3~ 3.3
4.6
1~ 10.0
'""-
=--
4.4
0.8 0.5
=-
0.6
1.8
2.8
0.7
0.6
1.3
0.9
0.7
1.3
1.8
2.7
1.4
0.1
0.0
=--
0.2
0.1
0.0
1.3
0.7
0.4
0.2
2.1
1.4
1.1
0.6
3.3
2.5
3.3
2.5
1.2
2.1
1.4
1.1
0"
0.5
1.3
0.7
0.9
0.3
0.2
0.1
0.5
0.3
0,1/
0.0
1.0
0.5
0.6
0.1~.3
0.1
0.3
0.4
0.2
0.7
1.2
1.4
1.0
0.9
1.0
0.6
0.7
.'
':
R- 4483.99'
A-3'S1'44"
L==302.26'
C== 302.20'
C8== 584'06'16"r
STRIPING
0.0
0.1
0.0
0.0
0.8
1.1
1.2
1.0
1.1
0.4
0.0
S 90'00'00" E
0.0
0.1
0.3
0.0
0.2
0.0
0.1
0.6
1.0
'1.4
2.5
2.5
11.4
OJ.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
'0.0
'0.0
0.0
299.94' (F)
0.1
0.3
4.6
2.8
1.8
0.0
0.4
0.5
0.1
0.3
0.6
1J
44/
'~J
6./i
:J
4.ltJ
J~
1.:~
0.5
0.2
~
0.0
0.0
0.1
0.2
0.0
1.3.84'
0.8 1.0
1.2 ~:4-
, . ~..
'~'."'-""""~ .;..
-.... ...~ .~ -. ~ ... ,\. . ..
~'~'''-
Boe
'0.0
'0.0
'0.0
'0.0
0.2
0.4
-
0.7
1.3
2.1
3.3
3.3
2.1
1.3
0.0
~
<J:==,
1.8
0.5
0.1
14.78'
0.0
0.0
0.0
2.8
4.6
0.8
0.3
14.8.3'
0.0
0.0
1.2
0.5
0.0
""'"
I.J...
'-'"
0.0
w
~
o
.....
N
1.2
0.5
0.0
I..LJ
.30.02'
0.8
0.3
0.1
N
~
N
LO
b
o
Vl
0.1
0.0
0.1
0.0
0.0
.31.04'
0.0
EOP
\
..
CURB INLET
TOP-60.66
THROAT-59.88
..~:~\"Wti t1.~ :":-:"17
........"" ...,...... ~..'" 'J.
.~. ... - . I'~ ,
. ...&..i.. .~. !l....:.
GRASS
(AUTHON'A UGHT7NGO'--
Nor..
~~~E~~~S_ ~,,~,~~:l~:~~~~r~~Io...n., w.lkw.y.
.nd CIf IoU.
COrfSfAUCTlOH - RUQG.d, dil.CUI. lOti corn., .Ivmtnvm hOUSlIlO
Wid! 0.12" nommll w.11 thictnUI. EJltrud.d e. sah. corn.r .rm lor
'01. or w.n mountlnlJ ., S~lfcl. Ol'-CISI door Pr'lM has Imp.ct.
resist.nt,. wmpir.cI. gI.1S lens lIl.l IS fuMy I"k.urd OMth on"pl'CI
tufwllr ,lItcon..
fiNISH - S~nd.rd Insh IS dltk bront. 10081 polylSl.r powo.r !lnlSh.
wltA Othlf .rchn.ctur.l coioll 'v.tI.bl..
OPTICAL SYSTEM - AnOellnd. .Ivmlllum hydrolorm.d t.lI.elOIl: IES
"'" cutal'l dlrtl'lbuuons A2 IlSymm.tneJ. R3 l,syrNnetncl, AC lIorw.td
"'rowt .nd ASS ISIIUl"I. Hi,tr-p.rtorm.nCl .ncHhlld, u,,,,.nlld
"urrunum "fI.etotl IES lu" culo" dlltnbuoons SA! IlSymm.ttlc"
SR3 luymm.tncl .nd SA4SC f1orw.rd throw, Shllp cUloltI.
S'Qm.nltd r.n.Clon .nach with tool.l... tUI.n." .nd .n
rOIlI.bl. .nd ml."II.ng.ble.
ELECTRICAL SYSTEM - HIQh ,,,cI.nc., high pow.r t.etar b.Hut for
IrxJW/150w, CO.SI.nl.w,ruv. .vIOlr.nstorm.r tor I 15.400w.
SUpef CWA Pulse SlIl't b.i1.st tlquM'lcl tor 200W. 320W ,nel JSOW
llnust oru, SCWA opuont B.".., IS copp.r,wound .nd 100,.
',C1Drv"..I.d. Pore-'.m, honzont31. pOSltron-on.nt.d, soeht wrllt
o:opp.t Illay, nlchl-pl.l.d sC"w sh.lI .nd c.nl.r eonl.et.
M...um-bll' soell'l Ulld 'MIh IOCPN " !SOW, "'Glu'-b... lOChl
U". with I 75-4ClJW, Ul hi'" 15lXtW.fD:JY.
LISTING - Ul USI.II ImnO'IlU. CSA C.M..d Is.. Opuonsl. UL ItSlld
'or M' locnons. IPl5 r.tld ., ,eeOnllne. 'M".h a.nd.l'1I IEC 529
ORDERING INFORMATION
CIloo.. tIl. boldt~ c..t.1of IIO!'1'1_lltfU.. "'.. bI'ltC .uft_ YOU, ,...0. .nO wr".
" 01'1 thl .",OO'~ ...... Oflller _".0'_ .. .ltNf'" c.MMoo number.
I
~
---r-
~I
tlD
20"
140J
271
JC7
410'
TI'
M.nti..
S'004 Sou.r. pol. l4" .nnl
Istlnct.rdl
SPODS Sov.r. pol. 19" .nnl~
.P004 Rovnd pol. W .nnl
lAD teltM
lAD 150M
UO 175M
1Ul02lllM
lUlU 250M
UO 320M'
UO J5GM'
KAO aMI
.POO' Round pol. I" arml'
WWODC Wood pol. or w.N IC' .nnl
WWOOt WooO pol. or w" ,,-
,nn".'
wlooe W.lI b'.ck.t I'" Ifm"
WIOO' WIN bflcltl W Inn"
lIA,. IWh.n Mlnng UtA.
OAOl21
Slliippd S.,.r'I",
KMA M.rt 'I'm IeI'PI<<
ICTMI TWIn mCll,tftbn, h,
OADUP 0.,1'.. Arm lpole'
OAOIZWI 0..,.. Ann Iw,"'
Di."ihlio..
Hy.rtf....... lI.n.ct.,.
12 IES type II .Sym"'ttIlC'
I) IES type III 'SVfMIItnC'
14 IES fVp' IV 'orwlnl throW
'S IES rype V squw.
S.......... 1t.II.clon
$12 IES rype II ..sytnmftl1Cl
SU IES rype III .symmt1l1C'
$RCSC ,IES typ. IV lorw.. throw
Nons: I
t A""".d lee"" fOl' ...... mUltI be u.... ....1ItI Sill%. Sill' . S".SC OI)IIC'.
2 Hou....Id..~ .............
J Conlut IIK'ory 'or ...,~ ... C....".
. ~.I ,"U""lIIp h....d 1110. lOtI. 1'0. 277VI.
, The SI'OOI. IlIPOot Of WWOM ""'C be u..., .......... two or mor. ........n..,..
... oftel'lflld 0" . to" drIItkIQ p...,..
I M" ,. OI"d...., .. KCftMfY.
7 QlIlSTD ....bbtrr In ..... ...........: C'O.....1r IlIC10ry
. Addltlonel .'Chitll!'CllHltl colof. ...."'.bf.:-. 0...... ... "'c.....ocn.,.. Coto,.
brou"".. lorm no. "'J.
, "'III' u.. AI"OO't..
10 Ontt ...'....b... Wftto SA1. SA). end SAISC oprlel.
Oullle..
,~ ~/THONIA UGH17NG
-
FEATURES & SPECIFICATIONS
CONSTRUCTION
W'kI.bl.-9"dl, "OHoll.d. comrn.rcl.l-qu.lffy cllbon :;1.-' tublnO WIOr
. rnHnmum yt.td 01 55,001) pSI III-OIUOII, 50.000 pSI 17'O,vlJ.l. Undo'm
w.... thICkn." 01 125- or ,'81" Sh.ns "' on.-pIICI With IlonGftUdln.1
ItIKtnc ,...sunct w.td. Unrlonnf, sav.tl in crOS$'Uctton wnh 11.1 Sid",
Im.n corner fldll .nd ne.hnl to'SIOn. AWIII.bt. sh.ft w.aUls '1" "-, 5-
..nd r.
Anehot bas. IS I.bllc,"d tram hot.tolled clrbon still pl.hI lIt.- milts
or ..c.eds . mmunum VleId stt.n.th 01 31,000 pSI. Th. .nchor bit. I'
proWled wM sIoatd holes. BI.. cavil' is '''''sh.et tD metch pol.
A h."dhaf. hlW'lg no,""", dlfllenslOnS 01 3" . 5- lor .It sh.f1.s. Included IS
. covt, wftII .nachm.nt scrwws.
TotJ c.p pnmd.d WIth .1 dnl-mounl polIS.
FlSt.n.tS .t' hl,h-su.n.th 1.Iv.nllld tlne.pl.l.d or SUilnl... stul.
fiNISH - O.rt bronll 1008t POIy.SlIf powder SlInd.rd. 0111.1' .tchlt.c-
lur.' colon ...Ii.."..
GItDUNDING - A nVI hOld.r kle...d ""m.chll.'" ,"SICl. II. l'Ienallol. nm I.
prDVtCIId wnl'l , liT. 13 UNe 9I'ound batC .nd nul
ANCHOI 10US - Top proban 01 ,nehor bott IS 1'~'"'lId Olf ASTM A-
153. M,a. at st... roo h.VIA, . lnlfllmvm YI.kl n'f'lCJdI 01 55.lXXJ PSi
ORDERING INFORMATION
c,.oo_ f"- b~tltC. uulO9 fIO.........""...et boll If.... YOU' "...,. '""
_If. "In....""'opr"".IIIltftt.
S55
i Shott' .....1
SSS
Namlnal .hm tr... .b_1
.,.,.. thlckn....
10 - J9 1..1
eS.. b.U Pltile.1
es.. tlMl DltO. I
HANDHOLE ORIENTATION
c
~..,
'..' ,
0,. " .,8
\. .,., !
'.. i "
A
H andhole
!
!
I
I
NOTES
, W".n ordering ",",,0" "'ountlng .ner Orlll mourtflno ror '11'I. .."'.
pOhl. Ioflow "'.. .""'p1.: OM11VT10. The combt.,.,..., '<<1"" ...
...1'. "..-clher".
, ).1/2'.ne! ,- '-M ....Il.bl. Oft 5. ...d I- ."."" O"tv
) fM c1r1llll'lo .....".... 10 be ".ed lor . CIltnlcullr, ",min..,. 1lI.""er.
0"'''' """..._. t"-I III U.ed. R..... fO "'. TecMUI Dot. Seenon
or IN OutdoOr lInG., IOf DrIllinG T_~I...
4 $Deeif'( \oc.etkln .ne! Oflt'fttllrlon wilen ord..ll'IQ OeUIcI"
FIM hi .... Sc--uf'y the t>etgllf In ,_ 'boY, be.. 01' pote
E"""fIIa, 5" _ 5 IInd 10tr _ M
1'01 ]"" ..' SprouIy or....1II11On I,,,," tww.dhote '''IC.OI
R./tIf 10 ,"- H'ttdhOla O.oe",;ltoon dolO''''' .., III.. PIO'
S H(HIf1tnl" ..m I. la' . 1')"..00 f_.. .lIInd..d
. Comblnll1lon nf I_...op ,""d d.1III "'ou..1 "'Q,,"" .""'. h.".,..",..
7 "flCS"kJ.... COlOr. .....II.h~ ._ "'fclllfnctUIM Colo.. blod'll/..
lorm..o,".]
Ou.daor
St.llntl.n Oimensio",
EPA: 1.2 It'
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LIGHTING NOTES
DEVELOPER MAY LEASE
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LOCATIONS.
LIGHT
COMPANY
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DESIONED BY: JCM
DRAWN BY: NQP
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DATE OF
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HANDICAP SYMBOL
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H! O'y (Canted 20" Toward Flow)
Filter Fabric (In :g I I
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N.T.S.
7'
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AREA x ,O? S$,O
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BELOW GRADE.
16'
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V CHAIN LINK FENCE
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A 10 FOOT WIDE CLEAR AREA
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STALL
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NT8
DUMPSTER WALL
YARD DRAIN
N.T.S.
NT8
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ANDARD ClEANOUT AND
F'RAME (BRASS)
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DATE OF
PLAN : 01/22/03
~
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.
-
MATERIALS LIST
'-
-
--
--
-
--
QT'r'
KEY BOTANICAL NAME
COMMON NAME
SPECIFICATtOl'lS
--
-
CREDIT RATIO
TOTAL
~ ,.0"
~~~'-~~ry'~~_.-.:::7'.-"V~.
...~.~~..,.I
---
".^?-~~
-~
---_ ~EXIST.
--
--
--
7 MG
Mogonolio grondifloro
'Little Gem'
Quercus virginiono
30 gal., 6' ooh, 3' spr.. 1.75" caliper
Little Gem Southern Magnolia
6" SS LINE
3 TO 1
21
&
6 QV
65 gal., 14' ooh, 6' spr., 3" caliper
Live Oak
5 TO 1
30
--
---
--
--~
--
286 VS
gallon, 30" above finish grode, 30" O.c.
Viburnum suspensum
Sandonkwo Vibrunum
~
--- /
--
-
--
--@
."'It
('0.1
"'It
('0.1
('0.1
lIex vomitoria 'Non 0'
Rophlolepls Indica 'Alba'
58 IV
108 RI
3 gallon, 30" O.c.
3 gallon, 30" O.c.
IIex Sch iIIings
Indian Hawthorn
~~~
SOD
SOD1
MULCH
Stenotophrum secundotum
Paspalum nototum
St. Augustine 'Florotom'
Bahia Sod
Pine Bark Mulch
SF
SF
SY
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LANDSCAPE REOUIREMENTS .
5' CONC SIDIEWAlK \
/LANDSCAPE DATA
ADDITIONAL NOTES
MIN. TREE REQUIREMENT FOR COMMERICAL SITE
NO FEWER THAN (5) TREES PER SITE OR
(3) TREES PER ACRE. 'MilCH EVER IS GREATER
1.35 ACRES X 3 = (4) TREES REQUIRED
ALL AREAS Of NEW PLANTING SHALL BE MULCHED WITH GRADE
'A' PINE BARK MULCH OR APPROVED EQUIVALENT AS MANDATED
BY CITY OF WINTER SPRINGS, AREAS NOT PLANTED WITH TREES,
SHRUBS. OR GROUNDCOVERS SHALL BE SODDED WITH ST. AUGUSTINE
'FLORATAM' SOD UNLESS OTHERWISE NOTED.
GOLF COURSE
riOD\ fMG\
~ / V _ J \V S 90'00'00" ~ 299.94' (F)
( '~ / (I h~ ().l :Jr ( ~.J '. 00.
\ ~ ~ \ ~ (;1;~:" ~+
1 1 N Y Y X X X X X I YI r YI 1 1 1 1 ~x YI I I I 1 1 1 XX XX 1 1 1 1 ~l 1 1 1 1 1 11 1 1 1 X Y X X r,. ~ X X I XX ~" <f'
/ (Gf) fQV\" TRUCK TUR~;~~ ". S..., . i
"-/ ~ \ ..~,,~ AROU.AREA ':!{ ~ ,I l/:iX ~, ~ If:,r
'\ "\:~' I '{ 1.
\0.' I. I
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TREE REPLACEMENT REOUIREMENT
EACH TREE REMOVED SHALL BE REPLACED BY SPEaES
OF TREE CITED IN APPENDIX C PREFERRED PLANT LIST.
USING LARGER SELECTED TREES WILL PROVIDE CREDIT RATIO
FOR REOUIRED REPLACEMENT TREES
CONTRACTOR SHALL INSTALL NEW IRRIGATION SYSTEM TO PROVIDE
100% COVERAGE TO ALL LANDSCAPE AREAS. REFER TO
IRRIGATION PLAN AND SPECIFICATIONS.
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REPLACEMENT TABLE
REMOVED REPLACEMENT QTY. TOTAL
TREES RATIO
· AS PER aTY OF WINTER SPRINGS LANDSCAPE CODE REQUIREMENTS
'( x x
.' . it:
.~. f"u.t
. .h
. . . (1)
.. . ...... .,:~
Xxxxxx.x.r\' :..~.' : ....-z:>
L: . . 4 C)
~ ....'~
~ LOADING
DOOR
it
UNDER 1 TO 1 27 27
20* DBH
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2
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(f)
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20* DBH 4 TO 1 6 24
OR GREATER
9
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65'
RESTROOM
14.78'
,......
lJ...
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(Ri\
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TOTAL REPLACEMENT TREES REQUIRED = 51
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REPLACEMENT TREES
QTY. REPLACEMENT
TREE
~
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REPLACEMENT TOTAL
RATIO
><
><
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~
EXIT
7 Little Gem Magnolio
25-30 GAL., 6' HT.
3 TO 1
21
~
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6 Live Oak
65 GAL.. 14' HT.
5 TO 1
30
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>=-
>=-
>=-
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~ >=-II ~ ~
~ (MG\ >=- ~ ~
<.y"X , 1.1 I I, . ; ~
'X' ."" ~'" . .. ..... 1 1 1 1 (Ri\ J~." I-
---_ ~_ __ ~ W z ~ r ~ ' j I fC]'1
~~ ~
~ 1= \V
0,' ~i6c -,'EX1ST. CCJNCROED(!WE',!;: ~
GRASS J ~ E?p^~"'v/'/'"' "../ '-.\
15' EASEMENT HAS BEEN
L- CONVEYED TO THE CITY OF
WINTER SPRINGS FOR URBAN
BEAUTIFICATION PROJECT.
TOTAL REPLACEMENT TREES PROVIDED = 51
f%\
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GENERAL LANDSCAPE NOTES:
:-
.~
:>-
'...:
PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS IT
BORE IN THE CONTAINER
PLANTING HOLE TO HAVE
VERTICAL SIDES
3" PINE BARK MULCH LAYER
- FINISHED GRADE
PLANTING BACKFILL
EXISTING SUBGRADE
:-
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,"LEGEND
1. ALL LANDSCAPE MATERIAL SHALL BE FLA. NO, 1 GRADE OR BETTER, AS
SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND
II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN
ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE
MA TERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES.
DOLLAR GENERAL
8125 SQ. FT.
BUILDING IS PARALLEL TO
NORTHERN PROPERTY LINE
FINISH FLOOR
ELEV. 56.00
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2. ALL SHRUBS SHALL BE A MINIMUM OF 30" HIGH AT THE TIME OF PLANTING
AND SPACED NO GREATER THAN 30" ON CENTER. SHRUBS SHALL NOT
ADVERSEL Y IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD
ADJUSTED IF NECESSARY,
ALL RETENTION POND
SIDE SLOPES AND
BOTTOM TO BE SODDED
WITH BAHIA SOD.
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TO BE REMOVED
3. ADJUST ALL TREE PLANTING LOCATIONS AS NECESSARY TO AVOID UTILITIES,
OBSTRUCTIONS, ETC.
SEE MATERIALS LIST FOR EXACT SPECIFICATIONS.
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4. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM
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5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED
TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE
100% COVERAGE. SEE IRRIGATION PLAN,
6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING
SHALL BE MULCHED TO A 3" MINIMUM DEPTH.
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NOTE: 1. ARBOR TIE STAKING COMPONENTS
MANUFACTURED BY STAKING SYSTEMS
INC, OR ACCEPTABLE EQUAL.
2. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INST ALL A TION.
---
---
---
---
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES
AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS. AND RUBBISH.
8. VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS, REMOVE
EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS
OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS ,
WHERE ENCOUNTERED.
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9. CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING,
SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND
ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE
A TROUBLE FREE INSTALLATION.
10, THE EXACT LOCATION OF ALL EXISTING STRUCTURES. UNDERGROUND
UTILITIES. AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS: THE
CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND
SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR
DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE
CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY
SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE
FOR THEIR REPLACEMENT IF DAMAGED BY HIM.
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ALL TREES SHALL BE WATERED IN THOROUGHLY WITH
A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL
TO REMOVE EXISTING AIR POCKETS AND TO PREVENT
FURTHER TREE SETTLEMENT.
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NOT TO SCALE
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TOP=61.42
THE CONTRACTOR SHALL
CALL SUNSHINE
48 HOURS BEFORE DIGGING
(800) 432-4770
SHEET
HARDEMAN · KEMPTON
A ASSOCIATES
L1
Landscape ....chltects
2207 W. NORTH 'A' ST. TAt.lPA. FLORIDA (813) 258-0066
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IRRIGA 1l0N LEGEND:
ORAWN BY: KC
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RAIN BIRD 1806 SERIES POP-UP WI 15' NOZZLE (ARC AS NEEDED) DOUBLE CHECK ASSEMBLY~
1806 SERIES POP-UP WI 12' NOZZLE (ARC AS NEEDED) TEST COCK
RAIN BIRD
RAIN BIRD 1806 SERIES POP-UP WI 10' NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 SERIES POP-UP WI 8' NOZZLE (ARC AS NEEDED)
RAIN BIRD 1806 SERIES POP-UP WI 15' STRIP NOZ. (ARC AS NEEDED)
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USE RAIN BIRD 1812 AS NEEEDED IN LANDSCAPED AREAS
FINISH GRADE---./
RAIN BIRD 5004 ROTOR wi 1.0LA NOZZLE (ARC AS NEEDED)
RAIN BIRD 5004 ROTOR wi 1.5LA NOZZLE (ARC AS NEEDED)
POINT OF CONNECTION - 3/4" POTABLE WATER METER
(18 GPM AT 60 PSI REQUIRED)
WA TTS 007M1 QT - 1" BACKFLOW PREVENTION DEVICE
(CHECK LOCAL CODES)
RAIN BIRD ESP-16LX+ HYBRID IRRIGATION CONTROLLER
(SEE IRRIGATION NOTES FOR INSTRUCTIONS)
GAL V. NIPPLE
LENGTH AS REQ'D ·
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BACKFLOW PREVENTER
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RAIN BIRD PGA-100 1" REMOTE CONTROL VALVE
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LOCAL CODE) - SIZED AS INDICATED
LATERAL LINE - PVC CLASS 160 - (UNLESS OTHERWISE
REQUIRED BY LOCAL CODE) - SIZED AS INDICATED
NOTE: ALL LATERAL LINES NOT SIZED SHALL BE 3/4"
111111111111111111111111111111111111 SLEEVING - PVC SCH 40 (SEE IRRIGATION NOTES FOR SIZING)
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CONTROL VALVE
1. IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE
EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING
UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK.
ALL MAIN LINE PIPING SHALL BE BURIED AT A DEPTH TO HAVE A MINIMUM
COVER OF 18". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF 12".
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IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS.
SUPPL Y PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS. AND CHIPS
PRIOR TO THE INSTALLATION OF THE BACK FLOW PREVENTOR.
SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS.
MINIMUM SLEEVE SIZE SHALL BE 2".
12" HIGH POP-UPS SHALL BE USED IN ALL SHRUBBERY AREAS.
SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES.
ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE
CONTROL VALVES SHALL BE AWG SIZE 14, TYPE UF DIRECT BURIAL, SINGLE
STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE
BOTTOM OF THE MAIN LINE PIPE WITIES AT 10' INTERVALS. WIRE BURIED
IN TRENCHES WIOUT MAIN LINE PIPE SHALL BE INSERTED IN 1/2" CL 160
PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16".
FINISH GRADE
RAIN BIRD 1806 POP-UP
OR #5004 ROTOR
DOLLAR GENERAL
8125 SQ. FT.
BUILDING IS PARALLEL TO
NORTHERN PROPERTY LINE
FINISH FLOOR
ELEV. 56.00
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8. IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY
A CERTIFIED TECHNICIAN.
FRONT
DOOR
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9. BACKFLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY.
10. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND SHRUBS.
11, ALL PVC PIPING FOR MAINLINE , SLEEVES AND RISERS SHALL BE SCH. 40.
ALL OTHER PIPING SHALL BE CLASS 160 OR 200.
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12. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX
PIPE CONNECTION.
13. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURF ACES AND WALLS.
14. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING.
15. IRRIGATION CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON
REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM THESE
DRAWINGS. THE AS-BUILT SHALL LOCATE ALL MAIN LINE PIPING, CONTROL
WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES.
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CITY OF WINTER SPRINGS TO
INSTALL AND MAINTAIN LANDSCAPING
WITHIN 15' EASEMENT AS PART OF
BEAUTIFICATION PROJECT.
16. ALL VALVES. GATE VALVES AND QUICK COUPLING VALVES SHALL BE INSTALLED
IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3" BED OF PEA GRAVEL.
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17. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A
LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE
INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE
AREAS.
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#5 REBAR STAKE
lENGTH AS REQ'D
MIN. 24" BELOW
GRADE
SeH 40 pve
COMB. ELL
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SCH. 80 NIPPLE
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STRIPING
WAGNER ROAD (
(PAVED ROAD) SJ: ATE ROAD A~ A )
PROPOSED SPEE~80 RIW WIDTH) ~
UMIT - 45 MPH
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18. ALL RISERS SHALL BE PLACED A MIN. OF 12" FROM ANY SIDEWALK, PATIO
OR ROAD.
19. EXACT CONTROLLER LOCATION TO BE COORDINATED WI TH AN OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
20. PROPERLY GROUND THE CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND
ROD WITH AWG #6 BARE SOLID COPPER WIRE. ALL SPLICES AND CONNECTIONS
TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WITH KING TECHNOLOGY #6
WIRE CONNECTOR.
21. ALL PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH LOCAL CODES.
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FOUND NAIL c!c DISK
PI STATION 113+72.71
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SCH. 40 pve TEE
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TOP=61.42
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HARDEMAN · KEMPTON
a ASSOCIATES
THE CONTRACTOR SHALL
CALL SUNSHINE
48 HOURS BEFORE DIGGING
(800) 432-4nO
SHEET
IR1
Londscope Architects
2207 W. NORTH 'A' ST. TAMPA. FLORIDA (813) 258-0066