HomeMy WebLinkAbout1250 E 26 Pl (new Constr) (a) (3)CITY OF SANFORD PERMIT APPLICATION
Permit # : d-`- LJ &N Date:
.Job Address: 1250 East 26th Place (Sanford Airport)
Description of Work: New Construction
Historic District: Zoning: RI -I Value of Work: $ 727,000.00
Permit Type: Building X Electrical X Mechanical X Plumbing X Fire Sprinkler/Alarm X Pool
Electrical: New Service - # of AMPS 400 Addition/Alteration Change of Service Temporary Pole X
Mechanical: Residential Non -Residential X Replacement New X (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures 4 # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial
Occupancy Type: Residential Commercial Industrial X ToWSq=w ge: 20,000
Construction Type: IV ' # of Stories: I # of Dwelling Units: N/A Flood Zone: X (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Sanford Airport Authority, 1200 Red Cleveland Boulevard, Sanford, FL
32773 Phone: (407) 585-4010
Contractor Name & Address: Soolskl Construction, Inc., 1425 E. Airport Boulevard, Sanford, FL 32773
State License Number: CGCOJ 1729
Phone & Fax: (407) 322-8424 / (407) 322-843 o 4arson--"'KeyfifSDolskit s' ; > ohe: (407) 322-8424
Bonding Company: United Fire & Casualt Com
Address: 118 Second Avenue SE, Cedar Rapids, A 52401
Mortgage Lender: N/A
Address:
Areriwet/Englnser: T. N. Davis, P. E. 07857) phuaa: (407) 322-8424
Address: 1425 E. Airport Boulevard, Sanford, FL 32773' Fax: (407) 322-8436
Application is hereby made to obtain a permit to do the work and installations as i idiclited: 1 certify that i6w�odi or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all Isws w;au oliag cirjstr ctipu� is jurisJictiun. [ understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING,,WZ§SWELL*i PMOL$ F01tNA E$. LERS, HEANRS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional ayatf,tions applicable to this property that may be found in the public records of
this county, and there may be additional permits required f other governrne114e®ties such as water management districts, state agenci or federal agencies.
,o to y o N rn
N o Lance of rmi ' rifkation that 1 will notify ne of the propertd+4t"CO remen o rida Lien Law, FS 713.
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Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID _ Produced ID
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APPLICATION APPROVED BY: Bldg:/i� 7
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EXISnNG qSp �r 1 SCHD. 40 SPACED
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SPR. COIL TENSION
EXISTING gSpH ��
EXISTING ASPHALT
ACCESS DRIVE
157 S 9'54 3" W 3 0.00 11, 111111 166
6' CHAIN LINK F
1- - -r
CONNECT EXIS ING 6' -
HIGH SECURITY- FENCE
TO WING WALL.I
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VACANT
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01 27'
:P
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WI[--- W -E--
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& CAP AIRPORT SECURITY FENCE 3'0-
LB 68 DURING CONSTRUCTION.
FENCE TO BE 5' INSIDE
I OF EXIS-TrM PAVEMENT.
I CATCH BASIN
TOP -54.05
INV -50.83
CONNECT PROPOSED 6' HIGH
SECURITY FENCE TO EXISTING
6' HIGH SECURITY FENCE.
\_
EXISTING CONCRETE
I APRON
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I o I SOUTHERN JET CENTER #450
I I I 1300 E. 26TH PLACE
1
1 STORY
(I CONC. BLK./METAL BLDG..
N FF ELEV = 56.58
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STOP I BAR / SIGN
II 164 ��
N 89'43'50" E 300.00' n 1 NAIL do CAP 1
68
N 2 6 TH PLACE ASPHALT II 1
(PRIVATE STREET) 1 II
II 1
NOTE: STOP BARS SHALL BE 24" WIDE,
WHITE THERMOPLASTIC AND STOP p I SITE BENCHMARK
SIGNS SHALL BE 30 -INCH, HIGH
INTENSITY GRADE. 11 BRIDGE SPIKE
POINT OF BEGINNING (11 ELEV = 58.45
SANITARY MANHOLE -►
TOP -59.42
INV=47.65 (N)
INV=47.72 (S
12
LINE POST
STRETCHER BAR
i--9 GA. AL
STEEL FABI
STRETCHER B/
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BRA,
DIAGONAL BRI
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TOP 1 5/8. 01
GSP. SCHD. 40
DROPBAR W/
1"=30'
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PADLOCK AN
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W/ TURNBUCKLE
HANGAR #517
6-
HEIGHT. LETTERS ARE TO BE SERIES "C",
1• DIA. SCHO. 40
IN CONC. FTG.
12'k___1
Place
GATE
1
12"
FTO-25
FENCE DETAIL
NTS
CORNER POST
SITE DATA
1"=30'
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NOTES
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Development Data
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Development Name
HANGAR #517
6-
HEIGHT. LETTERS ARE TO BE SERIES "C",
11
Proposed Street Address
1250 E. 26th
Place
Q
LL.
Sanford, Florida 32773
�
Site Parcel ID Number
06-20-31-300-0010-0000
N
Existing Zoning
RI -1
=
00
WHITE REFLECTORIZED LEGEND AND BORDER.
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3. BOTTOM PORTION OF SIGN SHALL HAVE A
=
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Development Site
REFLECTORIZED (ENGINEERING GRADE) WHITE
=
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BACKGROUND WITH BLACK OPAQUE LEGEND do BORDER.
Total Area
= 91,040.40
s.f. =
2.09
Ac.
Impervious Area
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND do BORDER.
Pavement
5. ONE SIGN REQUIRED FOR EACH PARKING SPACE.
6. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
Apron
= 47,031.00
s.f. =
1.08
Ac.
Parking/Access
= 4,024.00
s.f. =
0.09
Ac.
Building (200'x100')
= 20,000.00
s.f. =
0.46
Ac.
Sidewalk
= 1,266.00
s.f. =
0.03
Ac.
Total Impervious Area
= 72,321.00
s.f. =
1.66
Ac.
Site Area
Site - Developed
= 91,040.40
s.f. =
2.09
Ac.
Impervious Area
= 72,321.00
s.f. =
1.66
Ac. =
79.43 %
Green Space
= 18,719.40
s.f. =
0.43
Ac. =
20.57 %
PARKING REQ
UIRMENTS
PROVIDED
BARBED STANDARD SPACE (10'
x 20') = 12
- HANDICAP SPACE (12'
x 20') = 1
SPACES PROVIDED
= 13
O.D. GST. SCHD. 40
CORNER
WATERPROOF CAP
INGE (2)
4. O.D. GSP. SCHD. 40
AT GATE OPENING
HORIZONTAL BRACE'
DIAGONAL BRACE
/---WI TURNBUCKLE
3'6-
GA ITE POST
WHITE THERMOPLASTIC
(TY')
#'-on
TYPICAL PAVEMENT SYMBOL FOR
HANDICAPPED PARKING
ARKING BY
_DISABLED
PERMIT
ONLY
FINE $250.00
CITY (NSD. 3211
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1"=30'
I-
NOTES
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1. ALL LETTERS SHALL BE BLACK AND 1" IN
50731
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6-
HEIGHT. LETTERS ARE TO BE SERIES "C",
PER MUTCD.
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2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
_
(ENGINEERING GRADE) BLUE BACKGROUND WITH
=
00
WHITE REFLECTORIZED LEGEND AND BORDER.
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3. BOTTOM PORTION OF SIGN SHALL HAVE A
=
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REFLECTORIZED (ENGINEERING GRADE) WHITE
=
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BACKGROUND WITH BLACK OPAQUE LEGEND do BORDER.
=
4. FINE NOTIFICATION SIGN SHALL HAVE A
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07
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND do BORDER.
5. ONE SIGN REQUIRED FOR EACH PARKING SPACE.
6. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24-23 OF THE MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (MUTCD)
J
1) MAXIMUM BUILDING HEIGHT = 27'-9" (27.75')
2) AIRPORT SECURITY FENCE TO BE INSTALLED WITH THE
APPORVAL OF THE AIRPORT OPERATIONS PRIOR TO ANY
3) SOLID WASTE COLLECTION WILL BE SHARED WITH SOUTHERN
JET CENTER.
SEE DETAIb%fa
PARKING SIGNA
SPECIFICATIONS
SEE DETAIL FOR
DISABLED SYMBOL
SPECIFICATIONS
NOTES:
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN
BLUE PAINT OR THERMOPLASTIC, AND SHALL BE POSTED AND MAINTAINED
WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED
PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION.
SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE
PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT OF TRANSPORTATION.
2. F.D.O.T. RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES.
HANDICAP PARKING STRIPING
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02/07/03
DESIGN:
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Michael D. Harding
Florida P.E. #47884
SCALE:
1"=30'
DATE:
02/07/03
DESIGN:
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JOB NO,
SHEET
50731
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MAR 3 n 2n04
PROJECT LOCATION PLAN
AT
SANFORD, FLORIDA
PREPAIRED FOR
SANFORD AIRPORT AUTHORITY
WILLIAM R. MILLER — CHAIRMAN
CLYDE H. ROBERTSON — VICE CHAIRMAN
O. OEOFFREY I ONOSTAFF — SECRETARY/TREASURER
COLONEL CHARLES H. OIBSON — MEMBER
BRINDLEY B. PIETERS — MEMBER
KENNETH W. WRIOHT— MEMBER
SANDRA S. GLENN — MEMBER
JOHN WILLIAMS. — MEMBER
LON K. HOWELL — MEMBER
LARRY A. DALE - PRESIDENT �r. CEO
VICTOR D. WHITE - EXECUTIVE VICE PRESIDENT
D IAN E CREWS - V.P. OF ADM I NSTRATION
STEPHEN H. COOVER - ESQUIRE
P r I T Ao4l
PLANS REVIEWED
CITY OF SANFORD
UST OF D12,AWINOS
SHEET No.
C11
D ESC •' I PTI O N
GOVER SHEET
G -a
GENI_.F,1 - 40TES
C13
SITE GEQi~ c.—LrrZY
C--4
51TE 0RAZ")IN0AND DRAINA0E PLAN
G5
SITE UTILITY PLAN
C-6
SITE LANDSCAPING PLAN
C17
DETAILS
A-1
FLOOR PLAN
Art
FOUNDATION PLAN
A-5
y
----------
�..q.
ELECTRICAL PLAN
BUILDING ELEVATION5
A-6
HVAC AND REFLECTED CEILING PLANS
MAMWAY
9C -27C
1RUNWAY
hk
• •
RCIQ
MAR 3 n 2n04
PROJECT LOCATION PLAN
AT
SANFORD, FLORIDA
PREPAIRED FOR
SANFORD AIRPORT AUTHORITY
WILLIAM R. MILLER — CHAIRMAN
CLYDE H. ROBERTSON — VICE CHAIRMAN
O. OEOFFREY I ONOSTAFF — SECRETARY/TREASURER
COLONEL CHARLES H. OIBSON — MEMBER
BRINDLEY B. PIETERS — MEMBER
KENNETH W. WRIOHT— MEMBER
SANDRA S. GLENN — MEMBER
JOHN WILLIAMS. — MEMBER
LON K. HOWELL — MEMBER
LARRY A. DALE - PRESIDENT �r. CEO
VICTOR D. WHITE - EXECUTIVE VICE PRESIDENT
D IAN E CREWS - V.P. OF ADM I NSTRATION
STEPHEN H. COOVER - ESQUIRE
P r I T Ao4l
PLANS REVIEWED
CITY OF SANFORD
LEGAL DESCRIPTION:
From the South 1/4 Section Corner of Section 6, Township 20
South, Range 30 East, Seminole County, Florida, run N.00 18'56"W.,
along the North-South 1/4 Section Line of said Section 6, a
distance of 2909.04 feet; thence run N.890 43'18"E. 252.28 feet
for a POINT OF BEGINNING; thence continue N.89° 54'11"W 300.00
feet; thence run S.000 16'42"E. 304.10 feet to the Point of
B eginning.
SURVEY NOTES:
1) Bearings shown hereon are based on the centerline of runway
9-27 being due East.
W�rllandcpsanfprd
BUILDI
Sanford Airport Authority
1200 Red Cleveland Blvd.
Sanford, FL 32773
UST OF D12,AWINOS
SHEET No.
C11
D ESC •' I PTI O N
GOVER SHEET
G -a
GENI_.F,1 - 40TES
C13
SITE GEQi~ c.—LrrZY
C--4
51TE 0RAZ")IN0AND DRAINA0E PLAN
G5
SITE UTILITY PLAN
C-6
SITE LANDSCAPING PLAN
C17
DETAILS
A-1
FLOOR PLAN
Art
FOUNDATION PLAN
A-5
BUILDING 5ECTIONS
�..q.
ELECTRICAL PLAN
BUILDING ELEVATION5
A-6
HVAC AND REFLECTED CEILING PLANS
LEGAL DESCRIPTION:
From the South 1/4 Section Corner of Section 6, Township 20
South, Range 30 East, Seminole County, Florida, run N.00 18'56"W.,
along the North-South 1/4 Section Line of said Section 6, a
distance of 2909.04 feet; thence run N.890 43'18"E. 252.28 feet
for a POINT OF BEGINNING; thence continue N.89° 54'11"W 300.00
feet; thence run S.000 16'42"E. 304.10 feet to the Point of
B eginning.
SURVEY NOTES:
1) Bearings shown hereon are based on the centerline of runway
9-27 being due East.
W�rllandcpsanfprd
BUILDI
Sanford Airport Authority
1200 Red Cleveland Blvd.
Sanford, FL 32773
1 Unless otherwise specified, all work shall be performed consistent with the following 17.2 The Contractor shall comply with all applicable safety codes and with all 21.5 Should Contractor or its Subcontractors discharge, release or z
specifications: Seminole County and the City of Sanford. applicable laws, ordinances, rules, regulations and lawful orders of any g dispose of any hazardous material o
on or about the Job Site in violation of this Paragraph, Contractor shall immediately so inform
public, quasi public or other authority having jurisdiction for the safety
of persons or property for their protection against damage, injury or Owner in writing. In the event of any spill, release or any other reportable occurrence,
a
2 This design has been based upon field survey by: Kitner Surveying, Sept. 27, 1994 loss, or designed to protect
Contractor shall notify the appropriate governmental agency and shall take such action as may bect the environment. The Contractor shall erect t
leerious effect of such silI on persons and geotechnical evaluation performed by and maintain, as required by existing conditions and progress of the Work, necessary to minimize the dep p sons or property.
Harding ESE makes no assurances regarding the accuracy of such survey or all reasonable safeguards for safety and protection, including posting danger
geotechnical evaluation. signs and other warnings against hazards, promulgating safety regulations and b
S
its Subcontractors encounter on the Premise
notifying owners and users of adjacent utilities of the existence of hazards 21.6 In the event Contractor or s any pipeline, underground
and of the safety regulations. storage tank or other container, of any kind, that may contain a hazardous material, or encounter
3 Contractor shall familiarize himself with the site, including all surface and sub -surface material reasonably believed to be a hazardous material, Contractor shall immediately stop work in
conditions, the work required and all other conditions that may effect the successful the area affected and report the condition to Owner in writing. -
completion of the job prior to commencement of work. 17.3 All damage or loss to any property referred to in Clauses 17.10 and 17.1(C)
r
caused in whole or in part by the Contractor, a Subcontractor, or by anyone 4 —1111
21.7 If Contractor or its Subcontractors do not comply with the requirements of this Paragraph, Owner
for whose acts any of them may may, but is not obligated to, give written notice of violation to Contractor. Should Contractor liable, shall be remedied by the contractor, 8
4 The Contractor shall give all notices and comply with all laws, ordinances, rules, except damage or loss properly attributable solely to the acts or omissions of or its Subcontractors fail to comply with the requirements of the
regulations and permit conditions bearing on the conduct of the Work, as drawn and the Owner, or the Engineer or anyone employed by them, or for whose acts any of Paragraph within twenty-four
specified. If the Contractor observes that the drawings and specifications are at (24) hours from the time Owner issues such written notice of noncompliance or within the time of t
them may be liable, and not properly attributable in whole or in part, to the an abatement period specified by any governmental agency, whichever period is shorter, Contractor L)
variance therewith, he shall promptly notify the Engineer, in writing, and any necessary fault or negligence of the Contractor, shall be in material default of this Contract. z
changes shall be adjusted, as provided in the Agreement for changes in the Work.
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17.4 Until final acceptance of the Work by Owner, the Contractor shall have the charge " "
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5 The Contractor shall be responsible to the Owner and the Engineer for the acts and omissions 21.8 Hazardous material means any substance: (a) the presence of which requires investigation or
and care of and shall bear the risk of injury or damage, loss or expense to any remediation under any present federal, state or local statute, regulation, ordinance, rule, code, a
of Contractor's employees and all his subcontractors and their agents and employees and other part thereof, or to any materials stored on site, by the action of the elements order, action, perry or common law, 1, to which is or becomes def " A
persons performing any of the Work under a contract with the Contractor. or from any other cause whether arising from the execution or non -execution of coed as a Hazardous waste,
hazardous substance," pollutant or contaminant under any present federal, state or local statute,
the Work. The Contractor shall rebuild, repair, restore and make good all injuries regulation, rule or ordinance or amendments thereto including, without limitation, or damages to any portion of the Work occasioned by any of the above causes before -`i the Comprehensive
6 The Contractor shall be responsible for making all necessary arrangements with governmental Environmental Response Compensation and Liability Act (42 U.S.C. Sections 9601 et seq.) and/or the
final acceptance and shall bear the expenses thereof. Resource Conservation and Recovery Act (42 U.S.C. Sections 6901 et seq.), or (c) which is toxic,
N_ departments, public utilities, public carriers, service companies, and corporations owning , , corrosiveflammable, infectious, radioactive carcinogenic, or controlling roadways, railways, water, sewer, gas, electrical, telephone, and telegraph explosiveg c, mutagenic, or otherwise
facilities such as pavements, tracks, piping, wires, cables, conduits, poles, guys, or other17.5 The Contractor shall not load or permit any part of the Work to he loaded hazardous and is regulated by any governmental authority, agency, department, commission, board,
. similar facilities, including incidental structures connected therewith that are encountered endanger its safety. No load shall be placed on a roof without the approvall as to of the agency or instrumentality of the United States, the state in which the Premises are located or anypoetical subdivision thereof, or (d) the presence of which on the
in the Work in order that such items may be properly supported, protected or located. Owner or Premises causes or threatens to
Engineer. cause a nuisance upon the Premises or to adjacent properties or poses or threatens to pose a hazard
to the health or safety of persons on or about the Premises, or (e) which contains gasoline, diesel
7 Unless otherwise specified in the general conditions, all construction is to be governed by the17.6 Those parts of Work in place which are subject to damage because of operations being fuel or other petroleum hydrocarbons, or W which contains polychlorinated biphenyls (PCBs), asbestos, plans, applicable permits, and specifications herein, and all applicable Federal, State and Local carried on adjacent thereto shall be covered, boarded up or substantially enclosed lead or urea formaldehyde foam insulation.
building and safety codes, laws and ordinances. with adequate protection by the Contractor at Contractor's expense.
22 The existing utilities shown are approximate. The contractor shall field locate all existing utilities as to
size, location, and elevation. The contractor shall notify the engineer of any and all conflicts prior to
Prior to performing any work within any public or utility right-of-way, Contractor shall obtain 17.7 Permanent openings used as thoroughfares for the introduction of Work and materials beginning construction.
authorization and permit from jurisdiction responsible for such right-of-way. In addition, to the structure shall have heads, jambs and sills well blocked and boarded by the
Contractor shall obtain gas I.D. number from local gas company and notify Underground Utilities, Contractor. Owner retains the authority, but assumes no duty, to establish standards
Notification Center at 1-800-432-4770 at least 72 hews prior to start of work of protection, and to review the efficiency of protective measures taken by the Contractor. 23 If any testing, inspection or approval reveal defective work, contractor shall NOT
be allowed to receive any associated costs and the owner shall be entitled to deduct from the contract
9 Prior to performing any work within any public right--of-way, Contractor shall develop and implement 17.$ Adequate traffic control, barricades and flagman services shall be furnished and price, by issuing a change order, owner's costs arising out of the defective work, including costs of repeatedprocedures, compensation for engineer's and design engineer's services and other related costs.
a traffic control plan consistent with the 'Manual on Uniform Traffic Control Devices" published by maintained by the Contractor at all points where conveying equipment engaged on
the U.S. Department of Transportation, Federal Highway Administration. the Work regularly enters onto or crosses traffic -carrying roads.
24. An Approved Safety and Security Plan Must be submitted and
10 In the event the Contractor discovers any errors or omissions in the plans he shall immediate) no ' approved to the Airport Authority prior to commencement o f
y tify 18 18.1 The Contractor shall comply in every respect with the Federal Occupational Health construction,
the owner or owner's agent. and Safety Act of 1970 and all rules and regulations now or hereafter in effect
under said Act, and the Contractor further agrees to comply with any and all
11 Contractor shall preserve and protect all permanent reference monuments, permanent control points, applicable state laws and regulations pertaining to job safety and health. 25. An N P D E S Notice o f Intent and C e r t i f i e d I
specter is required per
Permanent bench marks and property corners. In the event the monuments, points or markers are disturbed State of Florida Regulations,
the Contractor shall employ a Florida Registered Land Surveyor to reset or replace them. 18.2 The Contractor shall protect and keep Owner (including their agents and employees)
free and harmless from any and all liability, public or private, penalties, contractual
12 The owner, owner's agent and inspectors of applicable government jurisdictions, shat at all times
or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, 26. Temperory f encing Must be erected to seperate construction activity
claims or judgments resulting from the Federal Occupational Safety and Health Act of 1970
have access to the work wherever and whenever it is in preparation or progress; and the Contractor as amended or any rule or regulation promulgated thereunder or of any state laws or from the A 0 A (Airport
Operations Area )
shall provide proper facilities for such access and for the inspection. regulations pertaining to job safety and health arising out of or in any way connected
with the performance of Work or Work to be performed under this Contract, and Contractor 27. SJ R WMD Permit= #4-117-22192-27 Is approved f or this project. ALL
13 It is the Contractor's responsibility to take all reasonable and prudent precautions to insure that shall indemnify Owner from any such claims, penalties, suits or actions, public or private, administrative or judicial, including attorney's fees paid or incurred by or on behalf of construction i S to c o n f o r m to these regulations.
all completed work, materials and equipment stored on site are safe and secured from unauthorized Owner, jointly or severally, and/or their agents and employees. The Contractor further
access or use. Such precautions may include installation of signs, fences, or posting of security guards. agrees, in the event of a claimed violation of any federal or state safety and health law
or regulation arising out of or in any way connected with the performance of Work or Work
to be performed under this Contract, Owner may immediately take whatever action is deemed
14 Contractor shall, at all times, utilize all normally accepted and reasonably expected safety practices necessary by Owner to remedy the -claimed violation. Any and all costs or expenses paid or
and comply with all Federal, State and Local regulations, ordinances and guidelines pertaining to safe incurred by Owner in taking such action shall be borne by Contractor, and Contractor agrees
utilization of equipment or materials as published by manufacturer. to protect, hold harmless and indemnify Owner against any and all such costs or expenses.
15 Prior to initiating any excavation (including but not limited to tunnels, ditches, stormwater ponds, 19 All Work performed under the Contract, and all equipment, appliances, tools and like items
canals, artificial lakes) Contractor shall install fences and take all other reasonable and prudent used in the Work shall conform to applicable safety codes and regulations of any public or
steps to insure that access to excavation by unauthorized personnel is prevented. other authority having jurisdiction. In the event of conflicting requirements, the more as
stringent interpretation or regulation shall govern. w O
16 Contractor shall comply in every respect with the provisions of the Florida State Trench Safety Act. N L!7 a
and "OSHA Confined Space Requirements".Z :4.(Y�
20 The Contractor shall develop and implement an erosion control plan to minimize erosion and
insure functioning of stormwater management system upon completion of construction.
17 17.1 The Contractor shall take all reasonable precautions for the safety of,
and shall provide all reasonable protection to prevent damage, injury or loss to: Q q
21 21.1 Contractor and its subcontractors shall use, handle, transport, and dispose of all O
A. All employees on the Work and all other persons who may be affected thereby
hazardous materials (as defined Paragraph 21.8) in compliance with all present federal, wz
state and local environmental, health or safety law, including, but not limited to, all
such statutes, regulations, rules, ordinances, codes, and rules of common law.
B. All the Work and all materials and equipment to be incorporated therein,
whether in storage on or off the site, under the care, custody or control 21.2 Contractor further agrees that Contractor and its Subcontractors shall not cause the
of the Contractor or any of its subcontractors; and discharge, release or disposal of any hazardous material created by its work on or
about the Job Site. In the event of any spill, release or any other reportable occurrence,
Contractor shall notify the appropriate governmental agency and shall take such action as
C. Other property at the site or adjacent thereto, including trees, shrubs, may be necessary to minimize the deleterious effect of such spill on persons or property.
lawns, walks, pavements, roadway, structures and utilities not designated
for demolition in the course of construction.
21.3 Contractor and its Subcontractors shall, upon completion of performance of all duties
under this Contract, remove all supplies, materials, and waste containing and hazardous
material from the Job Site. Contractor shall bear full financial responsibility, as
between the parties of this Contract, for the compliance of Contractor and its Subcontractors
with the provisions of this Paragraph 21.7.
21.4 Contractor agrees to indemnify, defend, protect and hold the Owner harmless from and against Florida P.E. #47884
any claims including, without limitation, actual attorney's fees and any costs of investigation, SCALE: 1"=1'
soils testing, governmental approvals, remediation and clean-up arising out of or in any way
connected with the failure of Contractor or its Subcontractors, or their agents, employees, DATE: 02/07/03
officers, or representatives, to comply with the terms of this Article 21.
DESIGN: JBJ
DRAWN: JBJ
CHECKED: MDH
JOB NO. SHEET
50731
C2
e
8888.
6' CHAIN LINK
CONNECT EXIS ING 6t-
HIGH SEC URIT . FENCE
TO WING WALT_..
VAC ANT
LO T
I
VAL'
Q- 9L
EXTENDED
ELEV.=55.41
200.00"'
vow
rn
}- I
Q
�ry
' PRIMARY SURFACE LINE ELEV.=55.41
l
ej
__.
Or-- -�"" cTOP " 04.D0.
ry
D.
�-
PP -TFC 310N �-� -- `-
0 F RWNW p � f . -
2 1/2" O.D. GSP.
soSM. 40 SPAM
U A"
MAX
- -E- - -
POLE N,I►PP _ --•ET -
III
I
I
I
EXISTING
ACCESS SPHALt �r r1 ~�~ ---- �� 1
LO
7 GA. AL. COATED
SPR COIL TENSION
� wmE
EAl, nNG
ACCESS DRIVE. ASPHALT EXISTING ASPHALT
s7 S 9.5 43' W 00.0 166
NAIL &CAP AIRPORT SECURITY FENCE
#L0 6s DURING CONSTRUCTION.
FENCE TO BE 5' INSIDE
7fl
OF EXIS PAVEMENT.
CATCH BASIN
L;uvTOP=54.05
(E C. ACC SS 9) INV=50.83
CA I 27'
O -.
-P I
of
I
I
WATER
CO
1 "=30'
I-
FTO-25
1" R
JB J
Development Name HANGAR #517
NOTES
Proposed Street Address 1250 E. 26th
Place
O
Q
1.
ALL LETTERS SHALL BE BLACK AND 1" IN
Sanford, Florida 32773
07
N
Site Parcel ID Number
06-20-31-300-0010-0000
PER MUTCD.
Existing Zoning
2.
TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
In
QU
r
(ENGINEERING GRADE) BLUE BACKGROUND WITH
PARKING By
00
WHITE REFLECTORIZED LEGEND AND BORDER.
DISABLED
3.
0)
PF>'OPOSED H.4N AR
FF FL. 56.75
II
PIPES -4
I
I
I
36' 1 { 5
II~
u
u
IIS 73'
20' _
_ _L_8" R _ I_ CONNECT PROPOSED 6' HIGH
-`j- SECURITY FENCE TO EXISTING
6' HIGH SECURITY FENCE.
EXISTING CONCRETE
APRON
I
I
O I SOUTHERN JET CENTER #450
J I I 1300 E. 26TH PLAC E
1 STORY
----I
CONC. B LK./METAL BLDG..
I ` FF ELEV = 56.58
� I
(kl , I
to
CSILH
I
12' 41.26'
4
13 I
I
0
LO
II
II = I
II ANC HO I
_ _ _ _ _ M M O 0
I W_ - - W- - -1 WATER,. MAIN' 1+, - - - - -
.E. -.E- -E�• W-- .�E TrPP'-' r� E- rY -E._ SL -E- �lL -E%�- - - _-�L E- I -„i -E- L � -
O� POLE I) -E POS
ONC RETE � (
OX
I `O B STOP I BAR %IGN
0 724" hite Theal Plastic
SgLVE II I 164
11
N 89. 43'50" E 300.00' II I NAIL c
2 6 TH
NPLACE EXISTING I
- - ASPHALT �
(PRIVATE STREET)
I
NOTE: STOP BARS SHALL BE 24" WIDE, II y`o I
WHITE THERMOPLASTIC AND STOP II I
SIGNS SHALL BE 30 -INCH, HIGH II SITE BENCHMARK
INTENSITY GRADE. II BRIDGE SPIKE
POINT OF BEGINNING IIII ELEV = 58.45
SANITARY MANHOLE
TOP=59.42
INV=47.65 (N)
INV=47 72 (S)
E
D
380"
r�
�12w�
LIIVE POST
STRETCHER BAR
DROP BAR W/
PADLOCK AND
HASP.
DIAGONAL BRACE !
W/TURNBUCKLE
1" DIA. SCHD. 40
IN CONC. FTG.
i--• 9 GA. AL. COAL
STEEL FABRIC
STRETCHER BAR
HOR.
BRACE
DIAGONAL BRACE
W/ TIIRNBUCBLS
TOP 13/8" O.D.
GSP. SM 40
CONC.
I
Q_c•,•u.,.,D BARBED
RE
1* OJ). GST. SCHD. 40
,T CORNER
�12•�
CORNER POST
CONC. FTG.
FENCE DETAIL
NTS
WHITE THERMOPLASTIC
...(TYP)
TYPICAL PAVEMENT SYMBOL FOR
3860
12"
12"
1 "=30'
I-
FTO-25
1" R
JB J
Development Name HANGAR #517
NOTES
Proposed Street Address 1250 E. 26th
Place
O
Q
1.
ALL LETTERS SHALL BE BLACK AND 1" IN
Sanford, Florida 32773
o
HEIGHT. LETTERS ARE TO BE SERIES "C",
Site Parcel ID Number
06-20-31-300-0010-0000
PER MUTCD.
Existing Zoning
2.
TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
�
Q
(ENGINEERING GRADE) BLUE BACKGROUND WITH
PARKING By
00
WHITE REFLECTORIZED LEGEND AND BORDER.
DISABLED
3.
BOTTOM PORTION OF SIGN SHALL HAVE A
Pavement
REFLECTORIZED (ENGINEERING GRADE) WHITE
PERMIT
s.f. =
BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
ONLY
4.
FINE NOTIFICATION SIGN SHALL HAVE A
= 4,024.00
r
REFLECTORIZED (ENGINEERING GRADE) WHITE
Ac.
=
BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
= 20,000.00
� 5.
ONE SIGN REQUIRED FOR EACH PARKING SPACE.
Ac.
6.
HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
FfNE $250.00
_
SECTION 24-23 OF THE MANUAL ON UNIFORMED
CITY ORD. 3291
TRAFFIC CONTROL DEVICES (MUTCD)
- 72,321.00
HANDIC P
PARKING SIGNAGE
SITE DATA
Development Data
1 "=30'
I-
02/07/03
Q
JB J
Development Name HANGAR #517
JB J
Proposed Street Address 1250 E. 26th
Place
O
Q
50731
L(-)
Sanford, Florida 32773
o
Site Parcel ID Number
06-20-31-300-0010-0000
N
Existing Zoning
RI -1
Q
�
Q
ry
Development Site
Total Area = 91,040.40 s.f. = 2.09
Ac.
Im ervious Area
Pavement
Apron
= 47,031.00
s.f. =
1.08
Ac.
Q
Parking/Access
= 4,024.00
s.f. =
0.09
Ac.
=
Building (200'x100')
= 20,000.00
s.f. =
0.46
Ac.
Sidewalk
= 1,266.00
s.f. =
0.03
Ac.
Total Impervious Area
- 72,321.00
s.f. =
1.66
Ac.
Site Area
Site - Developed
= 91,040.40
s.f. =
2.09
Ac.
Impervious Area
- 72,321.00
s.f. =
1.66
Ac. = 79.43 %
Green Space
= 18,719.40
s.f. =
0.43
Ac. = 20.57 %
.PARKING REQ
UIRMENTS
PROVIDED
STANDARD SPACE (10'
x 20') = 12
HANDICAP SPACE (12'
x 20') = 1
SPACES PROVIDED
= 13
NOTES
1) MAXIMUM BUILDING HEIGHT = 27'-9" (27.75')
2) AIRPORT SECURITY FENCE TO BE INSTALLED WITH THE
APPORVAL OF THE AIRPORT OPERATIONS PRIOR TO ANY
3) SOLID WASTE COLLECTION WILL BE SHARED WITH SOUTHERN
JET CENTER.
SE
P)
Sr
NOTES:
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN
BLUE PAINT OR THERMOPLASTIC, AND SHALL BE POSTED AND MAINTAINED
WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED
PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION.
SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE
PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT OF TRANSPORTATION.
2. F.D.O.T. RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES
HANDICAP PARKING STRIPING
0
co
T-' F
a
Fr
0
wlo
U 0 cn
azo= -,z
04 W N
�-
QaQCh
v
LL-
cn�or�
z
1 "=30'
I-
02/07/03
Q
JB J
ry
JB J
CHECKED.
MDH
O
Q
50731
L(-)
CL
o
o
Q
�
Q
ry
Oo
ry
0
0
LLJ
zo
Q
LL -j
=
z
V
Michael D. Harding
Florida P.E. #47884
SC ALE:
1 "=30'
DATE:
02/07/03
DESIGN:
JB J
DRAWN:
JB J
CHECKED.
MDH
JOB NO.
SHEET
50731
� 3
SHEET 3 of 7
� 9L
EXTENDED
5.41
200.00
o
o
C5
u
'-52 0� I
® 5 �` I
' CONSTRUCT M.E.S.
51.o INDEX NO. 272
� ® REfiENfiI®N AREA FL. EL. 51.00 ----
51.0 r
..r
- 52.0 ^r
530 r
54 0
ZONE _---
~ Y 540O-TFC
TION • ._--
55.913 _ X
x55. -- -- _ SOUTHER! -Y U f f
�
X__
582 EXISTINSSPHAL _-S5`s ` 6
ACCESS
g ORI '�---5-6-0 x 6G-0-4------_ - 56b6
MATCH T ASHPHALT
5 5
N `
55.64
S
. _5 EXISTING ASPHALT EXISTING ASPHALT
~`S 9° 5 43" W 00.0 ACCESS DRIVE
/eo - - - - - - NAIL &CAP AIRPORT SECURITY FENCE
MALE 66 EXIST. kyML�•ONSTRUC TION.
h`O�~ 78., o �' • 550FENCE TO BE 5' INSIDE
6 I ,,{{��F kXIST PAVEMENT.
' S.0 54.62 n ADJUST T. 0113 55.79 12' 12' 20'
'PO MATCH F1 GRADE
NST CT`C. .ss. E D ~-- 6S
54.68 CAI BASIN
/ TOP -5 5 MATCH
6to G ATE 1670 ( X (EE.C. ACCESS ?) INV=50.83 ` NATURAL
8 L ® 0. 5% _�0 54.3 GROUND
24 �X�- 4 VARIES VARIES
VARIES
~~ 6y X 18 R 81 CONNECT ROPOSED 6' HIGH
�. iiiiii Ne
` 54 -�- SECURITYNC E TO EXISTING 2" S-111 ASPHALT s"x 16" c
/ 6 OP=57. 6' HIGH SE URITY FENCE. 6" SOIL CEld►".NT (300 PSI)
INV=47 3 X les x 12" COMPAC IED SUBGRADE
/ 118.48' 71.9 ss.21 N X89. 2' S 4o MATCH EXIST ONC RETE TO 98% DENSITY (ASTM D-1557)
V. o TYPICAL PARKING SECTION
p� IND X NO 232 EXISTMG CONCRETE
/ N Ln IS TE EL,_55.1II APRON
00 I ADJUST EXIST. M�NHOLE TOP
�--
59.34 .0 N 0')W. INV. 51.50 {{ I TO MATCH FINIS ED GRADE 5' SIDEWALK
X 6046to ` X rI X 11 .
to o
PR POSE 5" IC 'ONC. 6 59 II 5 57 5s 10 56.21
C0 L6 A P 30 )0 PSI CON :oON II 9 610
� x 56.12
TO X% ENSIT (AST D-1 7 u56 1 O o 'I SOUTHERN JET CENTER #450
15' 15' NTRO JOIN GRID I e ` 1300 E. 26TH PLACE
to ,� s o 6 { 1 STORY
00 CONC. B LK./METAL BLDG..
6' CHAIN UNK E � � �
FF ELEV = 56.58
'a. - _ 5---.���----------BRL
CONNECT EXISTING 6' \Seo\,
HIGH SECURITY FENCE pi ' - s
\ , o ICA
I 7' s1oEwAix
TO WING WALL. �? I ME AL PPESI 0
++
�� I 1 0 1 4" PER FT SLOP r
\_ o Ul
•so.so 0) 9.99 i PROPOSED HANGAR 6 � .
N X --" FF EL. 5 6.7 5 27 _ II 5839
59 +
x59 42 x 5 09 II - - -- 5532
X
tit .0
55 48 { 1� X 55 0 X 5564
VAS AN I (jJ I \ � x56 3
LOT
0 I 27 73 145
5' 5'
Sidewalk
0
Curb & flutter
COMPLETED INLET
Anchor Bales With 2 - r x 2' x 4' Stakes Per Bate
PROTECTION AROUND INLETS
Pod Options Wood 2#11. 0 /
Wood 2" x 4'
Oak lrx 1}'
Steel 133110 t We.
HANGER WALL
• 1
FF 56 75
CONC S/ \\
SIDEWALK DETAIL
1/2"R
ASPHALT
SUBGRADE
SUBBASE
/� /�r� PAVEMENT
//z r -j- SUBGRADE
-Pf
v MONOLITHIC CURB & SIDEWALK DETAIL
_ 60.34 *I I x 60.70 36\ 11 ' 2' 41.2 6' 1
,0 1 \,--7x 9.99 0
X
59 0 X �0� x 5 63 II S 58 5 -/ - I - x 55.14 SK 54.18 NOTES
60.13 '15
i
1 56�c�0 ___- r'---- _______ S s�S •O x 5.70 1) MAXIMUM BUILDING HEIGHT = 27'_9" (27.75')
�--
6 • \"" S II
ANCHor,
J 56 05
VALVES 56 ) 2) 100 YEAR FLOOD FROM FEMA
57 0 '� x X $ J MAP NUMBER 12117C 0045 E,
X s t - - 58 9_80 _ _ r _ _ _ _ _ _ _ _ X _ _ =�- P LE PANEL NUMBER 45 OF 260,
EFFECTIVE DATE: APRIL 17, 1995.
�...E_ -._ -[* E��- - Yr E- �E� �. -E�. r- • ` `POLE e� ' X e_
11 /- !--
I POLE o� OLE" 59.0
1 ONC RETE in L0 57.540
OX I57 22 I ��.
`� II I 35 3) SOILS INFORMATION OBTAINED FROM:
X i --56.D x o X x58 37 x STOP BAR / IGN 5�o s.7s
i 57 6 58.26 x5622 5.23 II 58. � SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA
I N WATE
I VALVE II t �'`- 57 es ISSUED MARCH 1990
b�->'c MAP NUMBER 9.
N 89* 41 0" E 300.00' q 1 NAI ss 58 38 58.00
5824 5815 58.3758.42 58.28 NAIL &CAP
X X o x TI -!x X EXISTING Mx I x S8o X5831 4) SILT FENCE TO RUN ALONG ENTIRE PERIMETER OF SITE.
5831
58.47 2 6 58.61 P LAC E 58.60 ASPHALT (I 58.37 I 58 56 \
x--- 1 s.zs N- (PRIVATE STREET)^ 44
5814 � 58.02 58.16 5827 58.28 Ill -58.27 1 58.58 5792
. I
II I SITE B ENC HMARK
II
BRIDGE SPIKE
POINT OF BEGINNING II ELEV = 58.45
SOILS LEGEND:
1
- SANITARY MANHOLE -us•^ �"�
34TOP=59.42 31 Tavares-Mill hopper fine sands, 0 to 5 percent slopes
INV=47.65 N)
INV=47 72 S) 34 Urban land, 0 to 12 percent slopes
Soils Line
Type C 3'-1'
Type D 4'-1'
Type B 4'-8'
8'
Type C 2'-0'
Type D 3'-1"
Type E 31-W
Unless Otherwise oo Udnss�
Showa On Plane gown On hens
NOTE. Alt B Shucbue Bottom Only. See Index No. 200
STRUCTURE BOTTOM FOR INLETS TYPE C. D & E
GENERAL NOTES
1. All expoaM corners and edges of concrete are to be chamfered #'
2 For supplementary details see Index No 201.
4'- 6'
14 Speen
15 Bona
Bad Sa$abe Buis 21z �'
tt..a. a•:}� � x�
AppriaL Wilda 190 Lis.
TYPE D
NOTICE: Steel Grates Are Required On ]aceta With Traversable Slots
And On Inlets where Bizle'raffic Is Antmpated.
STEEL GRATES
DITCH BOTTOM INLET
TYPES C
Optional Post Paaihons
Filter Fabric Un
ConformanceWith
Sec. 966 FOOT Spec)
'11•.
ELEVATION SECTION
Note' Silt Fence to be paid for under the contract umt price for Staked Sat Fance Op.
TYPE - -- SILT FENCE
t_ Fs 41 •
Type -•-•- Sat Fence Protection
Type -•-- Silt Fence Around Ditch Bottom Inlets.
Do not deploy in a maoser that silt fences will act as a dam across permanent flowing
watercourses Sat fomes are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
BALED HAY OR STRAW
BARRIERS AND SILT FENCES
Principle Post Positron
^• (Canted 20' Toward Flow)
Filter Fabric
Flow
Plow
Note. Spacing for Type--- Fence to be in
accordance with Clam », Sheet 1 of 3
and ditch howb ibos at dramage
structures Sbeet 2 of S.
Type -- Sat Fence
DIMENSIONS AND QUANTITIES
r -s
02/07/03
s
•
to
C B F G Single DoubleTripleQnsd NSiegle Double Triple Quad. Slagle DoubleQned
-I
2
4111
2.1
}.
' 7 1 3 1 2
'
Slope
0
CD
41
. y
A p
Slope
Q
LL.1
0 See Genera( Note No 3
See Street 6 Of 6 For 3' Slab Quandbes
B $
Q
A6.42' 4M Dimensions permitted to allow use of V standard pipe lengths.
010.40 4010 Dimensions permitted to snow use of 12' swedard pipe lemgthe.
cif
z
■
P�
zo
w
1=
z
Q
=
ICrate
r
U)
o-
S"
a'.0 i
Bre Boit
S. lady ao1
C
se
+--•
a4 %ra a
1a' C"
SECTION
TYPE D
Renmre - MEonam Pipe Sim
r-1' Will -24- PIpe
Pod Options Wood 2#11. 0 /
Wood 2" x 4'
Oak lrx 1}'
Steel 133110 t We.
HANGER WALL
• 1
FF 56 75
CONC S/ \\
SIDEWALK DETAIL
1/2"R
ASPHALT
SUBGRADE
SUBBASE
/� /�r� PAVEMENT
//z r -j- SUBGRADE
-Pf
v MONOLITHIC CURB & SIDEWALK DETAIL
_ 60.34 *I I x 60.70 36\ 11 ' 2' 41.2 6' 1
,0 1 \,--7x 9.99 0
X
59 0 X �0� x 5 63 II S 58 5 -/ - I - x 55.14 SK 54.18 NOTES
60.13 '15
i
1 56�c�0 ___- r'---- _______ S s�S •O x 5.70 1) MAXIMUM BUILDING HEIGHT = 27'_9" (27.75')
�--
6 • \"" S II
ANCHor,
J 56 05
VALVES 56 ) 2) 100 YEAR FLOOD FROM FEMA
57 0 '� x X $ J MAP NUMBER 12117C 0045 E,
X s t - - 58 9_80 _ _ r _ _ _ _ _ _ _ _ X _ _ =�- P LE PANEL NUMBER 45 OF 260,
EFFECTIVE DATE: APRIL 17, 1995.
�...E_ -._ -[* E��- - Yr E- �E� �. -E�. r- • ` `POLE e� ' X e_
11 /- !--
I POLE o� OLE" 59.0
1 ONC RETE in L0 57.540
OX I57 22 I ��.
`� II I 35 3) SOILS INFORMATION OBTAINED FROM:
X i --56.D x o X x58 37 x STOP BAR / IGN 5�o s.7s
i 57 6 58.26 x5622 5.23 II 58. � SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA
I N WATE
I VALVE II t �'`- 57 es ISSUED MARCH 1990
b�->'c MAP NUMBER 9.
N 89* 41 0" E 300.00' q 1 NAI ss 58 38 58.00
5824 5815 58.3758.42 58.28 NAIL &CAP
X X o x TI -!x X EXISTING Mx I x S8o X5831 4) SILT FENCE TO RUN ALONG ENTIRE PERIMETER OF SITE.
5831
58.47 2 6 58.61 P LAC E 58.60 ASPHALT (I 58.37 I 58 56 \
x--- 1 s.zs N- (PRIVATE STREET)^ 44
5814 � 58.02 58.16 5827 58.28 Ill -58.27 1 58.58 5792
. I
II I SITE B ENC HMARK
II
BRIDGE SPIKE
POINT OF BEGINNING II ELEV = 58.45
SOILS LEGEND:
1
- SANITARY MANHOLE -us•^ �"�
34TOP=59.42 31 Tavares-Mill hopper fine sands, 0 to 5 percent slopes
INV=47.65 N)
INV=47 72 S) 34 Urban land, 0 to 12 percent slopes
Soils Line
Type C 3'-1'
Type D 4'-1'
Type B 4'-8'
8'
Type C 2'-0'
Type D 3'-1"
Type E 31-W
Unless Otherwise oo Udnss�
Showa On Plane gown On hens
NOTE. Alt B Shucbue Bottom Only. See Index No. 200
STRUCTURE BOTTOM FOR INLETS TYPE C. D & E
GENERAL NOTES
1. All expoaM corners and edges of concrete are to be chamfered #'
2 For supplementary details see Index No 201.
4'- 6'
14 Speen
15 Bona
Bad Sa$abe Buis 21z �'
tt..a. a•:}� � x�
AppriaL Wilda 190 Lis.
TYPE D
NOTICE: Steel Grates Are Required On ]aceta With Traversable Slots
And On Inlets where Bizle'raffic Is Antmpated.
STEEL GRATES
DITCH BOTTOM INLET
TYPES C
Optional Post Paaihons
Filter Fabric Un
ConformanceWith
Sec. 966 FOOT Spec)
'11•.
ELEVATION SECTION
Note' Silt Fence to be paid for under the contract umt price for Staked Sat Fance Op.
TYPE - -- SILT FENCE
t_ Fs 41 •
Type -•-•- Sat Fence Protection
Type -•-- Silt Fence Around Ditch Bottom Inlets.
Do not deploy in a maoser that silt fences will act as a dam across permanent flowing
watercourses Sat fomes are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
BALED HAY OR STRAW
BARRIERS AND SILT FENCES
Principle Post Positron
^• (Canted 20' Toward Flow)
Filter Fabric
Flow
Plow
Note. Spacing for Type--- Fence to be in
accordance with Clam », Sheet 1 of 3
and ditch howb ibos at dramage
structures Sbeet 2 of S.
Type -- Sat Fence
1' Beveled Or Raved Corners m
Concrete Slab. 3' OrTgck, 0 /
II __
Reinforced With WWF sx6-s-wl.4=wt4
TOP VIEW -
SINGLE PIPE
3 -Or 5��0
Deepeniod outside
Edge Of Pipe For 80
A Coarde
PI Come
1pe
Saddle -.
2' Lasa Then D
int Permitted
Unless A NO Pipe loved The t4 ger 6
t_ B
Add For As Apo Culvert F Obe To Be Included tinder unit Price For Mitered Fad Section)
SECTION
CROSS DRAIN
MITERED END SECTION
SWGLE AND MULTIPLE ROUND CONCRIM PIPS
Energy Disavator. See City
of Orange City Detalls
Side Ihtcb Grade .
"Slope: 4:1 Miter To
Pipe
pe PPipes 1881 Smaller.
And 14ner.
21 Miter To I Pipe For Apes 18' And Sm11er.
1:1 For Apes 24" And Larger.
1111111111
��1111111
X
2i
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WE
9
DIMENSIONS AND QUANTITIES
DATE:
02/07/03
M 61 ONCRETE SLAB (C4) 0 SODDING (SQ YDS)
JB J
D % A B
C B F G Single DoubleTripleQnsd NSiegle Double Triple Quad. Slagle DoubleQned
-I
MDH
Pipe Pipe Ape Ape Ape pipe PIpe Pipe Pipe Pope PIPs
2.1
• •_ •
' 7 1 3 1 2
'
Slope
0
CD
41
. y
A p
Slope
Q
LL.1
0 See Genera( Note No 3
See Street 6 Of 6 For 3' Slab Quandbes
B $
Q
A6.42' 4M Dimensions permitted to allow use of V standard pipe lengths.
010.40 4010 Dimensions permitted to snow use of 12' swedard pipe lemgthe.
cif
O Concrete sob sball be deepened to form bridge amass crown of pipe See section below
1' Beveled Or Raved Corners m
Concrete Slab. 3' OrTgck, 0 /
II __
Reinforced With WWF sx6-s-wl.4=wt4
TOP VIEW -
SINGLE PIPE
3 -Or 5��0
Deepeniod outside
Edge Of Pipe For 80
A Coarde
PI Come
1pe
Saddle -.
2' Lasa Then D
int Permitted
Unless A NO Pipe loved The t4 ger 6
t_ B
Add For As Apo Culvert F Obe To Be Included tinder unit Price For Mitered Fad Section)
SECTION
CROSS DRAIN
MITERED END SECTION
SWGLE AND MULTIPLE ROUND CONCRIM PIPS
Energy Disavator. See City
of Orange City Detalls
Side Ihtcb Grade .
"Slope: 4:1 Miter To
Pipe
pe PPipes 1881 Smaller.
And 14ner.
21 Miter To I Pipe For Apes 18' And Sm11er.
1:1 For Apes 24" And Larger.
1111111111
��1111111
X
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9
SC ALE:
1 "=30'
DATE:
02/07/03
DESIGN
JB J
ry
JB J
-I
MDH
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0
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0
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1=
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SC ALE:
1 "=30'
DATE:
02/07/03
DESIGN
JB J
DRAWN:
JB J
CHECKED:
MDH
JOB NO.
SHEET
50731
C4
SHEET 4of7
CL 9 L
EXTENDED
rnJ
V ,
I
Q
z
C) I
o� I
0 11 RETENTION AREA
F-- O
_r-
C� -r
r1
LL -
G -ZONE --- �"
�� ter. -�� • C
�. EXISTING
�- ACCESS DRi
IV
EXISTING ASPHALT EXISTING ASPHALT
ACCESS DRIVE
— — — — — — — — — — —' — NLAIL a CAP AIRPORT SECURITY FENCE
A JUST OP DURING CONSTRUCTION.
M TC H INISHFT,
FENC E TO BE 5' INSIDE
10) OF EXISTING PAVEMENT.
1 ME AL C VER
MA CH FI ISHGIRADE
6'
6' CHAIN LINK
h& -.r■
CONNECT EXIS ING 6'
HIGGH SEC URI1 . FENC I
TO WING WALL.I
VAC AN T
LOT7
AC C qSS ?)
INV=47
C .O.
I INV ELEV.= 51.5
I
PROPOSED HANGAR
FF EL. 56.75
6" PVC
I 27'
6" FLOOR DRAIN
RIM ELEV.= 56.
I
N
N
i
AL PIPES 4I
II I
II
II
V 73'
Nn
CATCH BASIN
TOP=54 05
INV=50 83
CONNECT PROPOSED 6' HIGH
—
T— SECURITY FENCE TO EXISTING
6' HIGH SECURITY FENCE.
I
\—EXISTING CONCRETE
—\
I APRON
I
I
SOUTHERN JET CENTER #450
1300 E. 26TH PLACE
I 1 STORY
I I `
CONC. B LK./METAL BLDG..
FF ELEV = 56.58
500 GALLON GREASE INTERCEPTOR
EPT R
I j I M.H. ELEV.= 56.54
I BY SITE / UTILITY CONTRACTOR
I
1 I 0
FDC
I V — .75 0 36' S 12' 41.26' P.O.S.FDTO BE
FDC BETWEEN
6" SANITARY Ln
SEWER LATERAL II DOUBLE DETECTOR CHECK
-- • - I 3/4" WATER METER AND BACK FLOW DEVICE
SERVICE CONNECTION TO II ANC HO 8" FIRE LINE METER AND
VALVES T 56 EXISTING 16 I WATER MAIN. SERVICE CONNECTION TO
E 57 0 o EXISTING 116" WATER MAIN.
58 — L — c —�—
WE. �S" -e.--. -E- _E � - -E- -E- Ll� � -E._ -L�- --- •-W�_. ...POLE E- --
_ -E- — — POLE -.. e — � POLE
_ —1.— POLE — ---
I 3ONCRETE II I
0 2" IRRIGATION METER AND
lox SERVICE CONNECTION TO 1I I-7
STOPI BAR / IGN
I WATER EXISTING 16" WATER MAIN.
I >N N
VALVE I �—
�. — —
InI �� NAIL &CAP
y II ( #LB 68
I 0 2 TH PLACE EXISTING II I
0 ASPHALT II
(PRIVATE STREET) j
N I SITE BENCHMARK -
BRIDGE
ENC HMARK
II B RIDGE SPIKE
Il ELEV = 58.45
SANITARY MANHOLE
TOP=59 42 EXISTING FIRE
INV=47.65 (N) HYDRANT
INV=47 72 (S)
0
arnrrrncy
1) MAXIMUM B!!ILDING HEIGHT = 27'-9" (27.75')
2) EXISTING SANITARY SEWER TO REMAIN IN SERVICE DURING
CONSTRUCTION.
3) CONTRACTOR TO VERIFY SANITARY SEWER INVERT ELEVATIONS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY
DISCREPANCIES.
4) THE GREASE INTERCEPTOR IS NOT TO BE CONNECTED TO THE
SANITARY SEWER SYSTEM. THE OWNER WILL PUMP OUT ON AN
AS NEEDED BASIS.
4) THE GREASE INTERCEPTOR IS NOT TO BE CONNECTED TO THE
SANITARY SEWER SYSTEM. THE OWNER WILL PUMP OUT ON AN
AS NEEDED BASIS.
5.) For the purpose of bidding this project, please allow for (2) — two
inch schedule 40 p.v.c. conduits chases for the phone company, each
conduit to be 100 lineal feet to the point of service. Also allow (2) two
inch conduits to the gate system from the interior of the building
mechanical area, each conduit to be schedule 40 p.v.c. conduit chases,
with each each conduit running a total of 150 lineal feet to the point
of service at the ramp gate system. -111
Fz
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i N*
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cl� C1
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\ 00Ld -J
L(za
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L4J
d
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C7
3E
9
SCALE: 1"=30'
DATE: 02/07/03
DESIGN. JB J
DRAWN: JB J
Q
CHECKED: MDH
O
Q
J
In
(3-
p
SHEET 5 of 7
F--
o
(IfQ
Q
CD
O
zoL-
w
l--
Q
Q
z
C!}
Z
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SCALE: 1"=30'
DATE: 02/07/03
DESIGN. JB J
DRAWN: JB J
CHECKED: MDH
JOB NO.
SHEET
50731
C5
SHEET 5 of 7
9L
EXTENDED
Q
U
Ory
510
L'- RETENTION AREA
I� O
�--- --- 51.0 .--
''—
1
53.0 r- r-
\ 54.0 �'roN -Z
LL -
OTIC
OF Ru
SOUT��R�Y L1M_
—
55.0-•` _�--� �� \
- EXISTING
` ACCESS ASPHALT ��"`---—b6.0--- r- \ ---
�-- �'_ -~-56.0 •"" ~_``
• \ X66 \�.. �/ `----
___-- ` ExrsTiNc
ASPkgLT EXISTING ASPHALT
ACCESS pRr
---__ ` --� S $9' 5 43' W00.0 VE
NAIL $CAP AIRPORT SECURITY FENCE
#LB
DURING CONSTRUCTION.
OFENCE TO BE 5' INSIDE
55. OF EXlsfldG PAVEMENT.
L 7150-1- ss0
FIV F
6' CHAIN LINK
CONNECT EXISTING 6'•
FhGH SECURITY— FENC I
To WING WALL.
VAC ANT
LO T
VAL
r
a)
N
P-1
o I 27
4P -
O_ U
�ONCRETE
OX
---58.0-----_.�
N WATER"
VALVE
N 89TF43'50" E 300.00'
26 PLAC E
N (PRIVATE STREET)
30" HIGH LIGUSTROMS AT 36" O.C. 2" OAKS, 12'-16' HIGH
3" MULCH BED (TYP.) @ 25' O.C.
.0
'ISI I i -57
L00
q
n Cy)
�"I I I I I`
\690 \
PROPOSED HANGAR
I FF EL. 56.75
�-- X40
56
57
58
-- w--- —fig- -- w--- —
POINT OF BEGINNING
AC C ISS 7)
INV=47
CAI! BASIN
TOP -5 5
INV=50 83 \
18 I CONNECTROPOSED 6' HIGH
SECURITY HENCE TO EXISTING
6' HIGH SEfURITY FENCE.
�i
0
/ EXISIG CONCRETE
I APRON
. I I
O I SOUTHERN JET CENTER #450
1300 E. 26TH PLAC E
1 I I I
I � 1 STORY
CONC. B LK./METAL BLDG..
FF ELEV = 56.58
` -- - ----------BRL
0
Ic14
ILl
I cn
I I �o �•
0 36 II 2' 41.26'
LO
. I I
IL
OFio\
0 +
P LE
POti�' -E-I—
II� �
II STOP I BAR / lk GN 57/.0\
�
5&0 --
INAIL
6 CAP
#LB \
EXISTING � I �O \
ASPHALT-? H I \
II I
II ti�° I
II I SITE BENCH
MARK
II B RIDGE SPIKE
ELEV = 58.45
SANITARY MANHOLE
TOP=59 42
INV=47.65 (N
INV=47 72 (S
- CIE'k/ —Fr, A 1
CL
1
0
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11
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00
NOTES SC ALE: 1"=301
1) IRRIGATE ALL LANDSCAPING WITH POROUS PIPE DRIP SYSTEM DATE: 02/07/03
TO A TIME CLOCK, WITH 1" IRRIGATION METER BY CITY OF SANFORD. DESIGN: JB J
2) SOD ALL DISTURBED AREAS WITH BAHIA SOD. DRAWN: JBJ
CHECKED: MDH
JOB NO. SHEET
50731 C6
SHEET 6of7
•
30" x 30" x6" TK.
DESIGN:
JB J
GRAVITY SEWER: SOLID UM GREEN
JB J
CHECKED:
MDH
JOB NO.
SCHEDULE 40 GALVANIZED
SQUARE CUT EDGE VARIES CROWN TRENCH IN UNPAVED
TENCH
CONC. PAD (FLUSH
SHEET 7 of 7
OR WHiTE PVC WiTH LIGHT GREEN
OF EXISTING AREAS. (3' MIN.)
PAYMENT (1YP.) W/ WE OF PINE (SEE NOTE 8 FOR OTHER
WITH FINISHED GRADE )
3" DIA. BRONZE i"
RCEAll LETTERING.
T FORCE MAIN: WHiTE WITH BROWN
MINK WITH WOOD
RESTORATION)
3 DLA. BRONZE DISC
TK. DISC ANCHORjD IN
LETTERING.
FINISHED
GRADE
ANCHORED IN CONC. PAD REBARS
CONC.
CONC. PAD -STAMP AS
GROUND LEVEL
VARIESCORPORATION
STAMP AS REWD.
ALL AROUND
REQ'D.
21'
�-
D O a a p a n a 0 0 n a
aDQOaDOOpOOQ
WYE WITH
_
=
BER LOT NUM-
9EWm ioRCE MAIN
x 3/4")
00000aDMOODD
00000000
0000000000
B" BRANCH
T2' MIN. ASPHALTIC ooNc.
SIZE OF VALVE
+' •.
CURB STOP
a0000000a0O0
0093130130013000
0n00C10000Q13
Qa0aa0a0DDaa
5' MAX.
_
TYPE OF VALVE
+e
teumRl +'
2-1/2
1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN
A. FORCE MAIN: SEWER FORCE MAIN HEIGHT
18
MAX, •
VINYL CONTINUOUS IDENTI-
0 0 IECLARM a 013000
WATER 0 0 0
00
10000 d SEWER f O O
TO BE FLUSH WITH
FINISHED GRADE.
ANGLE MAY VARY
BEND
D
1-sD �• ' •, ' �.. ,
: °
AND APPEARING NOT LESS
B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN-
1
MIN.
FICATION/WARNING TAPE
a O Q
13 Q a n O 0 a 0 0 013 Q
O a pb szva s� [S 0 O p
130 a D 0 0 0 0 0 0 0 0
\
SEE NOTE 2 as
SERVICE
•,.
RUN THE LENGTH OF
0
W
a
_
SHUT OFF VALVE
! .
•
. •. - . • .� : a
2) THE LETTERING SHALL APPEAR ON 3 THE PITERVK.
0 0 n 0 0 O a 0 0 a 0 o
00000000130
3
SE 4 s
/i i "
DIRECTION & N0.
TURNS TO OPEN
-'•'
� � • � •
•--
� . ; r
m • .... ' •
SIDES OF THE PIPE AND RUN THE
ENTIRE LENGTH OF THE PIPE. 4) LETTERING MUST BE PE RMANENTLY
PERMANENT PWG (TYP)
0130000000000
nnnnnnrinnnnni
a a 0 a 93 a
PROPERTY
PIPE O.D. ;
: ' '. ' .•• MML
. . • s .
CAN IMPREOT E INTOTHE
ONTO THE
LOT
NOTES
UNE
TUBING
, • +. a
:1 ' , -w-
'
SURFACE).
PVC FORCE MAIN AND GRAVITY LINES
TYPICAL UTILITY PPE
RECLAIMED WATER
SEWER
I. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE
•
12 (TPP
BOXAPP ANDCOVER
.N
PROPERiY
LINE
.
2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
BY THE CONTRACTOR.
SINGLE METER BOX AND INDIVIDUAL METER BOXES
WATER METER UP TO 2'
CELE p
COMMON
(SEE FIG. 115)
.•
"
NTS
WATER METERS TIP TO 2'
••
FTIl
ANCHORS
TYPICAL PETAL PIPE
(BY CITY OF SANFORD)
S
3000
'
MIN.
(TO BE APPROVED
4' PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.
UNDISTURDED
EARTH..
P.S.I.
CONC. MIN.
BY CITY)
SERVICE CLEAN-OUT
(SEE NOTE 2)
4. RESIDENTIAL SERVICES SHALL BE 4 INCHES t NON-RESIDENTIAL SERVICES SHALL
SINGLE SERVICEDOUBLE
SERVICE
(SEE NOTE 3)
SEWER LINE SEWER LiNE
BE a INCHES IN DIAMETER AS A MINIMUM.
Q a Q a
I'll1393 a 13 n o p
VALVES 16 INCHES
AND LARGER
0000000000
CURB STOP
0000000tion
aDo 0001300130
CONTINUOUS COLOR
16' PIPE - B'FAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE.
-+-- SERVICE LINE
APPLIES ONLY IF IRRIGATION METER HAS
0013 000
131313WATER 0 0 0
CORPORATION STOP
CODED 14 GAUGE
INSULATED COPPER
FEBCO 810
GENERAL NOTES
CORP. STOP THE AIRRIGATION MEiER WILL BE MOST
D a 93 D a a
NOTES:
!!L FITTING
w low so°OOo00o0000°
DOUBLE CHECK
TO THE HOUSE METER AND OFF OF THE
DOUBLE STRAP SADDLE SAME SERVICE CONNECTION.
1.
PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 93X OF iNE MAXIMUM DENSITY AS PER
AASNTO 7-160.
6" TK. CONC. PAD13
(FLUSH WITH
Daae usss ono: ux sxssssx ux
A. ALL UTILITY PIPE, EITHER PVC OR METAL. SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS
0 013 00
a 0 0 0 a O 0 a
NOTES.
2-
TRENCH
1.;70'
6' PVC
FINISHED GRADE)
TAPE. FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH
BACK COMMON FILL COMPACT® TO SHA OF THE MAXIMUM DENSITY As PER
ALL FITTINGS SMALL BE BRASS WITH COMPRESION/PACK JOINT TYPE CONNECTIONS.
DEPTH OF 18 INCHES OR AS APPROVED BY THE CiTY. IT
SHALL BE COLOR CODED AND WORDED
.
AASHTO T-1600. FLATYABIE FILL 75-100 PSd.. SHAM WHER
WHERE
BE USED E EXISTING PAVED
AREAS ARE AFFECTED.
`•
WATER MAIN
20" AND LARGER PPE - TAPE E PLACED ON BOTH SIDES OF THE TOP HALF OF THE PPE
AS FOLLOWS -
#4 REBARS
•^ . • .�:
NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.
1. POTABLE WATER
3. GRAVITY SEWER
POTABLE WATER
fERMNIJAL DEPTH
3.
PIPE BEDDING UTiLIZNNO SELECT COMMON FILL BEDDING ROCK IN ACCORDANCE WITH TYPE A
BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CRY.
ALL AROUND
+
, '
3.
s"n sooei am sosAs pus «ae�
A. COLOR: BLUE WITH BLACK LETTERING.
B. LETTERING: 'CAUTION: WATER
A. COLOR: ORE�FI WITH BLACK LETTERING.
OTATE
3(TPP.)
�+� TRE
S(TPP•)
a' Pvc AS REQUIRED FOR
SERYtCE (3' PRN.}
( MAX. FOR PIPE DIAMETERS LESS THAN 24'. AND 24' FOR PSE DIAMETER Z4' AND
LA ER
ER. THE MINIMUM DISTANCE SHALL. EQUAL THE OUTSIDE DIAMETER OF THE PR'E.
MAIN SPLICE SERVICE
WIRE 0 MAIN WIRE)
•4 + • •
• • :�
aom usx o us xsr<ss utt
m
LINE
BURIED BELOW' OR SIMILAR WORDING.
B lBTTERiNGs CAUTION: SEWER LIE
BURIED BEU W' OR SIMILAR WORDING.
TERMINAL
(SEE NOTE 1)
.
� s� � � ttea us
L RECLAIMED WATER
4. SEWER FORCE MAIN
NOTE.
AS REQUIRED FOR
SERVICE (3' YIN.)
5.
WATER SHALL NOT BE PERMIiTED IN THE TRENCH DURING CONSTRUCTION.
•.-
PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)
A. COLOR:PURPLE WITH WHITE LETTERING.
'CAUTION:
A. COLOR: BROWN WITH BLACK LETTERING.
'CAlIT10W
NOTE:
1. POSITIVEDIELECTRIC
I LECTRI CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND
6.
ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
f'
• .
�-�/ I. 12SPECIFIED
I !Y ussf MAX. uc 1' m Lm PER PIPE
B. LETTERING: RECLAIMED WATER
LINE BURIED BELOW" OR LAR
WORDING.
B. LETTERING: SEINER FORCE
MAIN BURIED BELOW" OR SUITOR
WORDING.
APPLY TWO COATS OF EXTERIOR ENAMEL PAINT:
7.
REFER TO SECTION 32-5 OF THE MANUAL FOR SHEE 1NO AND BRACING IN EXCAVATIONS.a
•` ` , ' .1 - .�
DOUBLE
L� t DIAMETER
YOKE BAR
SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT.
APPLICABLE VALVE
. +�
SERVICE
FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING.
PURPLE - RECLAIMED WATER
8.
FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY
BOX AND COVER
(SEE FIG. 115)
'
FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING.
TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE.
B. A COLOR -CODED 14 GAUGE CONTiNOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL
PRESSURIZED NON-METALLIC MAINS. THE MIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES.
GREEN - SEWER
SHALL COMPLY WITH REQUIREMENTS OF RIGOR -OF -WAY UTILIZATION REGUUTIONS.
METER
L
POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE
OR OTHER PAVED AREAS
(SEE FIG. 400)
DUCTAL IRON FORCE MAIN AND GRAVITY LINES
BLUE - POTABLE WATER
VALVES
SMALLER THAN
16 INCHES
WITH IDENTIFICATION TAPE
3. USE PRIMERE TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK
� OFIL�
CC THREADS
FORD CURB STOP
NTS
EXTERIOR
TYPE B BEDDING AND OPEN -CUT DETAIL
VALVE BOX PAD
DETAIL
PIPE IDENTIFICATION
SlTlI.iTY PIP�IDNTIFICATiON/WARNING
MATERIALS
TYPICAL VALVE 80X COVER
DETAILS
GRAVITY) - FORCE MAIN ANQ
(SEWER. POTABLE WATER, AND
RECLAIMED WATER)
VVAALVES
'
CITY OF SANFORD
MAY 1997
FIG. 100
CITY OF SANFORD
MAY 1997
FIG. 107
CITY OF SANFORD
MAY 1997
FIG. 108
CITY OF SANFORD
MAY 1997
FIG. 111
CiTY
SADDLE
OR
WATER SERVICE CONNECTION DETAIL
POLYETHYLENE
REDUCED PRESSURE BACKFLOW PREVENTER
OF SANFORD
MAY 1997
FIG. 115
RAISED 1-1/2- LETTERS
FLUSH WITH TOP OF CO'r
'SANITARY" OR 'STORMY
AS APPLICABLE
ALL COVERS USF "AS'
OR EQUAL
PLAN
'CITY OF SANFORD"
FOR CITY MAINTAINED
FACILITIES ONLY
2 NON -PENETRATING
PICK HOLES
MACHINED
MATING
SURFACES
i 3/8" I{� I- 1-1/2" MIN.
4-3/4" MIN.
ELEVATION
MANHOLE FRAME: USF 0227"
INLET FRAME: USF '1295"
OR EQUAL
STANDARD MANHOLE FRAME AND COVER
CITY OF SANFORD MAY 1997 FIG. 202
SET COVERS FLUSH IN
PAVED ARM & AT
ELEVATIONS SHOWN IN
UNPAVED AREAS.
MAX.
PER SPECIiCATIONS
(SEE NOTE S)
BENCHING PER SPECIFICATIONS
REINFORCEMENT AND JOINT
DETAIL TO BE DESIGNED BY
THE EN094M AND i
APPROVED BY THE R.
CITY..
BEDDING ROCK
4'-0'
TROWEL- WISHED
CONCRETE BENCHING
SEE MANHOLE
CONNECTION
DETAILS
MANHOLE FRAME i COVER
(SEE FIGURE 202)
FRAMES BEDDED IN MORTAR
4 COURSES (MAX) (MIN )
INSIDE WALL--+{ i--OUISDE WALL
MRN.
SECTION jaw
B imm
MIN.
AAPPER TO
REMOVED)
M...! u.W u.uawr .sura
0 11 M131 13:N��a _m y
NOTES:
1. MANHOLE SHOWN IS POR SEWER SIZE 8" THRU 24*. SEE SECTION 20.4,3 OF THE
MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARDER THAN 241.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFWENT SEWER IS 24'
OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS.
3. APPROVED CONCENTRIC CANE DESIGN MAY BE USED AS AN ALTERNATIVE.
4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF
THE MANHOLE TOWARD THE CENTER.
S. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER
AS SPECIFIED IN SECTION 42.2.2 OF TiE UTILITIES MANUAL
TYPICAL MANHOLE
CITY OF SANFORD MAY 1997
PRECAST
AS
INLET
QUIREDECT[ON _ J
STANDARD DROP DETAIL
.TEE
INFLUENT SEWER
4 -(SEE NOTE 3)
- or VERTICAL PI
CO RETE ENCCAPSEEMENT
DROP PiPE
(SEE NOTE 1)
- BO► BEND
2"
MANHOLE
' WALL
COLLAR ENCASED IN
NON -SHRINK GROUT
FLUSH WITH YANHOIE PVC OR DIP
WALL (SEE NOTE 2)
SPECIAL DETAIL FOR 24' DIAMETER
PPE AND LARGER
PRECAST
MAAT
PALLSTAINLESS
STAINLESS STEEBAND IPE CLAN
CO
RESILIENT
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PDE AND FITTINGS SHALL BE OF EQUAL SO2: AND MATERIAL AS THE
INFLUENT' SEWER.
2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DUALS FOR
CONNECTION OF 24' DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL IHFLUEHT MARCH
F!.;VE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVERT.
MANHOLE QQNNECTION -DETAILS
FIG. 200 CITY OF SANFORD MAY 1997
SET TOP OF VALVE BOX
TO FINISHED GRADE
FINISHED GRADE
RESILIENT SEAT -
M. J. GATE VALVE
WATER
MAIN
CONTINUOUS COLOR CODED
14 GAUGE INSULATED COPPER
LOCATING WIRE (NON-METALLIC
PIPES ONLY)
COVER (SEE FIGURE 115)
CONCRETE PAD
iN UNPAVED AREAS
(SEE FIGURE 107)
ADJUSTABLE CAST IRON
VALVE BOX
BOX SHALL REST ON
BEDDING ROCK NOT
ON VALVE OR PIPE
AND SHALL BE
CENTERED ON
OPERATING NUT
6' BEDDING ROCK
NOTES:
1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION.
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED
TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE.
GATE VALVE AND BOX DETAIL
FIG. 201 CITY OF SANFORD MAY 1997
FiG. 400
DOIRLE iM= OB
IEDUCED PIIl111E OIOtlE
IENCTOR ASSDINY N
AL'PBOIF6 BY RE CITY -
TW COI( (IPP.) -1
3C Ilk: wm
TOM 1
wm `""
MID (P EO.)
TWIRL COILAR IpOBFD TO
BP EOD OR IILSTBABBI
TACK TO VIAE AS
RI A D N TIE CRY
�3 Rn AND ABOVE ASSEMBLY
oEIECDIt HERR
BALL VALVE
OEM=)
oLMg1EIE SIA/
•os. NO r. ITLSRIDrt
SEAT GATE VALVE.
(2 iEOIm)
DOUBLE CHIM YAM
AiS W (OWN"
^ SC' IBI
IDTTSs
1. ALL FPE ITTIM WEIIALS LABOR. ANO APMMIiENAgC IS SAL E
SIIILm W THE CONTRACTOR.
L ALL PPE MID FRiM TMD M(2) MOPES AID 91ALOER SILL E MANED
MKINIlE 0 60MM SM 0 BMTU.
OL ALL PPE AND FRiM MR Wo ATO LATER SLALL E ITr3TRAIBI xaff
DUCIBE NOR FRL ADM OM AM SWL E FACIOBF-RANGED.
L 7W PATI WHIS AM NOPE SWL E AIM 9=0 BLSWLA1 = I=
A MAIM STALL E CURIO CLOSED.
R ALL FBE Ills SILL E AS APPB BT IM FK OE.
7. THE HRIE AMIRY SWL E PAIIIID SMUT RD FOR FiE FBNECIION USES
ANO ILA& FDR ALL OILER om
L A RALE VALVE SILL E INUN1EI AT THE ASSOBILYS CCMNECIION FONT
TO TIE am
DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY
CITY OF SANFORD MAY 1997 FIG. 500
•
N
C8
C)
SC ALE:
DATE: 02/07/03
DESIGN:
JB J
DRAWN:
JB J
CHECKED:
MDH
JOB NO.
SCHEDULE 40 GALVANIZED
50731
SHEET 7 of 7
PPE AND FLTTINGS OR DOUBLE CHECK OR
SCHEDULE 80 PVC PPE R REDUCED PRESSURE DEVICE
MINK WITH WOOD
AND FITTINGS (NOT REQUIRED WHERE RECLAIMED
CORPORATION _
STOP (1' YIN.)
NCO
Y -BRANCH
FHTTING
WATER IS UTILIZED)
VARIESCORPORATION
CAL a
STOP (1' MRN.)
(1" x 3/4'
LOT
WYE WITH
BER LOT NUM-
x 3/4")
LIGE
B" BRANCH
SEWER PAIN
CURB STOP
W
METER BOX AND LID UNION UNION
5' MAX.
a'
SIZE VARIES
CURB STOP
< (SEE NOTE 3)
z
2 EA.
3
TO BE FLUSH WITH
FINISHED GRADE.
BEND
D
y� WiTH
C BRANCH
W
\
(SERVISEE t EECLEAN-OUi
2)
0
W
a
_
SHUT OFF VALVE
3 5' MAX
3
I 12 TO 30" I
ABOVE }
REMOVABLE
PLUG
PERMANENT PWG (TYP)
PROPERTY
CURB 4' TO 6" GRADE
SERVICE CLEAN-OUT
(SEE NOTE 2)
LOT
NOTES
UNE
TUBING
FINISHE
GRADE
LINE
I. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE
(19 VII.)
(1' YIN.)
PROPERiY
LINE
.
2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION
BY THE CONTRACTOR.
SINGLE METER BOX AND INDIVIDUAL METER BOXES
WATER METER UP TO 2'
6 43'
BEND
(BY CITY OF SANFORD)
WATER METERS TIP TO 2'
••
3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED
(BY CITY OF SANFORD)
AT THE END OF EACH SERVICE STUD -OUT.
SERVICE CLEAN-OUT
(SEE NOTE 2)
4. RESIDENTIAL SERVICES SHALL BE 4 INCHES t NON-RESIDENTIAL SERVICES SHALL
SINGLE SERVICEDOUBLE
SERVICE
�Lr
BE a INCHES IN DIAMETER AS A MINIMUM.
METER
CURB STOP
CONTINUOUS COLOR
-+-- SERVICE LINE
APPLIES ONLY IF IRRIGATION METER HAS
FINISHED GRADE
CORPORATION STOP
CODED 14 GAUGE
INSULATED COPPER
FEBCO 810
CORP. STOP THE AIRRIGATION MEiER WILL BE MOST
!!L FITTING
LOCATING WIRE
(POLYETHYLENE TUBING
DOUBLE CHECK
TO THE HOUSE METER AND OFF OF THE
DOUBLE STRAP SADDLE SAME SERVICE CONNECTION.
(NORMALLY OPEN)
ONLY)
VALVE
NOTES.
1.;70'
6' PVC
SLOPE
TERMINAL DEPTH AT
1.
ALL FITTINGS SMALL BE BRASS WITH COMPRESION/PACK JOINT TYPE CONNECTIONS.
1.0X MIN. cIMP)
WATER MAIN
2-
NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY.
fERMNIJAL DEPTH
LOCATING WIRE ALONG
3.
EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL O BUIIEO
OTATE
3(TPP.)
�+� TRE
S(TPP•)
a' Pvc AS REQUIRED FOR
SERYtCE (3' PRN.}
MAIN SPLICE SERVICE
WIRE 0 MAIN WIRE)
AfPRmRYATELY 3' BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A
2 x 22�' x 18' STAKE WITH THE TOP PAINTED BLUE AND WORKED WRH THE
TERMINAL
(SEE NOTE 1)
HUMBER OF THE LOT(S) To BE SERVED.
NOTE.
AS REQUIRED FOR
SERVICE (3' YIN.)
SEINER LAlAIN
4.
METERS i-1/2' AND LARGER SHALL REQIIRIE F.D.E.P. PERMITS.
1. POSITIVEDIELECTRIC
I LECTRI CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND
(TYP•)
30' -
FORD Y202
2-
RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE
BRASS
SINGLE
DOUBLE
YOKE BAR
PURPLE COLORED CTS POLYETHYLENE TUBING.
2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WNW APPLICABLE.
SERVICE
SERVICE
OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK
METER
L
POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE
OR OTHER PAVED AREAS
BLUE COLORED CTS POLYETHYLENE TUBING
AWWA TYPE
3. USE PRIMERE TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK
� OFIL�
CC THREADS
FORD CURB STOP
EXTERIOR
WATER MAIN
SV92-323W
SHALL NOT BE USED WHERE GROUND LEVEL POP UP
IL HF� CIN
VVAALVES
SANITARY SEWER LATERAL DETAIL
TYPE
CTS
IRRIGATION METER AND DOUBLE CHECK VALVE OR
SADDLE
OR
WATER SERVICE CONNECTION DETAIL
POLYETHYLENE
REDUCED PRESSURE BACKFLOW PREVENTER
CITY OF SANFORD MAY 1997 FIG. 204
TUBING (1"
MIN)
CITY OF SANFORD
MAY 1997
FIG. 503
CITY OF SANFORD MAY 1997 FIG. 405
•
N
C8
C)
SC ALE:
DATE: 02/07/03
DESIGN:
JB J
DRAWN:
JB J
CHECKED:
MDH
JOB NO.
SHEET
50731
SHEET 7 of 7
4
0
d
v
L70
z
v
0
IM
All Stoops to meet
Life Safety Code
7 � 6 5 ♦ 4 � 3 2 � 1
REVISIONS
ZONE - I REV I DESCRIPTION I DATE I APPROVED I
If 2nn,
Clue to the structural design analysis by each independent- structural steel manufacturer, it will be the general contractors responsibility to supply sealed
architectural drawings to the Gity of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in9lannin preparation
p
Of final drawings and will be made available to the selected contractor for their use, in AutoGad Format. It will be the general contractors responsibility to
familiarize themselves with the existing site conditions, prior to submitting a bid to the Sanford Airport Authority.g
MM ;
itAk
COO
P
r l..Ts
u
IN
I
Hangar Building #517 1 A
1250 East 26th Place
Orlando - Sanford Airport
S
15 January 2001DWG NO. w.w.L.o.
SCALE 1/8" = V -Q"
T 4 3 2
SHEET A-1
u
V,
C7
C
CU
r
N
NO-,
C
w
"*M
4DZ
0
Fin
7
200' 3'-4"
3'-4"
3'-4"
4' 91'
91'
=ZONEREV
21 -WOMM,
1
REVISIONS
DESCRIPTION DATE APPROVED
4'
— 3'-4"
0
0
Filled
Detail
:MU (typ.)
LEI
Sim B 8 I Open Space for DoorsFm■ ■■ ■ 1 ■ ■ i ■
a.
20' 20' 20' 20' 20' 20' 20' 20' 20' 20' n
I 1 2
CA 4 5 6
7 8 9
10 11
Line
(1050
Fin w/ Conc.
ANCHOR BOLTS OR ANCHOR BOLTS AS PER
MANUF. ANCHOR BOLT PLAN
ANCHOR BOLTS AS PER EPDXIED BOLTS PER
#70 Hairpins MANUF. ANCHOR BOLT PLAN ENGINEERS APPROVAL
3000 PSI CONCRETE
3000 PSI CONCRETE
(1 } #70 HAIRPIN
CONTINUOUS"TURN-DOWN" EDGE (1)#50 HAIRPIN (1
z %d. —5„ AS PER DETAIL'18' X 1B' FTG" AS PER FOUNDATION PLAN Fill w/ Conn
• a• •� f •: a . a — BEYOND CONIC. PIER. 3000 PSI CONCRETE (Flush) h - • d' ' • , l . '. .
• Recessed Flush •
Track Design •
a ' +. `i ',+ �• d Per MBnV;aChJr6r •,• r ' • a • ' d
• t
• • • + . • . a • a e d • •. • ' a . • * 3000 PSI CONCRETE" a • . • .
36" .. • • • d` .. • . ' 2 Rows 01 24■ ! : �A ..+ a a 3000 PSI CONCRETE .a�.. a " , �. 'a • : d • .. • 04 s 1 Row of
4 ' 8 #50 DOWELS I
• •' •'A• s : • : • ° .. a 9' O.C.E.W. (5) #50 DOWELS 9" O.C. :;�.?.,: 16 • ' e " d. ! ° r (5)#50 DOWELS
• i + • d , d ,' . () 4 y • • •61.b� •� t 80 DOLENGLST g" D.i'i.tia 38" IN LENGTH9" O.C.EW.
(2) #50 � � (3) #50 V O.C.CONT. Q PERIMETER ` (2) #50 DOWELS•FOOTINGS "36' IN LENGTH . (2) #50 DOWELS CONT. @ PERMETER "
18 32 24• —,� ,�---48"X48 CONIC. PIER ---�'
96" X 98" CONC. PIER ,�--18• FOOTINGS
10 48"X46' CONIC. PIER
SECTION 8"X 8' INTERIOR PIER SECTION 41x4' SIDEWALL PIER SECTION 16" X 16" FTG SECTION 24"x16" FTG SECTION 4 X 4' INTERIOR PIER
Detail "A" D eta i t "B" D eta i t "C" Detail "D" Detail "E"
Scale: 1/2"= V Scale:1/2"= V Scale: 1/2" = 1' Scale: 1/2"= 1' Scale: 1/2" =1'
g1 7 1
5 4 3
FOUNDATION
s .1b
PLAN
Hangar Building
0
imm
1250 East 26th Place
Orlando - Sanford Airport
SIZE Date: DWG NO. REV
15 January 2004 W.W.L.D.
SCALE 1/8" =1'-0" �SHM A-2
2
1
O
N
t!s
C
ltJ
r
N
.0
N
O
a
C
Painted
B Metal Panels
over 4" V.B. Insulation
Painted
Split -Faced
8x8x16 CMU
El. 56.751
24 Ga. Gatvalum MLMF;Ub Roof
over 4" V. B. Insulation—
—Structural Steel System - — — —
Frames and Purlins to Incorporate
Overhead Fire Sprinkler Design Dead Load 91'x 20' Horc.Stack Door Openings
Deflection: L over 240
Floor. 0.5% to Floor Drain 00
U1
r
112" :14
Roof Slope
EAST -WEST HLIILDIAIG SECT/ON
Sce?1e, - - M8 if = f'
2 Hr. Firewall ,
designed by
G.C.,AII Doors to
be 1 Hr. rated —
6" Batt Insulation over
2'x4' Fissered Susp. Ceiling
1 Hr. Fire Rated
3 ton a/c
1/2" drywall each side
over 18 ga. studs @ 16" o.c.
R-11 insulate all walls
Allow $25/ Sq. Yd,.; ---A
for Office Flooring
and Vinyl Base
Structural Steel System
by Preengineered Steel Manufacturer ------ -- � Gutter and
P.E. to Certify St. Steel after erection of s!ep1 ~` -�� Downspouts
(See Elevation)
on Translucent Fiberglass
Wall Lites (East and West Walls)
— — 22 gauge deck ; \
6" Batt Insulation over over 12"Z', 4' o r-
2'x4' Fissered Susp. Ceiling 14 gauge (purlins)
1 Hr. Fire Rated 4xgx1/4"dlp'
2&4116" an lle
3 ton alc A 4' o c1191-#12 screws w/ �3) 1/2 -bolts It! I)
2 Hr. Firewall ,
designed by
G.C.,AII Doors to
be 1 Hr. rated
0
114 drywall each side —
over 18 ga. surds @ 16" o.c.
R-1 I insulate all walls
Allow $25/ Sq. Yd. ---j
for Office Flooring
and Vinyl Base
wl (2 114 buffs
R-6 Dudboard
w/ 16 ga. top es
meet ride)
16 Ga "U" Chan I
�
T
I
Welded or 8crewpd
to Clip Angle
1
Painted
base
Metal Panels
I
over 4" V.B. Insulation
I
Painted
Split -Faced
BXBx16 CMU
Painted Interior CMU
Co
( 5" Thick Conc., 3000 PSI —
El. 56.75'
7.
--------------
to Holding Tank
500 Gal. Capacity
L.B. Conc. Septic Tank
Painted
B Metal Panels
over 4" V.B. Insulation
Painted
Split -Faced
8x8x16 CMU
El. 56.751
24 Ga. Gatvalum MLMF;Ub Roof
over 4" V. B. Insulation—
—Structural Steel System - — — —
Frames and Purlins to Incorporate
Overhead Fire Sprinkler Design Dead Load 91'x 20' Horc.Stack Door Openings
Deflection: L over 240
Floor. 0.5% to Floor Drain 00
U1
r
112" :14
Roof Slope
EAST -WEST HLIILDIAIG SECT/ON
Sce?1e, - - M8 if = f'
2 Hr. Firewall ,
designed by
G.C.,AII Doors to
be 1 Hr. rated —
6" Batt Insulation over
2'x4' Fissered Susp. Ceiling
1 Hr. Fire Rated
3 ton a/c
1/2" drywall each side
over 18 ga. studs @ 16" o.c.
R-11 insulate all walls
Allow $25/ Sq. Yd,.; ---A
for Office Flooring
and Vinyl Base
Structural Steel System
by Preengineered Steel Manufacturer ------ -- � Gutter and
P.E. to Certify St. Steel after erection of s!ep1 ~` -�� Downspouts
(See Elevation)
on Translucent Fiberglass
Wall Lites (East and West Walls)
— — 22 gauge deck ; \
6" Batt Insulation over over 12"Z', 4' o r-
2'x4' Fissered Susp. Ceiling 14 gauge (purlins)
1 Hr. Fire Rated 4xgx1/4"dlp'
2&4116" an lle
3 ton alc A 4' o c1191-#12 screws w/ �3) 1/2 -bolts It! I)
2 Hr. Firewall ,
designed by
G.C.,AII Doors to
be 1 Hr. rated
0
114 drywall each side —
over 18 ga. surds @ 16" o.c.
R-1 I insulate all walls
Allow $25/ Sq. Yd. ---j
for Office Flooring
and Vinyl Base
22 gauge deck I
over 12"T,, 4' o.c.
14 gauge (purlins)
,r r rl
2x2x3/16" angle 4x9x1 /4 clip
4' O.C./ (2)%12 screws/w/�(2y)1/2"
/)1 /2" bolts (Urtic
@ {) bolts @ tqp F
oard 16 ga. top plaifes
�-- R-6 Ductb
(meet code)
16 Ga. "U" Channel
Welded or Screwed
to Clip Angle
1/2" x 3" redheads
@ 32" O.C.
16 ga. base plate
DATE 1 APPROVED
111
C
SECTIONS-
Scale:
1/4" = rHangar Building #517 a
1250 East 26th Place
Orlando - Sanford Airport
SIZE Date: DWG NO.
15 January 2004 W.W.L.D.
sc&E Noted --T— �sHEET A-3
2 1 1
wl (2 114 buffs
R-6 Dudboard
w/ 16 ga. top es
meet ride)
16 Ga "U" Chan I
112" x 3" redheads
Welded or 8crewpd
to Clip Angle
1
i,
base
16 gra. plate
22 gauge deck I
over 12"T,, 4' o.c.
14 gauge (purlins)
,r r rl
2x2x3/16" angle 4x9x1 /4 clip
4' O.C./ (2)%12 screws/w/�(2y)1/2"
/)1 /2" bolts (Urtic
@ {) bolts @ tqp F
oard 16 ga. top plaifes
�-- R-6 Ductb
(meet code)
16 Ga. "U" Channel
Welded or Screwed
to Clip Angle
1/2" x 3" redheads
@ 32" O.C.
16 ga. base plate
DATE 1 APPROVED
111
C
SECTIONS-
Scale:
1/4" = rHangar Building #517 a
1250 East 26th Place
Orlando - Sanford Airport
SIZE Date: DWG NO.
15 January 2004 W.W.L.D.
sc&E Noted --T— �sHEET A-3
2 1 1
�M
N
N
N
R.",
1.
0
0
a
u
u
8 7
6
5
4 3
2 1
REVISIONS
400w M.H. Wall Pack
ZONE REV DESCRIPTION DATE APPROVED
I Exterior Lighting to Time Clock
ectrica a en
-- -- --- -------------- --- -
(typical)
= 20 Amp, 11 Ov Switch
91' Door Opening x 20' High
�
91' Door Opening x 20' High
�
D
3 = 20 Amp, 110v Switch 3 Way
= Telephone Outlet
fvP= 110v Duplex Receptacle Water Proof
0 = 110v Duplex Receptacle
P P
ht Fixture
+ = 400w Metal Halide LRestrike
with 300 watt Quartz Lamp
=400w Metal Halide Light Fixture
i
400w M.H. Wal I Pack
d
= 220v Duplex Receptacle P P
40e = Emergency Light with Battery Pack
C
= Exit and Emergency Light
with Battery Pack
�
400 W.-M.H.
C
= Flourescent Light 3 Tube
with Parabolic Lense
=Exit Sign.-M.H.
W/ . Quartz
EXi'f Lt.
R ke Lamp E 0
= Exhaust Fan Vent
j
�
Mer, ,
TO CFM
= H.V.A.C. Register 3070
Exh.
-- � To CFM
= H.V.A.C. Rag (Jumper)
ome
ler �
= H.V.A.C. Filter Back
Rafters
U = Meter M.D.P.
i D D ffi #1 D
�
100 AMP/Disc.
Board
B
Phone
Air Compressor Location (N.I.C.)
Storage Reception
B
= Air Line
Fire Sprinkler E ui men
#2
G�Riser from Water Line
P Pen
Fire Sprinkler Foam Tank
AMPlDIsc.400 Amp MLO Elec. Meter
STEEL 30tr THREADED Roos ATTACHED TO CHANNEL
MANUFACTURER HAS SUPPORTS ATAIR HANDLIM Irl' HOLE DRILLID
DESIGNED THE PURLINS THRU BOTTOM OF PURL IN WITH r FLAT
AUTOMATIC
VACUUM
BREAKER
VALVE
p. P
60 AMP/DI= for A/C above Ceiling
Loch WASHER a T ATTACHED
TO ACCOMODATE THE WAR BAT
DEAD LOAD of EACH TO EACH HANGM ROD SUPPORT. (TW.)
PRESSURE & TEMPERATURE
THERMAL
EXPANSION
(4) 500 MCM, Cu,
1 #4, Gr., Cu., 400 AMP
AIR HANDLER
RETURNAIR DUCT
(SEE PLAN) FIRESTATAS REQUIRED
6Y LOCALJURISDICTION
RELIEF & VALVE
_
MIN 80 HIGH HEAT TRAP
CONTROL
DEVICE - PER
S.B.C. -613.2.1
1994 EDITION
C.W. SUPPLY
4" Metal Conduit 120/208V
M
30,4W.
BLOWERIEVAPORATOR CONDENSING UNrr ON
Cort UNIT
4 THrCIRMTIETEPAD CAPPED STUB -OUTS
HOT WATER
To FIXTURES
ELECTRICAL PLAN
-
FILTER REMOVAL SPACE d" LARGER THAN UW- FOR FUTURE SOLAR C—I
SM Rte. CLb PLAN ONALL SIDES
MCB Panel
SHUTGFF
COLLECTOR ! ENERGY
RECOVERY SYSTEM
(TYPICAL.)
HOT WATER
400 A./ (3) G
vALves
R SUPPLY TO
EXITFROM
42 Circuit
Panel Box
SUPPLY AIR �I
DRAIN
SEPARATE BOTTOM
OF E.W.G. FROM
DRAIN PAN Com)
TOP OF 40 GAL
E.H.W. WATER HTR.
2' MIN OVERFLOW
PAN
CHANNELS UPI'ORTS
UNDER ENTIRE UNIT
A
TRAMPIMM
AlNUM DRAIN PAN WITH Dom. SERVICE VALVES W/
°D
FLOAT SWITCH. PAN TOOR CHARGING FITTINGS
MINIMUM OR AS NOTED PASSAGE
W EXTERIOR
MIN.
PIAT RELIEF AND
OVERFLOW PAN
DRAIN TO OUTSIDE
Hangar Building#517
A
(2) 5/8" dia. x 29 long Copper
THAN UW ON UNITTSSIDES REFRIGERANT
LINES.ERIE HAM FROM ""°I" "G"T'
1 f2.,N�
—� 6' ABOVE GRADE
Clad Steel Ground Rods
Grounded to Building Lt. Arresto
H V.A. C INSTALLATION D ETA! L
60 MIN
3/4" MIN. E.W.H. PAN DRAIN
1250 East 26th P
Typical
. .
ELECTRIC WATER
HEATER
A//ryire %be THHN/THI�I�NCo per
40 GAL. CAPACITY
Orlando - Sanford Airport
SIZE Dote: DWG NO. REV
15 January 2004 W.W.L.D.
SCALE 1/8" =1'-0" SHEET A-4
8
7
5
4
3
2
1
1.
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u
w
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a.
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3
ZONE I REV
2
REVISIONS
DESCRIPTION
SOUTH E/1/OlN.4LL ELEVATIOIV
•- - - -. 020 r-%- \ 1. J4:DCL. n -:-4—a IAI-11 a---I-
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— Fiberglass Wall Lites (Cont.)
112: 12 Slope
00P" es*
400 w./ M.H. Lt.
\— 3070 Steel Personnel Door
Gutters and D.S. both Sidewalls
MUItiRib Painted Wall Panel
WEST SIOEWA L L EL E!/.4 T101V
ELEI/.4 T/O/*v/
24 Ga. Multi-Rlb Gaivalum Roof
1/2: 12 Slope
1
DATE APPROVED
t
Both Sidewalls,
Fiberglass Wall Lites (Cont.) 1/2:12 Slope
-i0 -00
above Gutters
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IIIIIIII��IIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIII IIIIIIII IIIIIIIII
Hangar Building #517_
1250 East 26th Place
Orlando - Sanford Airport
SIZE Dote: DWG NO. REV
15 January 2004 W.W.L.D.
scAi.E 1 /8" =1'-0" SHEET A-5
8 4 3 2 1
ED
C
I
0
q
t0
C
03
In
IDI
I C I
0
I A I
g 7 6 _ 4 1 3 2
:01
REFLECTED CEILING PLAN
Scale: 1/4" =V K
1'-6"
T-0" o
co
r
_
CU
s
i�
Cr) . , � � to
M CV iV
Elevation
A.D.A. Handica
Bathroom
1
5
11%
T-6"
HAM -[-
r
Elevation
ZONE I REV
REVISIONS
DESCRIPnON
1
DATE APPROVED
HVAC PLAN
Scale: 1/4" = 1'
3 Ton HVAC Split System Heat Pump
Rheem Manuf. or Equal
T
A
IDI
I C I
0
Hangar Building #517
1250 East 26th Place
Orlando - Sanford Airpor
SIZE Me: DWG NO. REV
15 January 20041 WMID.
SCALE FSHEEr A-6
4 3 2 1
41