HomeMy WebLinkAbout1270 Upsala Rd 04-2235 Dumpster enclosurePermitcj' '1 I
Job Address: r A'%, 0 V Pn Gte 04 A
Description of Work: sl tt /� S-i •�
CITY OF SANFORD PERMIT APPLICATION c
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Date:
Historic District: Zoning: Value of Work: $ 26)0o
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Enerlry Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone; (FEMA form required for other than X)
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Parcel #: 24S - et V 000 -^ 0o 'qy� (Attach Proof of Ownership & Legal Description)
Owners Name & Address: W, �l��S /t_ C'y' 64
U-40r144--P -t 1('rK: ri''�:titQtl1�itct..'SS�1 ?'Z.� I -i Phone: _ •^
Contractor Name &Address: _ rA r 1 r� r i^t)n.h. f6 ILirit,,,.u9 �,//" (& r.,,-t•-,^
Phone & Fax: 1_
Bonding Company:
Address:
Mortgage Lender:
Address: 1 Gc
Address: 110 LA -I_-5-%rl r
Application is hereby made to obtain a permit to do the work and
issuance of a permit and that all work will be performed to rnee[ s
permit must be secured for ELECTRICAL WORK, PLUMBING,
AIR CONDITIONERS, etc.
License Number: (`il(] i_1 U-73
Phone:2J-3aS�r'Z[�
P ione: cf . c �-F ZG - v r 2-b
_:_ ,,.___ _ ..... _ ._._.. -''yak: Ci'.�c`� - `-1 z-� ^� i•Z�
sr,.'!I' i ns' in teat d c rfi ghat no work or installation has commenced riot to the
i I � e�., , l . � � ! p
nd rd� fAil wh f ul in uction in this jurisdiction. I understand that a separate
i[GNS, WELLS, PO LS, F MACES, BOILERS, HEATERS, TANKS, and
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 restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 1' .
Signature of Owner/Agent Date Signatu o Contractor/Agent pate
Print Owner/Agent's Name Print Contractor/Agent's Name
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Signature of Notary -State of Florida Date Si nature o��AiYYtdvyState v Date • .... ,
�ti�IVlK JOHNSON
* MY OOMMISSION # DD 285622
WIRU: March 23, 2008
Owner/Agent is Personally Known to Me or Con yr/�Agurml A_Oe LowaNg I mSr�v > r
_ Produced ID a! k reduced lD 1 W4
APPLICATION APPROVER BY: Bldg3 0 ( Zoning: �� �,S 7't)� Utilities: FD:
(Initial &Date.) (Initial & Date) (Initial &Date) (Initial & Date)
Special Conditions:
VARIES:
see note
Site Benchmark #1
Top of 1" Iron Pipe
Elevation = 26.44
1" Iron Pipe
0.13' East &
0.09' South
A
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/ QRETAINING WALL
WITH BLACK VINYL
COATED FENCE
5. 1'_
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10.3'-
5.3'-
1a.1 � ►
T �l
COMMERCIAL
END RETAINING WALL
AT EXIST. WALL
North line of the North 274.0' of the South 40610' of Lot 8
- _ N 89'50'53" E
- 67.4'
j TFDTT ST ST
10 DRAIN FIELDS �3�
4' DR;`�IN FIELD Q
SHC:ULDER
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DRAIN FIELDS
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DRAIN FIELDS
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4' DRAIN FIELD Q
SH0I,LDER
DRAIN FIELD
9
WETLA"In IIIIE-
10'
^' DUMPS
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_ 31.25
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30.25
18-=----�-24'
-
29.25
'
`PROPOSED
,
28.25
I LIGHT POLE
27.25
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CHAIN LII +K
10' WIDE
_
FENCE
GATE Q
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DRY POND 01
1s' 24'-
01
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QRETAINING WALL
WITH BLACK VINYL
COATED FENCE
ALUMINUM ARM
(2 AWG)
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30' CONCRETE POLE
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VARIES AS REQUIRED I
BY PUBLIC VIORKS DEPT. !
' (PAIN. DISTANCE IS 4)
r/ ASPHALT
i PAVEMENT
LRAEROCK
SUB -BASE
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1. Street light spacing shall not exceed
300' and shall be located according
to acceptable engineering practices.
2. Pole location and arm length are to be
coodinated with pavement crass -section. I,
3. Dimensions shown are minimums.
STREET LIGHT STANDARD (FIG. N-5)0
NOT Td SCALE
6" VERTICAL CURB
I1W
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Recovered 5/8" Iron I o
Rod and cap stamped �i o
LB 3764' I 12" THICK CONC.
1.10' South & 0. 2' East I I SIDEWALK AT THIS
LOCATION (SHADED) 2Q Q �q y(1
297.50' - PROPOSED HANDRAIL 1 inch = 20 ft.
PER FDOT INDEX #520
N 10' BUFFER LINE - (30' TOTAL LENGTH)
_..,- ---..-.- - -. _ ___... _..___. ..-_ v I GRAPHIC SCALE
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2 7' 0
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W o i GENERAL NOTES
PROPOSED OFFICE BUILDING, Q I I ,1 _ I i
1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT-EVANS ENGINEERING, INC. WITH
23,000 SF (3 STORIES) i Cr i n I CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS
Q
15' CITY SERVICES ESMT. '0 o I /n, MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND
tii z `� `� TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY.
FF 32.2 ( I m i 2. C01; TRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED -UP WITH AS -BUILT
INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A
19' o ; ! REGISTERED LAND SURVEYOR IN ACCORDANCE WITH CITY OF SANFORD LAND DEVELOPMENT
o r i I REQUIREMENTS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF
/ D v THE WORK.
3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND
N CI I i I DRl.INAGE IMPROVEMENTS.
II I ' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION.
, _ r� DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR
- 10'- SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE.
I ( x
11 C < No I I 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS
! 12'- �12' 12'-�- 12' ( I DRAINAGE. SHOULDSHALL BE NED TO AREAS OF DRAINATH GE GEDRIVING RESU RESULT
FROM CTHE AI ADJUSTMLE ENTSNG DESCRIBEDVE
, THE f
I .
TI
n ! CO TRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT I
-1 5' --1 5' 1 F - o Oo I I ! RE OMMENDATIONS FOR CORRECTION MAYBE MADE.
10' BUFFER SETBACK j f �! ( 6. TH CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND
BET EN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION.
(V d I
7. CH. PTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS
24" WIDE W ITE THERMO- I , UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE,
PLASTIC ST�P BAR f ( APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND
7' DEDICATED R� I ( ! �I PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY ON -SITE INSPECTION BY GAS
TO SEMINOLE COUNTY I `, COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS
o' C014PANY TWO WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA.
VALLEY
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(SHADED) +N
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I RETAINING WALL! I
> WITH CHAIN LINIk
�\ FENCE !
O
27.25 -
28.25
29.25
-- 30.25
31.25
31.25
- 3
29
0
V1" Iron Pipe -
0.13' East &
0.23' South
Il+
6" VERTICAL CURB I I
N'N 30
N
29
4
30" HIGH INTENSITY
STOP SIGN
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6" IVr-' ,ICAL CURB I UO
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II 24'- --- ��
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PROPOSED O
STREET LIGHT o I I
I - IBY DEVELOPER `
PER SANFORD
STANDARDS -
h\ 3 v
RETAIL ING WALL
WE1T /'+I, LINE 15' CITY IERVICES ESMT. `
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13.6' -i 10'
_ --! 15'
v
Recovered 5 8" Iron Rod
S 89'50'53" v�� c,+ 97.7E (A /
)T the.2 _ I
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Q PROPOSED OPAQUE FENCE Site Benchmark # 2
Top of 5/8" Iron Rod
8ITt OATA
PARCLL ID:
28-19-30-506-0000-008B
EXISTING USE:
VACANT
PROP, SED USE:
OFFICE
CURRENT ZONING:
R1-AA (SEMINOLE COUNTY)
PROF _;Lu ZONING:
PD (SANFORD)
TOTAL OWNED AREA:
1.88
AC
TC TAL IMPERVIOUS:
1.06
AC
OF F.N SPACE:
0.82
AC (43.6%)
TOTAL. [UILDING AREA:
23,000
SF
F. A. P.
0.29
WETLP ND IMPACT AREA:
0.39
AC
DEDIC \TED ROW AREA:
0.04
AC
OFFS"E NEW PAVEMENT
(UPSALA): 0.12
AC
RESIDENTIAL
PARKINQ CALCULATIONS
OFFICE 23.000SF
MINIMUM SPACES REQUIRED:
1 SPACES /250 SF
PROVIDED
TOTAL SPACES PROVIDED
HANDICAP SPACES PROVIDED
92 SPACES I
96 SPACES
4 SPACES
GUTTER I 8• ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER.
40MPH SIGHT TRIANGL.MIAMI NO OBSTRUCTIONS WITHIN 9. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE
V- CURB SIGHT TRIANGLE ALLOWED INSIALLED BY CONTRACTOR CITY OF SANFORD STANDARDS.
I SEE SHEET C-7 FOR 10. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING
SIGHT DISTANCE NOTES
I I CONSTRUCTION:
I ( II
WATER: CITY OF SANFORD (407)330-5640
1 I I SEWER: SEPTIC
TELEPHONE: BELL SOUTH (407)327-0447
I E ECTRIC: FLORIDA POWER CORPORATION (407)328-1909
CABLE: BRIGHT HOUSE (407)532-8509
` SOLID WASTE: CITY OF SANFORD (407)302-9414
r.
11. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND
II� TFIr_ :CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQIJIPMEPIT
J P . wAitFtIALS. I*HL STORAGE SHALL i4E CONFINED TO SUCH LIMITS AS MAY BE JOINTLY
IN I I I 'li ` AGREED BY OWNER AND CONTRACTOR.
12, ALL FILL ON THE PROPERTY SHALL BE ADEQUATELY COMPACTED TO 95% OF STANDARD
PROCTOR BY ROLLING TO PRODUCE A SURFACE SATISFACTORY FOR THE PROPER INSTALLATION
OF 73ASE COURSE AND PAVING. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR
MUST MAKE CERTAIN THAT THE SURFACES TO BE COVERED ARE IN PROPER CONDITION.
SURFACE NOT ACCEPTABLE SHALL BE REPORTED TO THE OWNER IMMEDIATELY. THE APPLICATION
M I OF PAVING MATERIALS SHALL BE HELD TO BE IN ACCEPTANCE TO THE SURFACES AND WORKING
II ! CONDITIONS OF THE PAVING CONTRACTOR WHO WILL BE HELD RESPONSIBLE FOR THE RESULTS
I I1 REASONABLE TO BE EXPECTED. CONTRACTOR TO COORDINATE PAVING CORES OF LOT BY LOCAL
TESTING FIRM.
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Lip I I I 13. SETHACKS FOR "PD" ZONING:
IRON T: 25'
REAR: 50'
l a E Cu
SIDE: 10' /50'
o ( 1 `. `�, I 14. MAXIMUM BUILDING HEIGHT 50'
0 ( 15. THIS PROPERTY LIES IN FLOOD ZONE "X", AREA OF MINIMAL FLOODING ACCORDING TO THE
II I
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! , I ! F.E.M.A. FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12117C0040E, DATED
o APRIL 17, 1995.
o
v Q ? 16. THE BUILDING WILL BE FIRE PROTECTED THROUGH THE USE OF THE EXISTING 12" WATER MAIN
I J ` ON THE EAST SIDE OF UPSALA ROAD.
I
17. SEWER WILL BE SEPTIC.
j \ Q18. STREET LIGHTS SHALL CONFORM TO SCHEDULE N, SECTION 3.2(B) OF THE CITY OF SANFORD
a ( LAND DEVELOPMENT REGULATIONS SCHEDULES.
I
II 7' DEDICATED ROW
TO SEMINOLE COUNTY
1 0.04 ACRE
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Elevation = 26,45'
6" CONCRETE
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URBAN FLARED TURNOUT
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PER FDOT INDEX 515
SEE DETAIL ON SHEET C-11.
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PROPOSED HANDRAIL
PER FDOT INDEX #520
(20' TOTAL LENGTH)I
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Property Appraiser ID Number 28 19 - 30 - 506 - 0000 - 008B
SEMINOLE COUNTY
APPROVED FOR CONSTRUCTION
This approval is subject to specific conformance to
the Seminole County Land Development Code and any
special requirements of the Board of County
Commissioners. It shall be the responsibility of the
developer to correct any defects in the plans or the
facility as constructed which results in a failure to
meet applicable code requirements. Administrative
acceptance of the developer's plans does not
constitute a waiver of any code requirements nor
does it relieve the developer of responsibility to meet
those requirements. This specific approval is valid for
a period of one year from the date below.
APPROVED
SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT
DATE
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(""�D[SIGNED:
BAG
CHECKED:
t7L E
DATE:
MAY 20M
SCALE:
1*-20'
CAD NAME:
95804-C3
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SHEET #:
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3 OF 13 SFU=M