202 McKay Blvd 03-2672 FencetJzffi
CTfY OF SANP.nRD PEC MIT APPLICATION
Permit #:,r',rs%
Job Address:
T
Description of Work: 145 L610�
Historic District:.
(N-I\Q-
Zoning: Value t
��61®tiP14:3`: w'.L=T!`1:'.�:Cd:•: kLk'li",C5
Permit Type: Building t,,' Electrical
Mechanical Plumbing Fire Sprinkler/Alarm Pogl
Electrical: New Service — # of AMPS
.r
Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential
Replacement_ New (Duct Layout & Fnergy Ca1�. 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 Tyne: # of Stories:
ff of Dwelling Units: Flood `Lone: (FEMA form requiret'i for anther than X) .
Parcel t#: : `" C%S /'`OC (Attach Proof of Ownership & Legal Description)
,, ))��d
Owners Name & Address 1(>_-' "."'-Tv'as,,,7
�, �/t G -7 � � C-Abt rGb 5-'
\ I CLnr`f) t E! ZQb I
Phone:
Contractor Name &'Address: _�f'P l� t i(1/1 ✓'Lr7
/- 7
(P > �� �W U> -)L2
Statle icense Number:
O' {
Phone & Fax: 3-' ,3CP — Cf i 95--CLiO%)c`)2'G4,-fConlact Person: _ /,--X /Q- ^� 1^t'rJ6/iv I'Iwue: Cl��!' �3z✓�� Ua6a3
Bonding Company: /V l .Q, J
Address'
Mortgage Lender: /,4 I !}
Address:
ArchitecUEngineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornmenccd prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IFEATLKS, 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 applicrtblr I 'v is iefulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT` IF'd YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORr1he
CORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition t requirements of this permit, there may be additional restrictions pplma cable to this property that y be found in the public records of
this county, and the et t be ad itional permits required from other governmental entitie ,such t water martagement districts, state agencies, or federal agencies.
Acceptance of errn' t �f anon that t it notify the ow f the pr perty of the r quircmer i(sIFF.n• LLi i Law, FS 713.
Sdgnatuic"y f Owner/Agent
Print Own
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:APPLICA PION APPROVED BY: Bldg: Zoning: Gz ��:� la::,:ies: _ _ . FD: _
Initial & Da(e) (Initial & Date) (Initial fi Date) (initial & Oai:
Sn•_cia! Condition:;:
100 20 0 100 200
SCALE: 1 "= 100'
masr. BORROW PIT
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CATCH BASIN SINGLE FAMILY x� x 4r £
TOP-28.25
-CONN. TO EXIST. 6' RECLAIMED LINE IN FIRST ST, W INV (24")-2427 SANITARY MANHOLE
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RE IENTI�N P❑ D 74 �'9� --- -- - AB-12
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PACE 32' 6�, 1 34 30 36 97 3B 3B 40 41 S ,: 4 4q .., 48 47 4e L1 49 5M1.
i X o /78 X rr� x '4' '- d `� 1
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2n o c� TOP-32.71
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£ ♦ X s R'2 W INV 8" 1'IA1-25.57
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DREW AVE „ ' ----
\ 25' FRONT 1IA9FIINGTON OAKS
\
PROJECT DATA: 8R-1
DRAINAGE, SITE DRAINS TO THE EAST AND NORTH,
7.6' DR TyP, PAD 7-15' OR THERE IS A DITCH THROUGH THE SITE RUNNING
10 STD 40'X8O' 10' SIDES
WEST TO EAST AND CONNECTING TO A ROAD DRAINAGE DITCH
10' SCREEN NCLOSURE ALONG BURROWS AVE., WHICH RUNS NORTI'. TO 1ST ST.
2D REARS ENCROACI xT THE SITE WILL DRAIN INTO AN ONSITE P01'ID AND OVERFLOW
TYPICAL LOT SETBACKS INTO THE BURROWS AVE. DITCH.
THE BACK 1/2 OF THE LOTS TO THE WF:S IDRAIN INTO THE SITE
AS OFFSITE CONTRIBUTING AREA.
WETLANDS, THERE ARE TWO SMALL ISOLATED WETLAND ON THE SOUTH SIDE OF THE SITE
WHICH WILL BE FILLED.
�05 WELLFIELDS, THERE ARE NO WELLFIELDS IN THIS AREA.
F. H. A. LOT FLOOD ZONES, THE PROJECT LIES WITHIN FLOOD ZONE X
GRADING TYPE BASED ON FIRM MAP NO. 12117CO065 E
A
1 LOT NUMBER SURFACE WATERS, THERE ARE NO SURFACE i7ATERS ON THE SITE,
F. F. O1 D THERE IS A DITCH ON THE EAST SIDE W;;ICLI HAS WATER IN THE BOTTOM.
FINISH FL❑❑R ELEVATION
FINISH GRADE EXISTING VEGETATION, THE SITE CONSISTS 01" OPEN LAND, PINE-MESIC OAK,
(TYPICAL) LONG-LEAF-XERIC OAK AND WETLAND F03ESTED MIXED.
AQUIFER RECHARGE, THIS SITE IS NOT IN `N AREA OF AQUIFER RECHARGE.
PROJECTED SCHOOL AGE POPULATION 56.
TRIP GENERATION 847 ADT'S.
PROPOSED WATER DEMAND; 108 X 300 GPI'/UNIT = 32,400 GPD.
PROPOSED SEWER DEMAND; 108 X 270 GPI!/UNIT = 29,160 GPD.
PROPOSED RECLAIMED WATER USAGE: 81,' ; GPD
LIMITS OF P
PL I
VAR15' MA I T. 340 I EX 540' 1 5' M.'•, IT.
ESMNT. ESMNT.
1 O'
30,
15 1 le, 1 2' 16' 16, 12, 16'
6 29. 0 IS
24600
\� �C
TRANSITION TO GRADE C. E. \
10, ;
S 1
16. 0
NOTE, POND SIDE SLOPES TO BE SODDED,
POND SECT I ❑N
N. 1. S.
III OPTIONAL 8' POND DEPTH BASED ON FILL ;;EQUIREMENTS
SCS SOILS INFORMATION
SOILS DESCRIPTION HYDROLOGICiL
SYMBO GROUP
RAS INGER/SAMSULA/HONTOON ➢
80 MYAKKA/EAUGALLIE D
(27) POMELLO C
INFORMATION TAKEN FROM SCS SOIL SURVEY OF SEMINULE COUNTY, FLORIDA
VARIANCE REQUESTS FOR PROJECT:
REDUCE FRONT SETBACKS FROM 25'
TO 23'
AND REAR SETBACKS FROM 20' TO
17' FOR LOTS 32.33,34.35.
ALLOW ENCLOSED SCREEN PORCHES
TO ENCROACH
INTO REAR SETBACKS 10'
UTILITY NOTES:
STORM DRAINAGE LINES SHALL BE
RCP.
POTABLE WATERMAINS SHALL BE 6"
PVC.
SANITARY SEWER SHALL BE 8" PVC
GRAVITY LINE.
RECLAIMED WATERMAINS SHALL BE
6" PVC,
TOTAL. SITE 28 t - ACRES
TOTAL, LO'CS NOB
DENSITY: 3.85 UNITS PER ACRE
MAXIMUM LOT COVERAGE 50%
SR- IA MIN. LOT 7500 SF
LOTS ON 24TH STREET
�( 15 LOTS, 70'X140' MIN.
MIN. FRONTAGE 20'
MIN. WIDTH 70'
MAX. LOT COVERAGE 50%
FRONT SETBACK 25'
REAR SETBACK 20'
SIDE SETBACK 10'
SR--1 MIN. LOT 6000 SF
INTERIOR LOTS
93 LOTS, 60'X100' MIN.
MIN. FRONTAGE 20'
MIN, WIDTH 60'
MAX. LOT COVERAGE 50%
FRONT SETBACK 25'
REAR 20'
SIDE 7.5'
30' R/W
IV a, 12, 12'
5' SEE MIAMI NOTE BELOW CURB TYPE 6' 3'
CL GUTTER
I' TYPES III
ASPHALTIC CUNG
12' 12-I
1/4' PER FOOT SI-OPE 1/4' PER FmT SLpE u1PE VARIES -
SOD STRIP BEHIND CUR/-
SIDEVALK _�I
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O\ 6' E MER" BASE. Ll`_ / ___7-L I
95X COMP., AASHTU T-IBO O ----STORM
RECLAIMED WATERMAIN SVA6
STORM DRAIN UNDER GUTTER
VATERRAIPRIE COAT PLR
1o' STABALIZED SUH6RAOE4B% COMP.FmT S:cT. 300 LOT GRADING TYPE A
, ,
AASNTO T-IBU, 73 PSI FRV ALL DRAINAGE TO STREET
NOTE,
SODDING FROM BACK OF CURB TO SIDEWALK/PRUPERTY
LINE TO DE INSTALLED BY HOME BUILDER. EXCEPT WHEN
NOT ADJACENT TO FRONT L SIDE LOT LINES, THEN SODDING NOTE
SHALL BE INSTALLED BY SITE CONTRACTOR. DEVELOPER SMITARY SIDEWALK ADJACENT TO LOTS TO BE INSTALLED WITH HOUSE CONSTRUCTION.
SHALL INSTALL ONE By OF SOD ALONG ALL BACK SEVER OTHER SIDEWALK INSTALLED BY CONTRACTOR
OF CURBS TO PREVENT EROSION. GRASS AREAS, INCLUDING
EASEMENT AREAS, WITHIN R/W SHALL BE SEEMED L MULCHED
BY THE DEVELOPER TO PREVENT EROSION UNTIL SODDED
TYPICAL ROAD SECTI❑N
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DRAINAGE BOTH TO STREET AND TO REM LOT LINE LOT GRADING TYPE C
ALL DRAINAGE TO REAR LOT LINE
TYPICAL LOT GRADING-OLIAILS
STEVENS AVE
(60' R/W)
KEY AVE
(e0' R/w)
SR -IA
UTILITY PROVIDERS
FLORIDA POWER & LIGHT
P.O. BOX 2149
SANFORD, FL. 32772
PH. 407-328-1924
FLORIDA PUBLIC UTILITIES
830 W- 6TH STREET
SANFORD, FLORIDA 32771
PH: 386-668-9319
BELLSOUTH
132 COMMERCE WAY
SANFORD, FLORIDA 32771
PH: 407-302-2204
TIME WARNER CABLE
844 MAGUIRE ROAD
OCOEE, FLORIDA 34761
PH: 407-532-851 1
CITY OF SANFORD
P.O. BOX 1788
SANFORD, FLORIDA 32772-1 788
PH: 407-330-5639
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