HomeMy WebLinkAbout2306 French AveRECEIVED CITY OF. SANFORD PERMIT APPLICATION REGEIVED
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Apj�plicatin # : _ ®�/ �� Submittal Date: G �n n A I .
Jab`P RdressValue of Work:
Parcel ID. Zoning: t Historic District:
Description of Work: ` r= t1.1 �P r-, v YJU `l` v ? tl tR c Square Footage: {�
.......................................................................................................................1.
Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarrn ❑ Pool ❑ Sign.'
Electrical: New Service- # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
mechanical: -Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (17u�t U, out & Energy Cale. Required)
Plurnbing/ New Commercial:# of Fixtures # of Water &Sewer Lines' # of Gas Lines'
Plumbing/New Residential: # of Water Closets Plumbing Repair -- Residential ❑ Commercial ❑
Occupancy Type: Residential ❑ Com1In la ❑ Industrial ❑
yp . Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) j
• ............... .......... ........................... ........................... ............................J. .[...........
Property Owner: ZC2,T rLS ��C'n Contractor: ��-.>� C
Address: �c 1 \, Zi ,. ,;fel Pj P ) R .c1 , Address:'
l phone
E-mail: s' , Phone 1 17 I ` 177State License Number:
w '" Bonding Company :.:;.: ....::........ Mortgage Lender: '
<: ...,. "' Address
Address.
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Architect/Engineer:
Address:
Plan Review Contact Person
Phone: Fax:
Phone:
Fax:
E-mail:
Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced 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 trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKSy and
AIR CONDITIONERS, eta
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 ma be additional restrictions applicable to this property that may be found in the public records`of
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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 o
Acceptance p y the owner of the property of the requirem • of Florida Lien Law, PS 713.
Signature of Owner/Agent - - - Date Signature of Contractor/A cut
Print caner/Agent's Name Print i ractor/101iar
Signature of Notary -Stale of Florida Date Signature o �Matr of'hldr})11 p Date
• ,. �� q1 rfi —
Contractor/A� �� •`''PNraot°"�,ly ��oMeo
Pruductl�f�
ENG: BLDG:
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Owner/Agent is _
Produced ID
Personally Known to Me or
APPROVALS: ZONING: EIA 2 `v'Z Ul'1L: FD:
Special Conditions: 11�-y �QQ��
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CONSTRUCTION S1 LAN
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CITY OF FLORIDA 9 33.00
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OWNER/DEVELOPER
ENGINEER
PARCEL I.D. NUMBER: 36--19-30--523-0000-0320 ¢
TASCO REALTY CPH ENGINEERS INC TOTAL SITE AREA• A000r, S F (s2 ±AC)
5912 N. DEAN ROAD 500 W. FULTON STREET TOTAL BUILDING AREAS ' 20,037 S.F. o w o o N
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ORLANDO, FL. 32817 SANFORD, FL 32771 REQUIRED BUILDING SETBACKS: BOLLARD (TY) - ' - 46.oz' I I Z u a m
FRONT: 25' ® ASC O
ATTN.FRED COHEN ATTN. LARRY POLINE,R, P..E. SIDE: 20', o ¢
/407 679-1980 407 322-6841 REAR: 20 II UNIT PAWN SHOP O z
) ) ®L p 6,500 SF R2.50
ACTUAL BUILDING SETBACKS: I
b (0
FRONT: 50' I (S) _ cV
:- .... '
SIDE: 10' O_ L1~ 4 Z CN
PROP. HANDICAP SIGN (FTP -25) REAR: 10'
I - LL- U 0
• •:. LANDSCAPE BUFFERS
REQUIRED: PROVIDED:
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FRONT: 25' FRONT: 5' Q LL
2~ SIDE:, 10' SIDE: 0.
PROP. 6" WHITE
THERMOPLASTIC STRIPING 1, REAR: 10' REAR: 0' SEALCOAT ENTIRE PARKING LOT
2' CL
O.C. @ 60° { , • MOUNT T G: ( I LC ¢
SIGNPARKIN 1
HERE
PROP. soLlp wwrrE PARKING REQUIRED BY: CITY OF SANFORD: 3 SPACE/1000 S.F. GFA GENERAL RETAIL)
HANDICAP PAVEMENT `'
SYMBOL
I 5 SPACE/1000 S.F. GFA (PAWN SHOP) 5' CONCRETE SIDEWALK (4")
(- - THEREFORE,:TOTAL PARKING REQUIRED 13,500 SF X 3 40.5 + 6,500 X 5 ffi 32.5
"U" -CHANNEL POST TOTAL REQUIRED 73 SPACES y A�
(2 LBS.1FT.) TOTAL PROVIDED: 23 SPACES PROPOSED APPLIANCE DIRECT b
o x 13,037 SF I
2" 2" 2" 2^ I. � 6 RIBBION CURB
6" 6" 8" 1 6": 6^ 16^ 6^ 1 8 SLOPE TOP.
ao W 1 { w m; I NC;
cu t REMOVE EXISTING SIGN.
REP IT MONUMENT SIGN.
C, C. - -`,,.. GROUND SURFACE .::. L,.i.,.l I
CE W
D �a 3
rt m m 12"X-12" CONCRETE- SPLASH PAD BELOW OWN SPO (T ), '---� CROSSWALK STRIPPING
4 _..
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PER FDOT IN EX N 1734 � )
Its ,;:.'• ':Lu
12 LI r . L!
12-k-7,,6, PC CONCRETE a ,� 1
P .) (TYP.) I I 14. • p
�Ia•�000
NOTE: 3 r' wG�e en
1. HANDICAP RAMPS, SPACES AND SIGNAGE
SHALL MEET AMERICAN NATIONAL STANDARD A117.1 r >
E UIREMENTS A\C <
AND ALL APPLICABLE CITY AND STATE R Q
UNIT
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2. REFER TO PAVING AND DRAINAGE~
"NOTE:
Im
PLAN FOR SIDEWALK TRANSITIONS.
TALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
10.60 U QQ,
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3. ALL STRIPING SHALL BE WHITE THERMOPLASTIC.
'''TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S
? "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES",
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LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST
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EIN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
10'x10', 6" CONCRETE DUMPSTER PAD WITH 6' CONCRETE APPROACH
HANDICAPPED MARKINGS
_: -.:_
a A e D
4 STANDARD SIGN. BASE
+ + . oo
T
••
_ _
11.00'
ly.l
,
PARKING DETAIL
:
_
-
23
jy
..
BEGIN 6' FENCE (OPAQUE)
+: +
9
Lm
O 2" FC -1 OR CD -4 .FDOT TYPE S -III "ASPHALTIC CONCRETE+ + + L. f � (D
WITH A MINIMUM STABILITY OF' 1,000 LBS. + + a I W
COMPACTED TO A MINIMUM OF 95% OF THE + ++%+a A� C) L _ ❑
6„ MARSHALL DESIGN DENSITY. + :".�
«- O ' g" LIMEROCK HAVING A MINIMUAM LBR OF 100 + + + + +)
I SURFACE MATERIAL q COMPACTED TO A MINIMUM 98X OF THE MODIFIED
++ Q Q Q Q z
PROTOR TEST. (LBR 100). ""
ASPHALT
I
s-+--- BASE COURSE I C� t2" SUBBASE CAN, BE IMPORTED MATERIAL OR + + + + FENCE GATES FOR DUMPSTER ACCESS (OPAQUE)
;g BLEND OF NATIVE;,SOILS AND IMPORTED MATERIALS. I: ! + + a o 0
-- --- -- - COMPACTED TO 'A MINIMUM OF 98% OF THE MODIFIED + + +
MAXIMUM DRY DENSITY (AASHTO T-180) + -1•
30" x 30,1 O r
MINIMUM FBV OF 75 PSI, + + + i
d R1-1 NOTE: -BASE MATERIAL ,SHALL BE EXTENDED, A MINIMUM OF 1 FOOT BEYOND THE BACK + +
OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. + +���2 I G 10,,.00' 0 °
STOP SIGN + Z NE Eol
+ + + + + r PROPOSED METER Z
FLEXIBLE PA i�EMENT CONSTRUCTION ® + + +
LOADING ZONE ASSEMBLY
+
RIBBON CURB
T O I G
LID + + + + o
:PROPOSED 20' EASEMENT + +
N.T.S. + + + + + ((j) 54.0 11:00' Z, .x >
ti.i 1`! J
SAW CUT AND EXTEND ASPHALT PAVEMENTJO END OF DRIVE ISLE w n
4 + + } REVIEWS U L .,= CL
rn
6" MIN. C.I.P.-D.I.P.
OR PVC CONCRETE FILLED j
PAINTED OSHA YELLOW.
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III I I,
I II-III-
4
24" DIA. MIN.
2500 PSI CONCRETE
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•,•. •
NOTE: SITE LOCATION, AND THE INSTALLATION TO BE PROTECTED, MAY
REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR.
BOLLARD
4' CHAIN LINK FENCE (S)
R35.0' R35.0':' �!' : :. o a a'' v 4.
(TO LIMITS OF CITADEL) a A a • n , .. a .
E•XISTI`NG ..... ............ . . . . ............
DRIVEWAY
12" x 12" WET TEP 12" RECLAIM WATER
FRANKLIN S- REST (PLA -i-) �'�4RD S FR E -F (FIELD �1. PROPOSED 5' CONCRETE SIDEWALK
6 RIBBON CURB
50' 'SNIDE RI,MT-OF-WAY CONTRACTOR TO EXTEND CONCRETE DRIVEWAY TO NEW RADIUS � q
LE GENU CPR OFO ►SED.1 q
GENERAL SITE N07ES (Y) = YIELD SIGN (R1-2)
�-(NL) = NO LEFT TURN SIGN (R3-2)
�(NR) = NO RIGHT TURN SIGN (R3-1)
-.- (R) = RIGHT TURN ONLY SIGN (R3 -5R)
1. FOR LEGAL DESCRIPTION, BOUNDARY INFO. ND BENCHMARK INFO., SEE 9. STOP BAR STRIPING, CROSS WALK STRIPING, FIRE LANE STRIPING, HANDICAP
-.- (D) = DO NOT ENTER SIGN (R5-1) �{ �
SITE SURVEY SHEET. SYMBOL AND SURROUNDING DIAGONAL STRIPING ADJACENT TO HANDICAP (H) = HANDICAP SIGN (FTP-25)PERMIT
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2. CONTRACTOR SHALL MATCH PROPOSED CL?B AND GUTTER, CONCRETE AND PARKING SPACE SHALL BE THERMOPLASTIC. (S) = STOP SIGN (R1-1) ��,I j
PAVEMENT TO EXISTING IN GRACE AND AUGMENT. (0) = ONE WAY SIGN 4
10. PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. (L) =PROP. LIGHTING ��
3. CONTRACTOR IS RESPONSIBLE FOR REPAIRNG THE DAMAGE DONE TO ANY CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL -► = SOLID WHITE PAINTED TRAFFIC ARROW C,� cfj
EXISTING ITEM DURING CONSTRUCTION, SUgi AS, BUT NOT LIMITED TO, ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL
DRAINAGE, UTILITIES, PAVEMENT, STRIPING,:URB, ETC" REPAIRS SHALL BE� 0 = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR
EQUAL TO OR BETTER THANEXISTING CONDITIONS. LOCATED ON DETAIL SHEET.
TYP, =TYPICAL
4. ALL DISTURBED AREAS AR6 TO RECEIVE FOLR INCHES OF -TOPSOIL, SEED, 11. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PLACING PEDESTRIAN SM/ = SIDEWALK
MULCH AND WATER UNTILA HEALTHY STANDOF GRASS IS ESTABLISHED. CROSSING SIGNS AS INDICATED ON PLANS. F.H. = FIRE HYDRANT
5. CONTRACTOR IS RESPOpSIeLE FOR OBTAINING APPROVAL FROM THE POWER 12• ALL SIGNS SHALL HAVE T-0" MIN. CLEARANCE FROM FINISH GRADE TO SWSI./4" = SINGLE WHITE SOLID LINE / 4" WIDE
COMPANY FOR THE LOCATION AND HEIGHT OF THE MONUMENT BOTTOM OF LOWEST SIGN MOUNTED ON POST. SYSU4" =SINGLE YELLOW SOLID LINE / 4" WIDE
DYSU4" = DOUBLE YELLOW SOLID LINE / 4" WIDE
SIGN BEFORE CONDUITAND WIRING IS INSTILED, 13. CONTRACTOR TO REMOVE ALL TRASH AND DEBRIS FROM SITE, DYSL-T/4" YELLOW SOLID LINE (THERMOPLASTIC)/ 4" WIDE
1
6. SITE BOUNDARY, TOP(GRAPHY, UTILITY AND,ROAD INFORMATION WILL BE
PROVIDED BY GOEMMK CONSULTING, INC, SYSL/6" = SINGLE YELLOW SOLID LINE / 6" WIDE
7. ALL PAINT USED FOFPARKING STRIPING SHALL BE ALKYD PETROLEUM DYSU6" =DOUBLE YELLOW SOLID LINE / 6" WIDE
SWSL/18" = SINGLE WHITE SOLID LINE / 18" WIDE AT 45° O
BASED PAINT. TWO% -OATS OF PAINT TO BE USED.
WHEEL STOP Z
8. ALL WORK AND M/'fERIALS SHALL COMPLY WITH ALL CITY/COUNTY
REGULATIONS AI CODES AND O.S.H.A. STANDARDS. -a.+