HomeMy WebLinkAbout1100 Central Park Dr (2)10
CITY OF SANFORU l'lsltt\ll"1' AI'P1.ICr\'[ 10N r_
RECEIVED
0 C T 2 5 2006
Permit # :
nn'p �/
�+�,
,Job Address: 6() C.C'0 �'(
fl"�D�-'It`^ '+✓�, U
Description of Work: 1� cn
Total Square Footage
Historic District: Zoning:
Value of Work:
3 It 00
Permit Type: Building Electrical
Mechanical Plumbing
Fire Sprinkler/Alarm fool
Electrical: New Service —# of AMPS
Addition/Alteration
Change of Service Temporary Pole
Mechanical: Residential Non -Residential
Replacement New
(Duct Layout & Energy Calc. Require(l)
Plumbing/ New Commercial: tt of Fixtures
ti of Watcr & Sewer Lities
# of Gas Lines
Plumbing/New Residential: # of Water Closets---
' Plumbing Repair — Residential or Commercial
-
Occupancy Type: Residential Commercial
rscl
Coustruction 'Type: # of Stories:
# of Dwelling Units:
Flood Zone: (FLINIA form required )
I'V)
Owners Name & Address: `rom 84,11 I _
S
Contractor Name & Add
Phone & Fax: `C U
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Contact Person:
Phone:
Slate License Number:
0.S13)/
Phone: to, (D 'All
Fax:
S"
Application is hereby made to obtain a permit to do the work and installations as indicated. I cortif'y that no work or installation has commenced prior to the
issuance of a permit and that all wort: 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, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the toregoing information is accurate and that all work will be done in eourplianeu 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 F'OK IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL: l' WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: hm addition to the requirements of this pemnit, there may be additional restrictions applicable to this property that may be found in the public records of
this count�nc1 Fh�re may be additir nal permits reed from m
other governmental entities such 1s water rnanagemenl districts, state agenci , or federal agencies.
Acceptance d' pc is verif ation that I will i ty the owner of the property of the require nts f h'I _rich Lien La , FS`713.
S)guatpreofOmA/Agent Date SignUtureofContractor/Agent Date
Print Owns/Aacnt's N
Florida
t`
C veer/Agent is � z1"..'lly Known to Mc or
_ Produced ID
APPROVA
Special
Rev 03
Date
L,6 Name
/vp o
of Florida Date
Contractor/Aoguent is ' P�...ally
Known to Me or
Produced ID
CJ Z S� 7 6a4- f o vh /pl jpar %T u^ --L.
EXIST, 8' SAN, L
EXIST, DRAINAGE MANN❑L
EXIST. 6' CLF COR EXIST, BDRAIN-
8.96'
DRAI
8.96' W OF LINE S89°45'02"W 500.00' MONUMENT SIGN
• ••� • •� • ! (�® • i� • •� •fi• • �., 41• • � • � eo� • •� • • •' • •i • •1• • evow •' � • •1• e • � •
--1 -------------- --- - ---------------- - - - - 10' U & D ---- p-- ----- --- _ - �� --- - ------ ou --- ---
EXIST, DRAINAGE MANHOL x I- SI
10' ,
• j 10 1 10 GO 10
" I .R 10 5� 15'R 10
1 05 7Q
7' VERT CURB TYP
" e I ( ) �-- 90 L.F. OF 1" PVC WATER 6
2 'LAT. (NSF LOGO)
I WHEEL STOPS TYP -► B 7
x
EXIST CATCH DRAIN W/ I 94 10'
WIER & SKIMMERI O 20 O 3O r
O w
I 1 �J 2 1 °
5' PLANTER 5' PLANTER 5' LANTE PLANTER 5' SIDEWALK
EXIST. CATCH DRAI
ON LINE
EXIST. 6' CLF COR
0r 1-1 N E 1NE
x
6' LONG PRECAST
CONCRETE BUMPER
2' MAX.
I-^3"
9 0'
12x12 ❑HDI I I 1 270, 1 I 1 12x14 ❑HD FDC ( 6 DDCV
6D I 12x12 OHD I I
o I I I 12x12 OHD1 1 12x12 ❑HDI 90 L.F. OF 6" FIRE LINE
' I I 1 I (DR -14)
i¢ 4 3
(2) 18x14 OHD I I I j I I
I I PROP. 6" PVC SANITARY '� z
I I I I i I LATERAL ® 1% SLOPE (MIN.'S i O I OI. XISTI
I I I
I I I I 4 3 8' -' i-NIAILBO
p�
C.O.: XI ST.
I I I I I I TOP 34.00 6 (� NATER -
1 I I I I 34,484 S,F, BUILDIN( I I INV 31.50 I O II
RETENTION POND I i i AUTOMATIC SPRINKLER 1 YSTEM 1 � - ' o I Cb AIVLE
� I 1 I 9' a
I I I i I I 1 I 3 I �e
I I 4 12'
W -I:
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52' I 30' I 30' I 30'30' 3 2' 30' 1 30' I 30' 1 60'
lb
------------------------------------------------------------------------------------------------------�
\ - 10' U &. D
-i/feWK •-alt =_- -a= - 0--�- �'-cVem � • � • 400M. �Yp . •fiwir •� . •� . R7♦♦ . ••. O � , 9 WIND -S • •r -- a e"•sem • � O,
I J
EXIST. 6' CLr= S89°45'02 "W ` 500.00' NEW R/W LINE PER-----'
ALONG LINE SANFORD CENTRAL PARK PH. 11
P.B. 54, PGS. 8-10
(2) No. 5 DOWELL,
3' LONG
PRECAST BUMPER DETAIL
N.T.S.
NO T PAINTED CURB
PARKING I "
FIRE 18 �ZN PARKING FIRE LANE 3'
LANE 1
STRIPES
FIRE VEHICLE ACCESS -ROUTES MARKING
1. SIGNS SHALL BE TWELVE (12) INCHES WIDE BY EIGHTEEN (18) INCHES IN HEIGHT;
WIDE TO READ "NO PARKING FIRE LANE'.
2. SIGNS SHALL BE DOUBLE FACED, SPACED NOT GREATER THAN ONE HUNDRED (1010
FEET APART.
3. SIGNS SHALL BE MOUNTED ON METAL POSTS, NOT LESS THAN TWO (2) INCHES 10
SIZE WITH BOTTOM OF SIGN NOT LESS THAN SEVEN (7) FEET FROM GRADE TO
BOTTOM OF SIGN.
4. WHERE A CURB IS PROVIDED, FOUR (4) OF CURB TOP AND FACE TO BE TRAFFIC
YELLOW (F.D.O.T. TRAFFIC RATED PAVEMENT PAINT). STRIPES FOUR (4) INCHES
WIDE EXTENDING OUTWARD TO A WIDTH OF FOUR (4) FEET FROM CURB WITH
THREE (3) FEET BETWEEN EACH STRIPE. STRIPING TO BE YELLOW THERMOPLASTIC;
OR EQUIVALENT.
5. LETTERS NOT LESS THAN FOUR (4) INCHES IN HEIGHT AND NOT LESS THAN TWO (2)
INCHES IN WIDTH WITHIN THE STRIPING (BETWEEN THE POSTED SIGNS) TO READ
"NO PARKING FIRE LANE LETTERING TO BE TRAFFIC YELLOW F.D.O.T. TRAFFIC
RATED PAVEMENT PAINT.
6. SIGNS AND PAINTING ARE TO BE MAINTAINED BY THE RESPONSIBLE PARTY OF THE
PROPERTY.
TYPICAL FIRE LANE REQUIREMENTS
(ACCESS ROUTE MARKING_S__& SIGN POSTING)
FSC
6" BURIED
CHECK VALVE I
6" DDCV)
6" PVC FIRE LINE
(DR -14)
1" WATER METER
W/ RPZBFP TO
PROP. BLDG.
1" WATER METER
W/ RPZBFP FOR
IRRIGATION
EXIST. FIRE
^ HYDRANT
- W 1VM- WM_ W WM_ WM_ MM- WM_ W WM-
EXI
ST.. 8" PVC WATER LINE
T- R R R R R R-
Z -EXIST. 6" RECLAIM WATER LINE
UTILITY BLOW UP
12.0'
O O
(2) BOLLARDS
6" CONC. SLAB (3000 PSI)
6x6/10-10 WWM o
0
6' OPAQUE GATES
I
I1
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I I
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I I.
6" CONC. SLAB (3000 PSI)
W/#3 REBARS 12" 0/C EA. WAY
SLOPED PER GRADING PLAN
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L-----------------�
12.0'
FRONT END LOADED
REFUSE CONTAINER DETAIL
NTS DESIGNED PER CITY OF SANFORD CRITERIA
r 40'
XIST, 8' WATER MAIN
I\ I �
oG
IRRIGATION METER
ot'\
o'
DIRECTIONAL BORE 1"
LINE TO EXIST. 6"
RECLAIM WATER LINE
1" PROP. WATER
METER W RPZBFP
EXIST. FIRE
HYDRANT
6' 16' R-3/4'�I 4 2
R=2' tYp•
R=3/4'
6' R-3' 1/4' l lA p - 2' ° 6.
`' VAgt S
VF�RIE1, 1-1 4� - 2'
6' a 6
P6• ' a 6,
:SUBBASERIEJ2,109
1`�-1��"I + tl SUBBASE VARIES 10' - 12'
F.D.O.T. TYPE 'F' CURB HEADER CURB
v RI R=ai 1/4'
tYP ' 71/4-
V 1 Al/ - 2' ! typ.SUBBASE6T
ARIES 10' - 12 SUBBASE 1p;4RIE2,
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21
MIAMI CURB RIBBON CURB
NOTESi
1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000 P.S.I. CONCRETE
2. 1/2' PRE -MOLDED EXPANSI❑N JOINT REQUIRED EVERY 500',
C❑NSTRUCTI❑N JOI1lT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM),
3. 1/2' PRE -MOLDED EXPANSI❑N JOINT REQUIRED AT EACH SIDE OF ALL
STORM INLET STRUCTURES AND AT ALL RADIUS POINTS.
4. SUBBASE TO BE CDHPACTED AND TESTED TO 98% MINIMUM DENSITY WITH
MINIMUM L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST,
5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION
OF CURB,
STANDARD CURB CONSTRUCTION
SIGN LEGEND
�1 STOP SIGN (30" HIGH INTENSYTY)
STOP MAR (24" WIDE WHITE THERMOPLASTIC)
T
3O HANDICAP SYMBOL (WHITE THERMOPLASTIC)
40 HANDICAP SIGN
50 TRAFFIC ARROW (WHITE THERMOPLASTIC)
O 25 LF OF 6" DOUBLE YELLOW
7O NO PARKING FIRE LANE SIGN
O 3'x20' FIRE LANE, (YELLOW THERMOPLASTIC)
W
E
S
0 30' 60'
SCALE: 11" = 30'
BUFFER YARDS
FRONT BUFFER YARD ADJACENT TO STREET 10' (MIN)
SIDE SETBACK
ABUTTING COMMERCIAL 10' (MIN)
REAR SETBACK
TOPv 33.90
SETBACKS
(IND. ZONING)
FRONT (ALONG
EXI
T. CONIC
INV 30.00
REAR YARD
20'
LIG
T POLE
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ORIGINAL
PLATTED R/W LINE
6' 16' R-3/4'�I 4 2
R=2' tYp•
R=3/4'
6' R-3' 1/4' l lA p - 2' ° 6.
`' VAgt S
VF�RIE1, 1-1 4� - 2'
6' a 6
P6• ' a 6,
:SUBBASERIEJ2,109
1`�-1��"I + tl SUBBASE VARIES 10' - 12'
F.D.O.T. TYPE 'F' CURB HEADER CURB
v RI R=ai 1/4'
tYP ' 71/4-
V 1 Al/ - 2' ! typ.SUBBASE6T
ARIES 10' - 12 SUBBASE 1p;4RIE2,
� I I
21
MIAMI CURB RIBBON CURB
NOTESi
1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000 P.S.I. CONCRETE
2. 1/2' PRE -MOLDED EXPANSI❑N JOINT REQUIRED EVERY 500',
C❑NSTRUCTI❑N JOI1lT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM),
3. 1/2' PRE -MOLDED EXPANSI❑N JOINT REQUIRED AT EACH SIDE OF ALL
STORM INLET STRUCTURES AND AT ALL RADIUS POINTS.
4. SUBBASE TO BE CDHPACTED AND TESTED TO 98% MINIMUM DENSITY WITH
MINIMUM L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST,
5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION
OF CURB,
STANDARD CURB CONSTRUCTION
SIGN LEGEND
�1 STOP SIGN (30" HIGH INTENSYTY)
STOP MAR (24" WIDE WHITE THERMOPLASTIC)
T
3O HANDICAP SYMBOL (WHITE THERMOPLASTIC)
40 HANDICAP SIGN
50 TRAFFIC ARROW (WHITE THERMOPLASTIC)
O 25 LF OF 6" DOUBLE YELLOW
7O NO PARKING FIRE LANE SIGN
O 3'x20' FIRE LANE, (YELLOW THERMOPLASTIC)
W
E
S
0 30' 60'
SCALE: 11" = 30'
BUFFER YARDS
FRONT BUFFER YARD ADJACENT TO STREET 10' (MIN)
SIDE SETBACK
ABUTTING COMMERCIAL 10' (MIN)
REAR SETBACK
ABUTTING COMMERIAL 10' (MIN)
SETBACKS
(IND. ZONING)
FRONT (ALONG
R/W) 25'
SIDE YARD
15'
REAR YARD
20'
GENERAL NOTES
1. ALL LANDSCAPE AREAS TO BE SODDED.
2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY AUTOMATIC
SPRINKLER SYSTEM
3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECT•ORIZED
AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES AND LOCATED AS SHOWN ON SITE PLAN.
4. HANDI-AP SYMBOL SHALL BE WHITE THERMOPLASTIC.
5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM R/W.
6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS
SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D.
7. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF
THE B'JILDING PERMIT.
8. CONTFACTOR TO VERIFY LOCATION OF ALL EXIST. UTILITIES PRIOR
TO CONSTRUCTION.
9. ALL UTILITIES SHALL BE UND'�RGROUND.
10. ALL UNSUITABLE SOILS UNDER BUILDING PAD AND PAVEMENT SHALL
BE REMOVED AND REPLACED PER SOIL REPORT.
11. NO SIFE LIGHTING IS PLANNED.
12. ALL !-.C. RAMPS TO HAVE TRUNCATED DOMES PER FDOT INDEX 304 (200,6 REV.).
13. CONTRACT-�'. SHALL USE THE CITY'S CONTRACT WASTE HAULER DURING
CONS :SUCTION.
14. THE`'rORMWArER uiiAWr1GE SY"STEMS IS MAINTAINED BY THE
ASSC";IATiON/PROPERTY OWNER.
15. NO S'rf7 LIGHTING IS PROPOSED.
PARKIN' CALCULATIONS
34,484 S0,FT, OFFICE/ WAREHOUSE
OFFICE (1) PARKING SPACE FOR EACH 200 SQ,FT,
5000 SQ,FT, (OFFICE)/200 = 25 SPACES
29,494 SG',FT, (WAREHOUSE)/1000 = 30 SPACES
55 SPACES REQUIRED
63 SPACES PROVIDED
TAKE PACK CALCS. FOR IRRIGATION SYSTEM
TOTAL AREA = 106,722 SF. (2.45 AC.) PNS REVIEWED
AREA
RE=QU RTED FLOW 2,8506 GPD REQUIRED 63 C) City OF SANFORD
1) A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING
RECL,^IMED WATER, SHALL BE INSTALLED BY THE
DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL
LANCSCAPING, INCLUDING HEDGES, TREES, AND GRASSED
AREAS, FOR THE PROPOSED DEVELOPMENT.
OFFICE
Imo• ofi• wOf1in9Dome Pattern Shall Be In -Line
'r With Direction Of Travel
V U
a
r
r uncated pome ox
e Detail)
O O O (� /lS�eI ntegral ome
0 0 0
O O O O TRUNCATED DOME
PLa+N VIEW
All sidewalk curb romps whall have detectable warning surfaces that extend the full width
of the ramp and in the 16roction of travel 24 Inches (610 mm) from the back of curb.
CURB R:AMP DETECTABLE WARNING SURFACE
Whore curb ramps are constructed In existing sidewalk:e with
sidewalk or utility strip dopes greater than 2x or the sidewalk
Is too high to most the 1:12 ramp dope the sidewalk shall be
reconstructed as necessary to reduce the dopes to 21-1, at
the Aare point and match the ramp slope. IUKU KAMV NUMtNULA IUM
SIDEWALK / UTILITY STRIP PICTORIAL VIEW
TRANS111011
APPROVED
FDOT INDEX 304 DETAILSENGINEERING PLANS
2004 REVISION 10 2
DA1m E r I waierr"r+r.+rrrr
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THOM H. SKELTON, P.E.
STATE OF FLORIDA
REG. NO. 42752
FILE NAME: BAIL LOT 19
dOB � 06290
SHEET: L� OF: 7