HomeMy WebLinkAbout1201 Central Park Dr 00-83 (a) site planc"T6dCA) ,,
ZONE DATE /V r� ✓C` G�
CONTRACTOR rllq;v r6jC1/2
ADDRESS
PHONE.#
LOCATION
OWNER _ r -R- ✓� -
ADDRESS
PHONE # l
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
17
MECHANICAL CONTRACTO 0
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ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO,
SOIL TEST REQUIREMENTS (, )
FINISHED FLOOR
ELEVATION REQUIREMENTS (�)
ARCHITECTURAL APPROVAL
SUBDIVISION:
PERMIT # __ �jo 13 LOT N0.
-nt e.V�i/ BLOCK:
JOB
SECTION:
COST $ `� mSQUARE FEET: G "
FEE $ MODEL:
STATE NO. OCCUPANCY CLASS:
FEE $ SIE -
FEE $ CQ V .
FEE $`
Ff.
FEE $- ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
DATE:
FINAL DATE
EPI:
n
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ADMINISTRATOR - A-001,TIF - 0/21199 9:19:26 AM
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PARCEL
LTR IN (11,
1201 CEN.r
1"RAL 11ARK DRIVE,
SAAF ORD, FLO.T'�,IDA 32771
Tri` PARCE'l C..)WNER----
P.O. BOX 4,70262
LAKE MONROE, 1' 1,0RIDA 32747
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PTFE —DEVE 7,0FWv-NFr SITE PLAN
SHEET I
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PRQJECT DETAILS
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POTAKE WATER
City of Sanford
SANITARY SEWER
CLEOTRIG
_C1.1ty of Sanford
FLORIDA rlOW1RtE)6rftf-aR-AcTl-"UG4jT
FIFE PR'OTECTIONCity
of Sanford Firo Dept,
POLICE PROTECTION
City of Sanford Pollca Dept,
SOLID WASTE
City of Sanford
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EX. WAI'ZEI--►OUSE
(1'QNED R1---1)
SAI\FORD CENTRAL. PARK PHASE 11,MviENC)E..(:)
PLAT BOOK 54, PAGES 8-10
SEMINOLE QQUN >'Y, FLORIDA 1
GRAPHIC KAU' S,
1
0 20 40 / flu Q'
/ TAKEN FIAT BALES c,
1 inch 20 ft. / ,a--�11/�
-- 1 wU
fV
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5' UTILITY & DRAINAGE E ASEM P,I.r
/� � � � --•- - -_.._----___ _.__.. _._ ,_. — -- - --- .. _ _�.._ .. �... ._. _..� __....__ ..—.. _.....� 260. 20
/\ \ PO /
rl
e/ -� U)Is
RELOCATE
FIRE HYDRANT
(
,� / R=130.00 4 f / Lw53.82 V)
Tan= 27.30 -�
Delta= 20°43'14"
,
u•, 14
EX, 2" POTABLE
,
SERVICE METER w"/ i ; v
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Ex, 4" I 00 11
/ RECLAIM SERVICE uCi
1
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I I ,
S08"30'03"E5' UTILITY •.tr DRAINAGE EASEMENT
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LUT 20
SANFORD CENTRAL PARK PHASE 11,AMENDED
PLAT BOOK 54, PAGES 8--10
SEMINOLE COUNTY, FLORIDA
C.�
?W,C, p] JE -i P\K 1.0. 1- 26 9 '430 —5 N R ~ 9QOQ -' <DO 10
'P,4iIZ0L )UO TAX 1,1b: V. # -�S 15 - ,/ q -- C-,? N R QPQQ 0 Q I 14S
l...IR VE YOR PS NCJTES
1.) SURVEYOR HAS NOT ABSTRACTEQ LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS-OF-WAY,
OR ANY OTHER MATTER OF RECORD WHICH MIGHT AFFECT THE TiTLE: OR USE OF SAID LANDS.
2.) NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS LOCATED OTHER THAN SHOWN.
3.) BEARINGS ARE BASER ON THE EAST LINE OF LOT 1, SANFORD CENTRAL PARK PHASE II, AMENQEQ,
AS BEING S.08'30'01"E, PER PLAT. (ASSUMEQ MERIDIAN).
4.) NO PROPERTY DESCRIPTiQN WAS PROVIDED TO THE SURVEYOR BY THE CLIENT.
5.) ELEVATIONS ARE TRUE BASED ON SEMINOLE COUNTY B.M. # 3043401 ELEV, tie 33.32 MSL AS PUBLISHER.
6.) ON SITE B.M. - TOP OF SANITARY MANHOLE IN CENTERLINE PAVEMENT OPPOSITE NORTHWEST CORNER OF
LOT 1, SANFORD CENTRAL PARK PAHSE II, AMENDED, ELEV. - 33.53' AS SHOWN.
7.) CONTOURS INTERPOLATED FROM ELEVATION SPOT SHOTS AS SHOWN.
8.) HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM,
I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE, "X",
NOT A SPECIAL FLOOD AREA PER FIRM PANEL N 120294 0040 E, DATED
APRIL 17, 1995, CITY QF SANFORD, SEMINOLE COUNTY, FLORIDA.
LEGEND
Was Own" � «» , r
i •clew"
I --4 PROPERTY LINE
--
—
— EXISTING CENTER LiNE
-w --
sedimentation during ti -s course of oanetruatlon, the Contractor
. EXISTING RiGHT--OF-WAY
transport of eedlmonle outside thr limits of the project to the
the
shall fake such meoeures as required to maintain the dimensions,
-- EASEMENT LINE
MINIM ( i I 10
j i1161 1 IIS
I10 DRAINAGE DIVIDE
SF
SF
TURBIDITY BARRIER
8"W
----8"W
— EX. 8" POTABLE WATER MAIN
8"W
-- —8"W
EX. 8" RECLAIMED WATER MAIN
Upon oompleilon of oanotruoilon and oompNied atobillzatlon
or potanflal rroalon aryas, the contrcalor shall remove sedimentation
8"W
EX, 8" SANITARY SEWER
8"W
--
WW1,--• DRAINAGE FLOW ARROW
All f eaiurrs of the project shall be oomlruated to prevent sroalon
be during the life the
.. t
•�
0 UTILITY POLE
and sedlmontatlon and *hall malntalned of
oonsfrucllon to am to lunation property without the ftanz ur1 of
r y
L � )1\1 E- E� 1-� -- I I
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LEGAL DESCRIPTION
PARCEL #1 THE WEST' 100' OF LOT 1
PLAT BOOK 54, PAGES 8--10
PARCEL #2 LESS THE WEST 100'
AND THE WEST 30' OF LOT 2 PB 54
PAGES 8-10
REINFORCEMENT
NETTING
FILTER FABRIC
DIRECTION OF FLOW
TOP VIEW
JOINING SECTIONS BACKFILL
/ 1TREW
a.r..
BOTTOM
FILTER FABRIC
SILT BARRIER DETAIL
N.T.S.
1a" 1a" 17"
■ :► W1
'
EROSION CONTROL PLAN
c I
An erosion control plan shall be conducted by the Contractor and
wetlands will not be degraded. In the event of retention area
!
the Contractor shall exeauhs oil measures necessary to limit the
sedimentation during ti -s course of oanetruatlon, the Contractor
�✓
transport of eedlmonle outside thr limits of the project to the
the
shall fake such meoeures as required to maintain the dimensions,
��
quantities and conditions that exist prior to oommencomrnt
of ooriOruotlon. This condition will be satisfled for the total
elevations, volumes and soli permooblitty aharoatertallas of sold
retention area.
onlloipalsd oonstruollon period. provlalons thall be made to
prosa(y the Intogrity and oapoclty of slormwater Inlets, sediment
BTOCOUINO HArcU"
LOT1 % 1
basins, elope drains, gradingquem•, etc, required to meet
this provldon throughout the hte of the conoiruotion of the project,
No oxcavotad malarial ,hall be atoakpiled so as to direct
stormwater off the pro)sof alta or Into any adjacent water
_ I
C" E N E � ` A L [. 1 A R E/ PHASE 1 I A M L N D E D
SANFORD 1 I1
Contractor shall provtds hay bolls, slit barriar*, temporary grassing
*to. as requlrvd Io fully comply with fh• Intent of this speolfIca—
tion.
body or elormwater collection system. Excavated material shall not
atoakplla• eo as 10 washout and cause sedimentation at. any down—
bodies.
,
i ] I^ A j (-.y r\ � 1 {/ ( ,.!, 1 7 � (� EW C� 1 O
K
Upon oompleilon of oanotruoilon and oompNied atobillzatlon
or potanflal rroalon aryas, the contrcalor shall remove sedimentation
atnam drainogs alruoturse ar water
VAINTdNANCR
I— l I l_.7 V R
control moosures and clean and (vpalr ony arwa off"ied by the
�'/l.. i ESI T j (� ��
�_, J NTY, 0
SEMINOLE-
construction ocfNIIIsa.
All f eaiurrs of the project shall be oomlruated to prevent sroalon
be during the life the
.. t
•�
WrORAWAT) R R,YTUMON ARRA
and sedlmontatlon and *hall malntalned of
oonsfrucllon to am to lunation property without the ftanz ur1 of
r y
L � )1\1 E- E� 1-� -- I I
( J
The siowalar rotentlon arra shall revolve priority status In The
rm
toheduling of conslrucllon operations. The rolcnilon arso shall be
sedlments outside the limits of the prvjeut. Any sediment
000umulallons In the drolnage system shall be removed and the
completed and stabilized prior to any upland axoavation. All
nseeseary m►osuree. Including turbidity barrlors, shall be taken to
•y*fem restored to original speoliloatlans prior to the completion
and fir•ol opproval of the project. Upon final approval and
4
insure I the water quality of the odjaoent lakes, ponds or
completion of construeilon, malnienanoo respon*ibiUtleo may be
tronsferred to an approved entity.
y�y
Lu f: � s.•. V S1 4.'J
CITY OF SANFORD
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ADMINISTRATOR - A -003J IF - 9/21/99 9:19:26 AM
RV -1'
N
U
N N
I' BLUE STRIPE
CURB �
HANDICAP SIGN &POST
NOTE HANDICAP SPACE IS
TO Bi OUTLINED
ON A 4' BLUE STRIPE
1 12' -1
NOTESi
1. ALL LETTERS ARE V SERIES 'C', PER MUTCD. j
2, TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) Fil01
BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
3. BUTrOM PURTION OF SIGN SHALL HAVE A REFLECTGRIZEQ (ENGINEERINCtRADE)
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE,
5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-2 OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
HAND /
!CA P SYMBOL �
N.T.S. / \
\� \ 17
INSTALL VALVE /
BOX BATED FOR I
TRAFFI LOADING
(TYPICAL)
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LOT 20
SANFORD CENTRAL_ PARK PHASE II,AMENDED
PLAT BOOK 54, PAGES) 8-10
SEMINOL-E COUNT'Y', FLORIDA
EX. WARE:Flc_'AJSI.
(ZONED R.1--1)
LOT 2
SANFORD CENTRAL_ IR A!'RK I`) E'-IAC,.)E II,AMENDED
PIAT BOOK 54, PAI;:'E.: ,,3 8--10
EMINOLE COUNTY, I'JI_ORIDA
JVV�r� _'..'"JVVly_
r.. J r1,r -4 r', it ,1 r111/'v f^f r•rl-'•
ll-'OZIGATION SYSTEM
0_41 4"I'()LYE THLENE
FULL ROUND HEADS
PARCEL ONE: 20 FIXTURE UNIT 0 20 GAL PER UNIT - 1 ERU
I ERU x 270 GPIII -1 270 GPD
10 SPRII•I'r(LE:R HEAD 0 4 GPM x 7 14INUTES - 200 GPD
PARCEL 'IVIO: 20 FIXTURE UNIT 0 20 GAL PCR UNIT - 1 ERU
I I.RU x 270 GPf I - 270 GPD
10 SPI IIIWLER Hf :AO I0 4 GPM x 7 MINUTES - 280 GPD
..,---Ivw —
LOT 21
`aANI ()RD CirN_l_RAL PARK PHASE II,AMENDED
PI -AT BOOK 54, , PAGES 8--10
SEMIN01_E COUNTY, FLORIDA
(ZONED R--1)
GRAPHIC K AU
20 0 10 20 40
I incl) = 29 ft.
LEQEND
so
j. ....... . ...
owawww mom I swom I + PRQPERTY LINE
- - -
RIGHT -OF --WAY LINE
-- - - - -- - -
ROADWAY CENTERLINE
-- — --- --- -- --- --- --
EASEMENT LINE
„••.,,,,,,,,r,,,
2,-
UMVM I I MMW I I MOWN DRAINAQE DIVIDE
0.0 AC
UTILITY POLE
-
DRAINAQE FLO'V.' ARROW
00—
5'
RI -1
STORM INLET
1
1ARU LIGHTING -- LUMiNAIRE FRAM BLDG,
I
�
OFFICE WAREHOUSE
�Zd
22 x
OFFICIWAREWOU$E
209
_
27 9
R 1'
50 f
50 FT
PROPOSED BUILDING HEIGHT
FT
FT
.SET BACKS:
N
U
N N
I' BLUE STRIPE
CURB �
HANDICAP SIGN &POST
NOTE HANDICAP SPACE IS
TO Bi OUTLINED
ON A 4' BLUE STRIPE
1 12' -1
NOTESi
1. ALL LETTERS ARE V SERIES 'C', PER MUTCD. j
2, TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) Fil01
BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.
3. BUTrOM PURTION OF SIGN SHALL HAVE A REFLECTGRIZEQ (ENGINEERINCtRADE)
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE,
5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-2 OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
HAND /
!CA P SYMBOL �
N.T.S. / \
\� \ 17
INSTALL VALVE /
BOX BATED FOR I
TRAFFI LOADING
(TYPICAL)
Ly
oll
I I � VIBI
I
i
i k I �, ..,, .......
a,
Cn
r�
Q
0
m
66
Q
Cn
a
n�
I
cn
w
F
fU
e
rr,
w
1
W
STOID BAR &
/ c •rnn cinki
LOT 20
SANFORD CENTRAL_ PARK PHASE II,AMENDED
PLAT BOOK 54, PAGES) 8-10
SEMINOL-E COUNT'Y', FLORIDA
EX. WARE:Flc_'AJSI.
(ZONED R.1--1)
LOT 2
SANFORD CENTRAL_ IR A!'RK I`) E'-IAC,.)E II,AMENDED
PIAT BOOK 54, PAI;:'E.: ,,3 8--10
EMINOLE COUNTY, I'JI_ORIDA
JVV�r� _'..'"JVVly_
r.. J r1,r -4 r', it ,1 r111/'v f^f r•rl-'•
ll-'OZIGATION SYSTEM
0_41 4"I'()LYE THLENE
FULL ROUND HEADS
PARCEL ONE: 20 FIXTURE UNIT 0 20 GAL PER UNIT - 1 ERU
I ERU x 270 GPIII -1 270 GPD
10 SPRII•I'r(LE:R HEAD 0 4 GPM x 7 14INUTES - 200 GPD
PARCEL 'IVIO: 20 FIXTURE UNIT 0 20 GAL PCR UNIT - 1 ERU
I I.RU x 270 GPf I - 270 GPD
10 SPI IIIWLER Hf :AO I0 4 GPM x 7 MINUTES - 280 GPD
..,---Ivw —
LOT 21
`aANI ()RD CirN_l_RAL PARK PHASE II,AMENDED
PI -AT BOOK 54, , PAGES 8--10
SEMIN01_E COUNTY, FLORIDA
(ZONED R--1)
GRAPHIC K AU
20 0 10 20 40
I incl) = 29 ft.
LEQEND
so
j. ....... . ...
owawww mom I swom I + PRQPERTY LINE
- - -
RIGHT -OF --WAY LINE
-- - - - -- - -
ROADWAY CENTERLINE
-- — --- --- -- --- --- --
EASEMENT LINE
„••.,,,,,,,,r,,,
SETBACK LINE
UMVM I I MMW I I MOWN DRAINAQE DIVIDE
0.0 AC
UTILITY POLE
--� �-
DRAINAQE FLO'V.' ARROW
00—
SLOPE INDICATOR
RI -1
STORM INLET
1
1ARU LIGHTING -- LUMiNAIRE FRAM BLDG,
4-�
(SODIUM VBAPOR)
PROJ, CI- OACTERISTICS
�^
LOT ## 1
LQT#2
PROJECT AREA
83
1.00 AC
WETLANDS AREA
r - - O.q AG
0.0 AC
AREA OF OPEN WATER
0.0 AC
0,0 AC
EXISTING Z.QNIN� G
'1 RI 1
R 1
PROPOSED gZONING
RI -1
R 1
EI(ISTf 5_5 AND US£
— VACANT
VACAN` T
PROPOSOPOS LA USE
-OPEN 'SPACE REQUIRED
OPEN SPACE PRQVIDED
OFFICE WAREHOUSE
�Zd
22 x
OFFICIWAREWOU$E
209
_
27 9
BUILDING HEIGHT
50 f
50 FT
PROPOSED BUILDING HEIGHT
FT
FT
.SET BACKS:
ray `s✓ �
_
FRONT PROPERTY LINE
25 FT
25 FT
SIDE PROPERTY LINE
15 FT
5 FT
REAR PROPERTY LINE
20 F{'
20 FT
LANDSAPL BUFFERS;
O
x
FRONT PROPERTY LINE
10 F.r
10 FT
SIbl PROPERTY LIt`IE
T FT
5 FT
REAR PROPERTY LINE
5 FT
5 FT
PARKING REQUIRED:
,TRK,
i PER EMPLOYEE
10
14
PARKING PROVIDED
STANDARD 10' x 20'
17
20
HANDICAP 12' x 20'
0
1
�— • ,---�,-.�-,;---�•«,— SITE '15 NOT IWAN
AN ApUIFER RECHARGE AREA
_
SITE IS' NOT IN A WELL FIELD PROTCTION ARRA
_ SITE: IS OUTSIDE OF 100YR FLOOD PLAIN
SURFACE
COVER
TASLE(PARCEL 1)
A,REA X
.32 AC 32,0 r.
COVER TYPE_
BUILD N
7,330
ARES ac
0.17 AC
X
20,2 X
PAVEI 16T
18,211
TOTAL
0.42 AC
50,1
X
GREEN AREA
10,815
0.25 AC
X8.7
X
TOTAL
36386
0,84 AC
100.0
%
I�.
SURFACE COVER TABLE(PARCEL 2)
COVER TYPE
BUILDING
AREA (s.�_
14,013
A,REA X
.32 AC 32,0 r.
PAVEMENT_
17,877
.41 AC 41.0 X
GREEN AREA
11,650
.27 AC 27.0 x
TOTAL
43540
1.00 AC 10010 7G
GENERAL NOTES'
1. ALL STORMWATER RETENTION AREA SIDE SLOPES WILL BE SODDED. ALL
DISTURBED AREAS WILL BE SEEDED AND MULCHED UNLESS OTHERWISE
NOTED TO DE SODDED,
2. ALL CONSTRUCTIONS SHALL. CONFORM TO AND $HALL BE INSTALLED AND CLEARED FAR
SERVICE IN ACCORDANCE WITH THE CITY OF SANFORD STANDARDS UNLESS STATED
OTHERWISE ON THE PUNS,
S, ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS,
PLANS Ailku +t4COMMENDATIONS OF THE OEOTECHNICAL ENGINEER (AS APPLICABLE).
4. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED
PRIOR TO STARTING WORK,
B. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION
ACTIVITY FOR 010 PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE,
CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION
OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
0. THE LOCATIONS OF ALL EXISTING UTILITIES AND STOIIV1 DRAINAGE SHOWN ON THE
PLANS HAVE BEEN 00ERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR
THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENOINEER ASSUMES NO
RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO
MAKE THE NECESSARY ARRANGEMENT- FOR ANY RELOCATION OF THESE UTILITIES WITH
THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING
ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE
PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PLANS.
7, ALL PROPERTY ,,.rFECTED 6Y THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN EXISTL. UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE
COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND
NO EXTRA COMPENSATION WILL BE ALLOWED,
0. ALL DISTURBED AREAS TO BE SODDED, INCLUDING THE POND AREA.
4, ALL PROPOSED TREES TO HAVE 2' CALIPER AT 4-1/2 FEET AND SFE" BE ANCHORED.
IO. , 5 hCCGS5 eASeMeNT %MLI.. ia.C- RrC-00lZ VCr® WL09. TO C.O.
Ama
Ia.A TE":
7/25/9,
ITAWN BY;
JA 0
APPR O YE.D BY:
GWC
SCALL":
I it = 20'
REVISIONS:
REVISED 8/10/99
PLAN 4 -LAN
SHEET: 2OF 2
�...._... .... .. .. ......_._._.-._—._......-......,...-.r...� •- .. ,���..,:. .. .. ,,, .. �:..n�,. ,..r-. F.,, «.y,�..:«-,�..•�. �,r..w..�,•uwr;,�,wWWwnv�iinv�i'i1Sf4"ul:El,W.'�':C.N'P7�ra ,v�ov�n.vW.r:... ._-•^.^^-• � � a++."""t .gwawwn"s.r�rser.«+, .-"r,. ._... ._ ... _...._..-,......k.., .r ..., .. �:. ... �. ,. .� r. .� ......_..�._. «.., ._.--•.. .. ..._.ray •. r., -. ... .. .
PLAN
CITY OF smuom
1
w
�"'1 a•,
w1,
I�.
ray `s✓ �
W
�
O
x
Ama
Ia.A TE":
7/25/9,
ITAWN BY;
JA 0
APPR O YE.D BY:
GWC
SCALL":
I it = 20'
REVISIONS:
REVISED 8/10/99
PLAN 4 -LAN
SHEET: 2OF 2
�...._... .... .. .. ......_._._.-._—._......-......,...-.r...� •- .. ,���..,:. .. .. ,,, .. �:..n�,. ,..r-. F.,, «.y,�..:«-,�..•�. �,r..w..�,•uwr;,�,wWWwnv�iinv�i'i1Sf4"ul:El,W.'�':C.N'P7�ra ,v�ov�n.vW.r:... ._-•^.^^-• � � a++."""t .gwawwn"s.r�rser.«+, .-"r,. ._... ._ ... _...._..-,......k.., .r ..., .. �:. ... �. ,. .� r. .� ......_..�._. «.., ._.--•.. .. ..._.ray •. r., -. ... .. .
PLAN
CITY OF smuom
ADMINISTRATOR - A-004,TIF - 9/21/99 9:19:26 AM
No-tim.
0
I
I'D
BCALVa
11631, 11
C., NERAL NOTE5
1, ALL CQNC?RETE SHALL HAVE A MINIMUM pOMPRE581VE 6Tft-WzTH 12- NIDE FILLED CELLS WITH ONE CG)NTiNVpU8 Ng. 5 VERT.
OF 39"P61 AT 28 PAYS A OLQMP PF 4' PLUS OR MINS V, ftl5AR PR.PM THE FOOTING 5TML TQ POND SEAM Apovj�,,,
AN,r? HAVE 2-4% AIR ENTRAINMIENT, ANSA MAXIMLJM WATER 1-0 MAX. ,PACING AT 6'-0" Q.C. AND ON DOTH 01r;>ES pr- OPENINC05,
CEMENT RATIP OF. 0.58. MINIMUM 25" LAP SPLICE IEEE FLQOR PLANO FOR I-QCATI046).
2. FG(PPATION pr=51GN 10 MA5ED QN AN ALLOWAIDIX 80IL MWWft 13, ALL MASONRY WORK TO M DONE IN STRICT ACA=
OF 2,rpQ0 PeF. WITH ACI 530/'95 AND Apt ROM V;
3. ALL FOOTIN$HALL 15E fo1,ACEp ON 4rz1.,L COMPACTED SOIL. 14. THE, CONTRACTOR 15 TO VERIFY ALL EXI8TNG C4NDITION3
MINIMU'l W% OF MQDFIEQ MR9CTQR, 501L C4"ACTION SHALL FY
�3Et VERIFIED 15Y A L1PEN6EP CApTIECANICAL EW,*INEEp_ IN THE FIELD PRIOR TO THE START OF FIELD CONOTR�CTICN
A(
CTIVITIE0, THE CONTRACTOR 16 TO QCT AND MAINTAIN
THE PR9)rzCT LIMITS or- COWRJOTION C>URWx CONSTNuaripN
4, CONCRETE MIX SHALL 5E IN A4*�ANCE WITH THE LATEST
EDITION OF ACI 301 CHAR 3, METHOD I OR 2. N15MIT A(,;TIVITIES.
154cK,up DATA AS REQJIREP BY C44AFTER 5 SECTION 5.3 OF 15, 8TROCTURAL STEEL $HALL CCNFPRM TO THE A18P 106MCIF-
THE LATEST EDITION OF ACI 316, ICATIONG, FOR DE84AN, FAI!WICATION, AND rzWCTION OF
5. ALL REINA=QRCINC� 8-M1=1 e+ -TALL 13E kJocid mnmpwrle- m&_1 TEn 6TRJCT�RAL SEL FOR 151111,,DW58", LATEST EDITION.
PILLET STIEEL P0NFPWIW_% TO ASTM A-616 CIRA.PE 60.
6. LILELPED WIft FAI IRIC OHALL CeOWOW TO A'sTM-185, WAIF
SHALL
ALL 5E LAPPEP AT LEAST 6" ANP CONTAIN AT LEAST ONE
CRQ56 WISE WITHIN THE 0".
1. ALL Wt�ETE U)QW SHALL BE IN ACCORDANCE WITH "THE
PUILDIW.x CODE 1UIREMENTS FOR FEINFORrEr) CONCW-TE111
ACI 30 LATEST EDITION, ANP "8PECIFiCATIONP 5TR:UcTURpL
coNr,,F4-zTrz FOR MILpING6, Acl 301,
a. THE FQLLcW(Wz MINIMUM COVER SHALL M pRoVIDER FCS
REINIF�Et,tENT. 3" " 0OWF445TE CAST AGAINST TI -e EARTH,
AND 211 FOR ALL OTHER QASEs (Lk4xS.�o NOTEp OTWEW181-:).
14. PRQVII?E 4" THICX Cr ,
,,Nqf2ETE 5LA15 WITH & X ro 10/10 U)SI.
QN CLEAN FILL- TERMITE TREATED.
BAFdR1t,:R *ENjEATH FLOC R $HALL 5E 6 -MIL. V180JEEN.
10, PROVIDE STEEL PW4EL FINISH FOR ALL INTERIQR SI_,�
AI A$. "ROVIPE WIPPL) TROIJAEL FINISH FOR ALL EXTERIOR
SLAG AREAS.
1L F',RPVIF,>E 116" WIPE X IR DEEP TYPIpAL SAW -CUT CONTROL
JOINTS AT LOCATIC)Ng SHOO N ON pL,ANo WITHIN 12 HOURS C*
coxro 10-10 UJ.Wkl.
all W A'r
J.,
4y .e
12"
V(SQUEEN
14 q
4 "be, EAGN WAY
3" MIN. COVER
COMPACTrEE) 250
P.5F. FILL
111221�AL MAIN F F00TIWj TYM 11,411
<?X6 10-10 W.U)m,
4.
'41
iz�l I I
4 4
12' V15GLIEFiN
-AL-1hi-I
3-0-56 C, y
3" MIN, COVER
COMPACTED 2DOO
p,15F. N"_
IYEICAL-ftAIN 1 A EQQT[Wj E 11511
CIQAJIH 15ys 8TEVE
CANMFOURY CONCEPTO, INC.
511 (;EI`,1-rRAL FAFj< 1�)RIVE
FLQFRIDA 32771
TITLE
I&- WEL.PEP PONNECTIQNS SHALL CqNFORM TO THE LATEST
1;*EVI5EP COVE OF THE AMERICAN MLC)IW,3 PIETY, A4* pLI,
11. Mq+" PQLT5 SHALL TO ASTM -301.
la, STRUCTURAI.- STEEL SHAMS, 1*1-ATEO, ETC. SHALL COW-OF41 TO
THE REQUIFV1408 OF AOTM A-36, LKE88 NOTED OTHEKJI,
Ic4- DIMEN61ON6 SHOW ON THE CONSTRUCTION VIR.41WING 6 SHALL
TAKE PRECEDENCE OVER ALL SCALE? PIME�4610NOI
roxro 10-10 w,wm.
zero
\/16QUFEN
I— 3l-oll
__ ll �
Aw�
F.5�. FILL
TYPICAL. .INTERI, F,=Iwj TY "Alle
6X6 10-10 W1011.
A I 11-:1FIEM
R
12
2 CONT,
Oil 31 MIN. COVER
COMPA TEID 2f?O��
P.5 -F. FLI_
I1.12-ICAL MRIMIER.
4_1xro 10-10 W.W.M.
12 At•
A
V12)QUEEN
1 1"3 CONT.
3" MIN. COVER
COMPACTEZ;, 2500-'-
P,5F. FQ_I_
THICKENED EQQIINC2_qQ' EXI WOUIL12ING
FOUNDATION PLAN
1 me;
[a
PLANS v� v
if OF SA
Ij ow
SHEET NO. 2
2
0
J90 W. I20KIPUNQTI:+p
d�_...... _: --ron _ A-006 .T IF - 9/2T X99 9 :19 :26 AM
r
TQF
4E3<)VF �T' ONE SIpE ONLY.
MTL.>1'l Dl v 24" O/CC USE 20 CrAUCxE OVER 16'
1/2" .DY41 ..�1 IhJAL 1.,.
---
1/211 T ONC. T.
— SOTT. PI._.ATE
4" CG�I'.irf. >L AB W1
& X 6 10 -1 (1-'�)
)FFICE/ WAFRENOLI,1 �: FIARMTION
I" r"lI°r'f.... STUDS 24" nim
E',A. SIDE
x30-17. F'1. -.,A'*:
4" c31>45 W/
roXr-, 10-10
INTERIOR PARTITION1
U4p.�L�1
l5'
DRAUst MYc f5liEve
---------------
,meq, .p.�. N
C.
511 CENTRAL PARK i�1�I�lE
FLQRID,4 32111
(4Ql1? .330-3238
T
WINDOW 6HEDUh
07-
7 T ym LOCATION
1
6141 HORIZONTAL SLIDINCs
EXTERIOR
u)2 J
5141 HORIZONTAL SLIDING
ERJOR
Ut3
4141 HORIZONTAL SLIOM
exmi�ioR
`IYWA;.v.1[Y 1111
W,AMK✓l14�¢.l^CyUYvl:`Y1"•••-
DRAUst MYc f5liEve
---------------
,meq, .p.�. N
C.
511 CENTRAL PARK i�1�I�lE
FLQRID,4 32111
(4Ql1? .330-3238
T
WINDOW 6HEDUh
07-
7 T ym LOCATION
UA
6141 HORIZONTAL SLIDINCs
EXTERIOR
u)2 J
5141 HORIZONTAL SLIDING
ERJOR
Ut3
4141 HORIZONTAL SLIOM
exmi�ioR
Or R &H DUL
o
TYPIC
LOC;AT ION
A
3068 HOLLOW COQ Woop
I►� TERjoR
3
3 8 M1*TAL
INTi~I' )PR
C
3"a MMTAL
EXTERIOR
D
12'X W OVERHEAD METAL
NTERKiR
WX 12' OVERHEAD METAL
ITiiEP IOR
F
12'X 14' O1/((~S41 D METAL
-XTERI R
CA
20AX 14' OVERHEAD METAL
EXTERIOR
H
3066 METAL HALF-LIC*ff
EXTERIOR
I
3"b METAL FULL -LIGHT
INTI~R,1OiR
FLOOR PLAN
- ---
1 I -U—NOT ADDITION
1201 CENTRAL IPARK DRIVE
JQ5 NO, P V KIIP4dOT161 X
Aurnir�i�Tr�ArOFi - a-09e.T IF - 9/211/99 9;19 ;26 AM
AOMIN18TRATQH - A-007,TIF - 9/21/99 0:19:26 AM
NOT"61
WA, AN' -"-
Ci
^44N 1%Ys S TF
CANTERMRY CONCEPTS, INC.
511 CENTRAL PART, PRIYE
6ANFORP, FL-OfRlr-)A 32111
(401) 330-3238
Alt 10 (3v_QJF_5
EL Utj, e ING
rR L E C T R I C., A L SAN ID U L E'
FTIC'NITEN'
VLM" T Lk;U4T
VX6,
2
74 >( 40
X 2' W-CE66
N� "a��666NT
UATT
arxtoC�-il
^44N 1%Ys S TF
CANTERMRY CONCEPTS, INC.
511 CENTRAL PART, PRIYE
6ANFORP, FL-OfRlr-)A 32111
(401) 330-3238
Alt 10 (3v_QJF_5
EL Utj, e ING
rR L E C T R I C., A L SAN ID U L E'
FTIC'NITEN'
VLM" T Lk;U4T
VX6,
r-L0URE6C*;NT Lle�IT
74 >( 40
X 2' W-CE66
N� "a��666NT
UATT
arxtoC�-il
A
DUAL �'OT
EXIT L4W
VXH406T PAN
TO EXT, ftl,00.
6UPL,E'X' CUTLET
Q
120 VOLTS
0 VOLT$
60*741_� OUTLAT
230 VMT6
WAJ_j: 6U'TC44(1-U4Y)
W 4 66 TcA,4'(3 -WAY)
$3
TELL! pw"
UMBING 4
wi moo-
KID -U -NOT APPITON
1201 CENTRAL FARK PRNE
T y SANFORD
Joe W�. wwxxt4amu�
V
AIMUST MEET FLORIDA
CCESSIBILITY CODES
MUST EET FLORIDAj
0
ffrT7 rNy ... ENC
EROY CODE
oll
%Now
.........
FL00'1".),'-�` -.Ar.3 Eay..'wmON
MUST B1
or
EK r jr
Pa"MIT # UNLESS
"FIN18HEb FL(rj(5rj I
VATIONou
Must meei'Qity' Qgdeb fQr tinJohed
floor / slab 01OVilflons or provide
PLAWS '"Tj E',',,) elevati(XV5 EIPProvecl by city
......C.RgIngering clopt, for subdivislon
CITY OF SA, W0116 VIMUons to prevent flooding
SANFORD BUILDING DEPT.
'rHESE PLANS 'R
ACCEPTED FOR E� ',Tv'�vVE--'D AND CONDITIONALLY
CONSTRUED T r ISSUED S I'IALLY
(') 8kt A iJCIXNGk. -rr,) pIjC:)CEEH0ALL Ill.'
Ti-iE WORK AN N T WITH
CANCEL, ALTV.'n, a Q fl TO VIOLATE,
. R 11 m I Vj ;
PROVISIQNs'o Qp, tqj A" Wr THE
ISSUAW��9' CIF� 'S
- A prim - NQR SHALL
FINAL INSPECTION REQUIRED. jr. ' 2 1 14
DEPT P�q NT 'rHF,
P '1M
TiqN ap F -pp@ I . '' WINq A
'."g' R§ URI THFE p,
00 k3 foffj 1�jqk*F1' Nq , � c3: @'0N§:rr3W;M9N