HomeMy WebLinkAbout408 E Mattie St�f S., f' t i� ' t•x dt ;.? j ,4.tkr �t l'� Yr k Lois �V f ,�, ..
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CIT OF SANF012D PE1tMIT APPLICATION a'f� ,r? '
#; C) s
Date:''
•S`ss' fi-C�`U', E.: 1`(�A�ii�' ��.��Rtft=-f�F�G-C��-f�-ici�=,Fr ���1'7-i
Historic District: Zoning: Valu 3wo
Permit Type: Building 0,"—\ Electrical Mechanical Plumbing Fire Sprinkler/Alarm POQI ,
Electrical: New Service — # of AMPS Addition/Alteration Change of Service TempoiVry Pole
Mechanical: Residential Non -Residential Replacement New (Duct, Layout & Energy GaIF. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Qce ypAWype: Residential Commercialy' Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
rens: Ca
�0 l�T t✓rpic Pik
Contractor Name &", Address:
State Liccuse Numbcr:
Phone & Fax: Contact Person:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Eugincer: Phone:
Address: Fax:
ne:
Application is hereby made to obtain a permit to do the work and installations as indicated. I 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, 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 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 WfrH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NO -VICE: In addition to t e g irements of this pcvmit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there n y ,c 'dditioo al pemuts required from other governmental entities such as water management districts, state agencies, or federal agctrcies.
Acceptant Derrni i*s� ij<'1��d t at 1 wilt tify the owner of the property of the requirements of Florida Lien Law, FS 713.
C 1 to Lam
e F nt Signature of Contractor/Agent Date
> 5
rin Oft. t `!Ager `s'Nam� Print Contractor Agent's Name
Signa ure of Notary -State of Florida C Signature of Notary -State of f lorida Date
PRv N°Bo FLORENCE A. DE GRAVE
zo '' o ;My COMMISSION # DD 164280
,r �
° November l2 2006
Owner/Ag'4 4 P, �SPJPt NNovem November
Ile 2W6 Cbntraclor/A_'r-f is _ I'ersonali Known to Me or
Produce�b - c� V � f roduced )
APPLICA-IION APPROVED BY: Bldg: " Zoning:UI..`.:ics: FD: _
Imnal & ate (Initral A C) t[) (Initial & Date) (hritial & Date
Special Conditions:
EXISINTG U SIDEWALK PROPOSED 4' ROD I 10'
s IRON FENCE (TYPICAL) r'
,;';' VARIES AVE. 10'
•, i .:, I 1 x) ,3
I / 6 7
rrl PROPOSED 6' BLO K WALL s
;
C (SEE DETAIL)
y, ---- ------ ----------------
,-------- --- ------------- ------ - - - - - .:3TC
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r>
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`IRON FENCE s 4�. ) I I -- ------a------- g..
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f, I' n i ?;'• 1� ` a /+ I I '^' r+l I I ------ ._._,�.
REMOVE EXISTING CHAIN LINK FENCE I ' " cs ”? czr I I 1.2• I I
17 ,�
A r% 1 rVyr PAINT
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IT !:)<;' 7
ROLLER GI;TE REPAIR'EXISTING } t
�_ H I Ii: i 1 ''PROP 1' I' - - ...
+1 �1 2Q, :J r� ! PROP,SED 4',RO� �% l rT� 4 PAVEMENT
IR EN(TYPICAL')-
2U
PI N IET
s .. .._ ....._._ . ...._ _ _ ...__ ..- ". IRON.
CE -(TY CAL)..,..
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, ...„ LL
:
I } I I ?
7
a t ,� O 4 0 I J ROPOSED 'SIDEWALK
�.. A p P ' D D . D PR@I'QSED 5 (SIDEWALK pP `� I ,
�1 i
I; EJ } f'J p I �- GJ 0 6 4, / s�• p.•J I p e
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21-
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P
I I } �) ..., .... - .._ .. � � '; n <:� �6'
:a STOP SIGN _grit .
REMOVE EXISTING DRIVE WAY ? _
t i ! AND RECONSTRUCT CURBING
I
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n
NOTE:
REMOVE EXISTING CONCRETE IN MATTIE STREET (50' R✓W)
PROPOSED 10 FOOT BUFFER AREA
P SlTE DA TA. TAM B L E
W GALV. STEEL PIPE BOLLARD-- `y IZ ro-I IL
INSIUE U
A T 48" ABOVE GROUND T YP, IMENSIG
N ENCLOSURE TO BE CONSTRUCTED
Q O OF LONG LASTING, DURABLE LOW
MAINTENANCE OPAQUE MA I ERIAL. '
I I
4" MIN. GALV. POST --`
W CONC. $LAU
W44S AT IT O.C.
LOCKABLE DOUBLE HUNG GATES
W/ SCREENING MATERIAL AND FOOT
BOLTS.
ifl MINIMUM IO'CL-AR GALE
�IPENINq II
_' / NC. APPROACH LAB.' ---1
10 X'12 SINGLE ENCLOSURE DESIGN PAD
NOTES:
1. SOLID WASTE CONTAINERS SHOULD BE LOCATED A MINIMUM OF 6' FROM ANY
STRUCTURE OR BELOW ANY OBSTRUCTING WIRES OR OTHER OBSTRUCTIONS.
2. A MINIMUM OF 50' CLEAR BACKUP SPACE FROM FRONT OF ENCLOSURE IS
REQUIRED FOR SERVICING. PARKING AND LANDSCAPED AREAS MAY NOT BE
USED FOR THIS PURPOSE.
3. PAD TO BE CONSTRUCTED OF EI rHER 3000 PSI, 6" CONCRETE, W/ 6X6, 10110
W.W.M, OR 4" CONCRETE, # 3'S AT 12" O.G. APPROACH PAD TO BE OF SAME
COMPOSITION.
4. 6 FEET HIGH ENCLOSURE WITH OPAQUE GATES OR DURABLE SCREENING OR
0•• HIGHER THAN THE CON rAINER HEIGHT (WHICHEVER IS GREATER).
5. BACKING INTO RIGHTS-OF-WAY ARE PROHIBITED
DUMPSTER PAD DETAIL
N.T.S.
.02007 ASPHALT SURFACE
(MIN.) U.
0" THICK REINFORCED CONCRETE
REINFORCING 6X6X#10 OPTION 1
N.T.S.
REVISIONS
NO. DATE COMMENT APPROVED BY
1 7-6-00 ADDED WATER QUALITY SWALE KJ,L.
2 5-5-03 ADDED BLOCK COLUMN H.L.F.
MAINTAIN LEVEL ® i
I
I — o
STUCCO FINISH 8"x8"x1' 4"
PAINT CONC. BLOCK 1 CONC. BLOCK
TO MATCH BUILDING
1 #5 DOWEL @ 60. C.
W/24" OVERLAP
I—
I
I
�--
-�I COMPACTED SUBGRADE
' T @ 98%
�— 8"x2'-0" CONC. FOOTER
2 #5 REBAR HORIZ,
2-0 CONTINUOUS
3" MIN. COVERAGE
i
SECTION A - A
ENGINEERING
01
i" BLOCK WALK DETAIL
N.T.S.
F
i
- Land Developpent
-Highway Qe3ign
-Drailage Design
1 Hydrologic Modeling
1 - Environmental Permitting
5740 Old Cheney Highway
Orlando, Florida 32807
Phone: 407.281-1775 - Fax: 407.281-1790
,9.
CONCRETE FILLED CORE
#5 DOWEL @ EACH CORE
PROYECTAREA:
z
BUILDING AREA:
1102.7 SF
PAINT BOOTH AREA:
270.6 SF
PAVEMENT/ WALKS AREA:
V)
GREEN AREA:
SOLID WASTE
#9 TIE WIRES
12" O.C.
Lq
O
O
CONTAINER
_
FABRIC -. 3l8" ROUND
PROPOSED V CHAIN LINK FENCE WITH
r
h
`?
TRUSS BARS
LINE POST
z
0
SIDE VIEW
(0
Z
(SEE NOTE 1)
0
4" MIN. GALV. POST --`
W CONC. $LAU
W44S AT IT O.C.
LOCKABLE DOUBLE HUNG GATES
W/ SCREENING MATERIAL AND FOOT
BOLTS.
ifl MINIMUM IO'CL-AR GALE
�IPENINq II
_' / NC. APPROACH LAB.' ---1
10 X'12 SINGLE ENCLOSURE DESIGN PAD
NOTES:
1. SOLID WASTE CONTAINERS SHOULD BE LOCATED A MINIMUM OF 6' FROM ANY
STRUCTURE OR BELOW ANY OBSTRUCTING WIRES OR OTHER OBSTRUCTIONS.
2. A MINIMUM OF 50' CLEAR BACKUP SPACE FROM FRONT OF ENCLOSURE IS
REQUIRED FOR SERVICING. PARKING AND LANDSCAPED AREAS MAY NOT BE
USED FOR THIS PURPOSE.
3. PAD TO BE CONSTRUCTED OF EI rHER 3000 PSI, 6" CONCRETE, W/ 6X6, 10110
W.W.M, OR 4" CONCRETE, # 3'S AT 12" O.G. APPROACH PAD TO BE OF SAME
COMPOSITION.
4. 6 FEET HIGH ENCLOSURE WITH OPAQUE GATES OR DURABLE SCREENING OR
0•• HIGHER THAN THE CON rAINER HEIGHT (WHICHEVER IS GREATER).
5. BACKING INTO RIGHTS-OF-WAY ARE PROHIBITED
DUMPSTER PAD DETAIL
N.T.S.
.02007 ASPHALT SURFACE
(MIN.) U.
0" THICK REINFORCED CONCRETE
REINFORCING 6X6X#10 OPTION 1
N.T.S.
REVISIONS
NO. DATE COMMENT APPROVED BY
1 7-6-00 ADDED WATER QUALITY SWALE KJ,L.
2 5-5-03 ADDED BLOCK COLUMN H.L.F.
MAINTAIN LEVEL ® i
I
I — o
STUCCO FINISH 8"x8"x1' 4"
PAINT CONC. BLOCK 1 CONC. BLOCK
TO MATCH BUILDING
1 #5 DOWEL @ 60. C.
W/24" OVERLAP
I—
I
I
�--
-�I COMPACTED SUBGRADE
' T @ 98%
�— 8"x2'-0" CONC. FOOTER
2 #5 REBAR HORIZ,
2-0 CONTINUOUS
3" MIN. COVERAGE
i
SECTION A - A
ENGINEERING
01
i" BLOCK WALK DETAIL
N.T.S.
F
i
- Land Developpent
-Highway Qe3ign
-Drailage Design
1 Hydrologic Modeling
1 - Environmental Permitting
5740 Old Cheney Highway
Orlando, Florida 32807
Phone: 407.281-1775 - Fax: 407.281-1790
,9.
CONCRETE FILLED CORE
#5 DOWEL @ EACH CORE
PROYECTAREA:
14922.3 SF
BUILDING AREA:
1102.7 SF
PAINT BOOTH AREA:
270.6 SF
PAVEMENT/ WALKS AREA:
7680.4 SF
GREEN AREA:
5868.6 SF
4 �Y
------------------------------------ P
-- L
SECTION B - B
BLOCK COLUMN DETAIL
LOT 10, BLOCK 15, A.B. RUSSELL `S ADDI TION TO FORTREED, ACCORDING TO THE PLA T THEREOF AS RECORDED IN PLAT
BOOK 1, PAGE 97, OF THE PUBLIC RECORDS OF SE'MINOLE COUNTY, FL.
r
N TE
+i
CONTRACTOR TO PRESERVE EXISTING TREES
ON WEST SIDE OF THE PROPERTY
TOP OF SIGN 'TO
MATCH 'TOP OF
POST.
A q#9 GALV. CLIPS 10'-0" TO CENTER (MAX)
�y 2'-0" MAX. SPACING
o POST CAP _ TOP RAIL
G,
GALV. o POST STRETCHER
ftl
C.
NAME AND SPECIF10.01A TION
LAUREL OAK (QUERCUS LAURIFOLIA) LOW CONSUMP. OR
LIVE OAK (QUERCUS VIRGINIANA) LOW CONSUMP.
t,
3" (MIN.) CAL.X 5- 6' SPR.,,. 10' PLANT HT MIN.
�,7a 25' O. C. (@a 40'0. C. ON SIDE'S)
I
I
RAPHIOLEPIS INDICA, JUNIPERUS SPP. (LOW CONSUMP.)
30"- 36" PH X 30 36" SPR., PLANT @ 30" O. C.
I
f
EXISTING TREESEAST SIDE
( )
a
N.T.S.
5
69 (APPROX)
MATT( �� NOT VALID FOR CONSTRUCTION UNLESS
PREPARED FOR: SIGNED AND SEALED IN THIS BLOCK
PARSU®YAL SUKH®C) Fr—wo. LAA
7443 GRAND CT. SITE N
WINTER PARK, FL. 32792 �KPROVED BY
SEMINOLE COUNTY FLORIDA 5-s-:,3
DATE
T
JOB NUMBER: 2000136
DATE:
SIGN
POST
o
K.J.L.
DRAWN:
J.G.L.
CORNER —
��
Sheet
BARS
#9 TIE WIRES
12" O.C.
m
_
FABRIC -. 3l8" ROUND
PROPOSED V CHAIN LINK FENCE WITH
r
h
`?
TRUSS BARS
LINE POST
GREEN FABRIC SCREENING
0
SIDE VIEW
(0
(SEE NOTE 1)
0
2"-
TURNBUCKLE
TENSION WIRE
Ul
GRADE
�-
c
2500 PSI CONCRETE
�
�
,.
(VL lV
STOP
—A
—
RI -1
64
—�-
12"
—
12"
CONC,BASE
PROPOSED 4' OD
P R
MIN.
FENCE DETAIL
IRON FENCE (TYPICAL)
SIGNAGE TO CONFORM TO
N.T.S.
FLORIDA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
r,
STOP SIGN DETAIL
N.T.S.
'
10'-0" TO CENTER (MAX)
�+-- WALK WIDTH VARIES (SEE PLAN)
b
VVALKWUTH VARIES (SEE PLAN) -{
t
I
ROD IRON RODS
ROD IRON POST
I
I
A"GONGRETE4•CONCRETE
SLOPEVANIES
a+
SLOPE VARIES
-
--
_
-
ASPH. PV r.
`/
O
B"CUMPAGIED BASE
B"COMPACrEp BASE /. /. / /, i.
Q -
RAISED EDGE CONCRETE WALK )`
NOTE
ALL CONCRETE SIDEWALKS SHALL HAVE
A FULL " 0 U EXPANSION F 25 LINEA
MA%IMUM DISTANCE OF 25 LINEAR FEET'
MAXIMUM
1"CAVLKPER VCADE FIBER
FILL WCAULK SAWL'Ur ARGIL REQ. EXPANSION Jr.
DEPTH - d'74 MATERIAL
AND A SAW CUT OR FORMED DUMMY
•, ,Y,
`
c�-
����/�,��/':
\���•\ / ` // /�\///``//''�JJ//%%''\�
//\��/�///�//�
NOINTAT
EEXCEEDS LPACEDNEAR E TRVALS
\//��//\/�
(_
.•
\/\///\�/��/ //� `//\.
�..
• �/`
//J��\\~��%.
2500 PSI CONCRETE
CONTRACTION JOINT EXPANSION JOINT
TYPICAL SIDEWALK
—�
121
6" 611 J
�— —112
N.T.S.
ROD IRON FENCE DETAIL
ftl
C.
NAME AND SPECIF10.01A TION
LAUREL OAK (QUERCUS LAURIFOLIA) LOW CONSUMP. OR
LIVE OAK (QUERCUS VIRGINIANA) LOW CONSUMP.
t,
3" (MIN.) CAL.X 5- 6' SPR.,,. 10' PLANT HT MIN.
�,7a 25' O. C. (@a 40'0. C. ON SIDE'S)
I
I
RAPHIOLEPIS INDICA, JUNIPERUS SPP. (LOW CONSUMP.)
30"- 36" PH X 30 36" SPR., PLANT @ 30" O. C.
I
f
EXISTING TREESEAST SIDE
( )
a
N.T.S.
5
69 (APPROX)
MATT( �� NOT VALID FOR CONSTRUCTION UNLESS
PREPARED FOR: SIGNED AND SEALED IN THIS BLOCK
PARSU®YAL SUKH®C) Fr—wo. LAA
7443 GRAND CT. SITE N
WINTER PARK, FL. 32792 �KPROVED BY
SEMINOLE COUNTY FLORIDA 5-s-:,3
DATE
T
JOB NUMBER: 2000136
DATE:
4-5-03
DESIGNED:
K.J.L.
DRAWN:
J.G.L.
CHECKED:
H.L.F.
Sheet
C-1
n
• n. �—_•_ _ _--.. __.-..__ .... �, -�.. ...®..�-.="i.zi.....--icn-_-ter- .-�� ...+�. _. ,...-_.......-�.--.�.--.__ _...- _` _.> --. _- r-_..-. ,�.- ..�.-.n___-_._..-r..- _ __
w
EXISINTG U SIDEWALK PROPOSED 4' ROD I 0'
i IRON FENCE (TYPICAL) V
Fri
CTI
Fri2 A PROPOSED 15' BLOCK WALL x� !
I77"54' (PSM) (SEE DETAIL) —_ _ -r __ _ _ _—__ _ _ _ - ------,•I-.-_...._... --_----
------ ------.--_.—_-- ------
;a I 7. U r 10' GHA I PI L f NK FE GE \l
------------
! I I I GJr !
1
-----------------------
------------ r-- �----
27.3 -
I I
WA L. K' I
:CO
0 J
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YII ! I _._ ____.._!__ __ _.._.--_.__ I _I
L-----^-- 3 01 0
II OI I I I`- I 1 6.0 I y I 9� 7 I rl I ia.U'
Ise I ----
1I I I I I Ids} ^ •d3 PROPOSED 4' SOD I D ° �` ° I I > I PORCH ,
1 GRASS ' I. r o j BUI i Di ric ,
':�kON FENCE - 1 1• I I L--------�� _------, I Sf Tl3ACK
I I I I, I r r� 1 cJ I• r' Y� ! ! , I I
18,3 I I
I j I i �� :> {d
> �` {r
13.5----10OF ER _^__�_--_20'
'
_ _ _' - - - -
o r cps i m'' o 0 2. �}
.� ! � � 1 I 19.0
—I
l r CO c� 1 1 1 2.3 "'----
z Fr1
T1 i REMOVE EXISTING CHAIN LINK FENCE I !. __ r o I I 11
I I I I cx� I
15, Do,. U)� I I -n
I I I c• _ rmlm z — _ _ _ — _.._ .__{' I {rP V rrg1l {d� u {d�i j1 v PAINT
BUIL SE'f3AC(. O 'f I I Tn I oc y BOO'TH ;Un �co
4 cj
1> p k111IIr�.w
-�
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I I I I sII
I 1 1.0 9. 4'
II {)w I 1
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ifAGS J _ ___,____ "---_II
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! � I I 1.. 0 I"u. �� � 9, 0 <� �, --�- -- ; f.._ -<'; ''<, `•�.�,� -'� {r ti v , I ,�9
� , .LV- •...a Ao I
rI CP V {/ 7, e'� 1 F'
I r: ROLL�R GI.TE REPA�R EXISfiING
I t 17 I "r', V G' � O •V ,;• r. Tr G 1 P ..a 'G+ .
1 ,c� I I I, �.' �, P I I C> I p �� 10" Gf IA I N t? N P��SFSED 4' RCSB
I cA I I
1,23) CU C CRIY : 20 �a.l I �'
�� , II PAVEMENT 4 3 I' s
Ir
`= !IRaIy;FENCE-(TYPIGAW__• .----�---t___, c' jir �r,
I I I I ) _ I� �. �- Q I P A I DI t
I v I I 1,0 � 2,() �' � I ' Ji rJ p ° r o p 70.11 P. n a � 1 - a- y I I I
� ^ zI ,�,, a_ R tTi r
f1 II
I I• If ,� , _ I
ra I r ! r�1 ra c.JI
! z,c)NC ENT' -—___---^-
pC'R deka w I t 24" STQR BAR j� ` , .' W I
w I I o N1 1 L? TQC^ ri Ire$! P .S t't C I k9. Lei
I ! > _ ----- I I'
s4) P G I > LL p C 11 - I I p =. c I 1
21,3
0 I
1 I �•.
ii i i i I w b I`'' _- �^' I L(J i �' I �. . ~-___i_•-- ___'-_ I al 6.1
I L_ _7' I m p �.' 0 Q RAPOSED 5�j SID�NALK° pIV 0
jry I f, Q o Q �' o o I o I PROPOSED 5"SIDEWALK '1 7'1..5,/ a Irk d ITT n I o_
C!J rT o d c 1
¢J't . 7 P � 4 4 •QC's -� D `c' I �, � F-+
I L
I.�
I`GN
„ I d STOP SI
,' j REMOVE EXISTING DRIVE WAY ► _
19
AND RECONSTRUCT CURBING\ r v `� v
�`t•.9 G r/ P 'o •'S,o �r �
h-- ,. _-..1— fes � �_ F_ ___L _ _ _ __ —-- —___ _ _.
2' MIAMI GUTTER
Z --------------------
NOTE:
REMOVE EXISTING CONCRETE IN MATTIE STREET (50' RIM
PROPOSED 10 FOOT BUFFER AREA
12'
8" GALV. STEEL PIPE BOLLARD INSIDE DIMENSION '
AT 48" ABOVE GROUND TYP. ENCLOSURE TO BE CONSTRUCTED
0 0 OF LONG LAS TING, DURABLE LOW
MAINTENANCE OPAQUE MATERIAL
O
SOLID WASTE bi
b a CONTAINER
r ,,,
z
A" MIN. GALV. POST A
6" CONC. SLAB
WH74'S AT 12'0,C.
LOCKABLE DOUBLE HUNG GATES
W/ SCREENING MATERIAL AND FOOT
BOLTS. I MINIMUMO'CL AR GATE
II.••�—PENIN--.^_..'r'. II
L' VCONC.APPROAC\L B 1
10 X 12 SINGLE ENCLOSURE DESIGN PAD
NOTES:
1. SOLID WASTE CONTAINERS SHOULD BE LOCATED A MINIMUM OF V FROM ANY
STRUCTURE OR BELOW ANY OBSTRUCTING NARES OR OTHER OBSTRUCTIONS.
2. A MINIMUM OF 60' CLEAR BACKUP SPACE FROM FRONT OF ENCLOSURE IS
REQUIRED FOR SERVICING. pARKING AND LANDSCAPED AREAS MAY NOT BE
USED FOR THIS PURPOSE.
3. PAD TO BE CONSTRUCTED OF EITHER 3000 PSI, 6" CONCRETE, W/ 6X6, 10/10
W W.M, OR 4" CONCRETE, # 3'S AT 12" O.C. APPROACH PAD TO BE OF SAME
COMPOSITION.
4. 6 FEET HIGH ENCLOSURE WITH OPAQUE GATES OR DURABLE SCREENING OR
6" HIGHER THAN THE CONTAINER HEIGHT (WHICHEVER IS GREATER).
5. BACKING INTO RIGHTS-OF-WAY ARE PROHIBITED
DUMPSTER PAD DETAIL
N.T.S.
,8288'f ASPHALT SURFACE
(MIN.) 8"
=CRETE
REINFORCING 6X6X#10 OPTION 1
N.T.S.
I
MAINTAIN LEVEL T i
0
STUCCO FINISH
PAINT CONC. BLOCK
TO MATCH BUILDING
J//C UH /H /HdLC
PROYECT AREA: 14922.3 , F
BUILDING AREA: 1102.7,SF
PAINT BOOTHAREA: 270.6 , F
PAVEMENT/ WALKS AREA: 7680.45"F
GREEN AREA: 5868.6 SF
,
do 8"xWx1'-4"
i CONC, BLOCK
#5 DOWEL @ 5'0.C.
W/24" OVERLAP
I
I 8" 8" - -
00 I COMPACTED SUBGRADE
@ 98%
• it
_ 8"x2'-0" CONC. FOOTER
2 #5 REBAR HORIZ.
I_ CONTINUOUS
3" MIN. COVERAGE
SECTION A - A
BLOCK WALL DETAIL
N.T.S.
LEGAL DESCRIPTION,_
LOT 70, BLOCK 75, A.B. RUSSELL'S ADDITION TO FORT REED, ACCORDING TO THE PLAT THEREOFAS RECORDED /N PLAT
BOOK 1, PAGE 97; OF THE PUBLIC RECORDS OF SEM/NOLE COUNTY, FL.
NOTE
CONTRACTOR TO PRESERVE EXISTING TREES
ON 1/1t.ST SIDE OF THE PROPERTY
TOP OF SIGN TCt,
MATCH TOP Or
POST.
A GALV. CLIPS
' 2',0" MAX, SPACING
POST CAP
GALV. D POST
SIGN C --
POST o CORNER
01
DOSED U CHAIN LINK FENCE WITH
-_N FABRIC SCREENING D EIDE VIEW
D
/ 0 GRADE
/ �rrf_
10'-0" TO CENTER
TOP RAIL -
STRETCHER
♦����•
AR
ou
FABRIC
ROUNDTRUSS BARS1
•
TURNBUCKLE
r
Will2500 PSI CONCRETE
STOP
L� RI -1 —�6„ 61,�I .
12" I-- --I 12"
L___. J CONC. BASE f , t G iA S•" -r G o.\S 1 -Cy
- PROPOSED 4' ROD MIN. Qj1- c, z.r-:: FENCE DETAIL
IRON FENCE (TYPICAL) SIGNAGE TO CONFORM TO N.T.S.
FLORIDA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS. '
STOP SIGN DETAIL
N.T.S.
10'-0" TO CENTER (MAX)
• rl/lr1 Ir•,/1\1 A/lIl (,
(•--' MALK WM VARIE6 (SEA PLAN( WALK'MONI VARIEU (EEE PLAN) ,
rGONCF(hE I TGONCREM
SLOPE VARIES SLOPE VARIES
�.
S' GOMPnCTEtl BAeE5' GOMPACTFD BASE
RAISED EDGE CONCRETE M4k '
NOTE y
ALL CONCRETE SIDEVInUR SHALL. HAVE , 1' CALYJ(PER `*t�OANE FINER 1
A FULL r'ExPAN51011J01NT ATA FILI. mCAULK �r'•�� ARCH. f1ELL E,ryPARSIVN Ji.
MAXIMUM DISTANCE OF 25 OHEAR FEET DEPTHdM IAAYERIAL+
AND A SAW CBT OR PoRMEO DUMMY
JOINT AT EVENLY GOACEO INTERVALS d,
NOT TO EXCEED 5 LINEAR FEET. _
CONTRACTION JOINT EXPANSION JOIN'
TYPICAL SIDEWALK
N.T.S. ROD IRON FENCE DETAIL
N.T.S.
#9 TIE WRES
12" O.C.
LINE POST
TENSION WIRE
SYMBOL NAME AND SPECIRG1A TION
A. LAUREL OAK (QUERCUS LAURIFOLIA) LOW C014SUMP. OR
LIVE OAK (QUERCUS VIRGINIANA) LOWCONSUA✓1P.
3" (MIN.) CALX 5'- 6' SPR., 70' PLANT HT MIN.
@25' 0. C. (@ 40'0. C. ON SIDES)
B,.CD� RAPHIOLEPIS INDICA, JUNIPERUS SPP. (LOW CQNSUMP.)
30"_ 36 PH X 30 - 36 SPR,, PLANT @ 3011 O. C.
C. �� EXISTING TREES (EAST SIDE)
l III rkflim,
qi.l� I F111111
ST
CRY of Sanford
5 1'7,00neeriang and Planning 1)°epaart3fillehalt
to tech p tzi' :xcln ; pl,&ns
Approve t r
f.
Approv stzl j_ r. lo'
1 • A!3 Caas?I osl ,tiYI ,ST mm:�"t ail. cum^nt City of Sanford C7Je5, Land Doelopmevt Regulatio
orl�cr c as they apply.
2. Contractor is RNuh-ed to ON"in and awinrain a'a pertnits on site (City, County, S)R�
FDF?,, DOT.ACQE) aLs appli aiJte,
3. pri(n ttct ' MUST call City of Sanford Bnildio9 DcparW rnt (330-5656) for gow 3mpt
prier to o<.'cLlpalncy,
4. Cal l Sunshinn 1.300-4,32-4770 for utility lcrez►tes print to any c�onatruction.
5. Building Granit is thin"" for any above gtvund snucrrres which shall Include any develol
IAifA,.rseM Iwallsorenclosures.
6. Site d0700 Pent plan approval shall bewtm invalid Unless
ta buiidltig perrrcit is abtain.d a
welve (12) mouths of issuanr� ,
7, T01`111c Intcrmption shall be kq-4 at n ininirnum and rn acceJrrlanca with the MANUAL (7N
"IrORM! TRAMC CONTROL DliVICES, end In uc btwe with
and TraA iacsign
69 (APPROX) Stanciatxl . MOT plan to tx sutxtritted to enginecring 14 days prlor ro any street or lair—CIM,
8. Coiutact+3r siieil be nsponsiblc for all QSHA TuPilmrnonts and the I't nm Tech SafP,ty Act.
REVISIONS AT/ . Land I]evelopment PREPARED FOR: MATTIE STREET 50) RNOT VALID FOR CONSTRUCTION UNLESS JOB NUMBER: 2000136
� �t!ighway Design ( ) SIGNED AND SEALED IN THIS BLOCK DATE: 06--05-00
COMMENT APPROVED BY
NO. DATE �� '�`
1 76-00 ADDED WATER QUALITY SWALE K.J.L. -Drainage Design
■ Hydrologic Modeling DESIGNED: K.J.L.
- PARS U DYAL S U KH D E O
. DRAWN: I.E,C,
ENGINEERING . Environmental Permitting 7443 GRAND CT, SITE PLAN Z/�,
WINTER PARK, FL, 32792 AP OVED BY CHECKED: P.L.M.
Otis cj`� S740 lFloriday 3 807ay SEMINOLE COUNTY FLORIDA2-
Orlando,
�irAN�1g... :Sheet -
Phone:407.2811775-Fan:407,281-1790 -- a',
DATE ' • ' � �,..,.
I 1