HomeMy WebLinkAbout301 Central Park Dr 96-683 Plansi
70.00'
ZONED A/G
MITERED END
15" R.G.P.
TOP = 27.27
INV = 25.53
MITERED END Kb
15" R. P. _ �g
TOP 27.11 -
INV= 25.28 28 29 I W ry9ti 29�
i 27----.'°-�f
I
I 8.75'
L 0 T 14 I L 0 T 15
I
ZONED A-1 SEMINOLE COUNTY
(VACANT) M. M. SMI THS THIRD SUBDI VISION
DRAINAGE DITCH TO BE MAINTAINED BY PLAT BOOK 1, PAGE 86I
PROPERTY QWNER ( SEE NOTE #18)
liph `}• ,� M.E.S. INV 26.35
S 89-3 - 255 22`- k 'b-
.I&fA------2 6 0.2 2' (I. A Xz -
T 20 LF. T�" CMP---
-
20' DRAINAGE EASEMENT
J
'La.°� ry9�' C I _ OUTFALL STRUCTURE
I• RESERVED FOR FUTURE EXPANSION I
O
24\ 20
I I U 96' ",�� 66.22' 1 ti 00
I 8 _o
�o
io oc �,• a BLDG.
o o Q
ai Z
I J �. M ZONED A-1 SEMINOLE COUNTY
7,999 S.F. BLDG. DUMPSTER LOCATION
Ato
Q �y4 n, .yo4' -C)
1--- F.F. EL. 31.33 (VACANT)
I I
ZONED GC -2 I D 7 I a
(VACANT) I A - ' I i
•0 CONC. FLUME
tig
TO SIGN °° �� c� 1 0 P'G O t3 P AG`
J a r 5p.�` 3 --- N •- k 3
30 I V)
I /
,
CON ETE
l � 'l -
i �. ",P -t S 89'39'40" W 267.49'
3
SCALE: 1 = 30 f \ 32 A0
� I
Q 'y) ASPHALT DRIVE & PARKING ,S F
< TIN ,i
O w
E-.
a �_n
it I �I
CONCRETE WALL 00
O
a I O
_ O V)
O
0 � a �U, EXISTING BUILDING FF = 32.62
Ld
iU a S. 187' OF LOT 14
o NOR TFISTAR BUSINESS PARK PHASE ONE o
P. B. 41, P. G. 72 & 73
00
/ (IMPROVED)
- - - - --o
NORTHSTAR COURT
N
wV
ea t
- - - ---- `r N 89°39'40" E 295.64'
\ IRON LB#4596
WOOD
� u-nurr
POLE
(
I f
LOT 13
NORTHSTAR BUSINESS PARK PHASE ONE
I P. B. 41, P. G. 72 & 73
5" CONCRETE (3000 psi)
IIIII 11111 : ,
;4• d 4 •d• 4 4 .4
11111=(1111=IIIII=IIIII = III Il=fllil = II I I1=111 li -= III II�IIII
PARKING LOT SECTION
�Nc
4" � op
4)$
4"
4"
4»
--�r iJ
rr� �`ifir_rri~_-
ENERGY DISSAPATOR
3'
4
4 2'2" 4»
"
I
CONCRETE FLUME DETAIL
N.T.S.
LEGEND
FLOW DIRECTION
EXISTING GRADES
A� 4' PROPOSED GRADES
40'
22.5'
D.H.W. EL. 28.99
PROPERTY LINE
8.75'
ELEV. 30.0
V
OQ�
ELEV. 26.5
NOTE: SIDES TO BE
SODDED AND
THE BOTTOM
TO BE SEEDED.
RETENTION
POND
CROSS
SECTION
N.T.S. DRY RETENTION POND
PROPERTY
LINE
30.67' 20' EASM'T. 4.92'
14.5'
4.7' +/- W +/- I 4.7' +/
EL. 27.87
/ -- EL. 28.07
EL. 26.37
EXIST. NORTH SWALE SECTION
N.T.S.
C
GRATE WELDED
TO SKIMMER
24"GMP - -•
2"x 2' x 3/16" ANGLE
0.67'x 2.10' WEIR
15" CMP
-�)" DIA. HOLE
6' LONG PRECAST
CONCRETE BUMPER
GRATE
2"x 2"x 3/16" ANGLE
TOP OF SKIMMER ELEV. 30.5
TOP OF 15" CMP ELEV. 30.0
WEIR CREST ELEV. 27.90
BOTrom OF SKIMMER ELEV. 27.40
INV. (15" CMP) 26.4
OUTFALL STRUCTURE
EDGE OF SIDEWALK
PRECAST BUMPER DETAIL
N.T.S.
3' LONG
SITE STA -f I STI CAL DATA
DESCRIPTION
SQ..FT.
ACRES
% OF SITE
BUILDING AREA
7,999
0.184
18.70
PAVEMENT AREA
10,681
0.245
24.97
FUTURE EXPANSION
4,975
0.114
11.63
1MPERRVIOUS AREA
23,655
0.543
55.30
LANDSCAPE AREA
19,125
0.439
44.70
SITE AREA
42,780
0.982
100.00
CONTRACTOR:
CANTERBURY CONCEPTS INC.
P.O.BOX 470262
LAKE MONROE FL. 32747
(407) 3.30-3238
OWNER:
CANTERBURY CONCEPTS INC.
P.O.BOX 470262
LAKE MONROE FL.,32747
(407)-330-3238
SURVEYOR:
ROBERTS SURVEYING & MAPPING
185 N. COUNTRY CLUB ROAD
LAKE MARY, FLORIDA
(407) 322-2213
L
6" CONC. (3,0+
GENERAL NOTES:
1. ALL LANDSCAPE AND RETENTION POND AREAS TO BE SODDED.
2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY A UNDER GROUND
IRRIGATION SYSTEM.
3. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC
RATED PAINT.
4. 30 STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED
AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES AND LOCATED AS SHOWN ON SITE PLAN.
5. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND
LOCATED AS SHOWN ON SITE PLAN.
6. HANDICAP SYMBOL SHALL BE WHITE PAINT.
7. 3 FT. AREA AROUND FIRE HYDRANT SHALL BE CLEAR OF ALL
TREES AND SHRUBBERY.
8. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM
STREET.
9. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS
SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D.
10. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF
fHE BUILDING PERMIT.
11. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1).
12. OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED.
13. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING. UTILITIES
SERVING THIS SITE
14. SOIL TYPE: MYAKKA, PERMEABILITY, 6" TO 20" PER HOUR.
15. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN.
16. A MUTUAL INGRESS AND EGRESS EASEMENT HAS BEEN SECURED
FOR THIS COMMON ACCESS DRIVE.
17. ANY OUTSIDE EQUIPMENT STORED ON SITE NEEDS TO BE SCREENED.
18. PROPERTY OWNER TO MAINTAIN DRAINAGE DITCH.
s S/� �
/ y'lyL-ole- S �-
DRIVEWAY DETAIL
ILITY C,ONNECTION F :E
.26,L/I
LOCATION MAP
LEGAL DESCRIPTIONyr,.�
LOT 14, LESS THE SOUTH 187.00 FEET THEREOF, NORTHSTAR BUSINESS PARK PHASE ONE, ACCORDING TO THE PLAT °
THEREOF AS RECORDED IN PLAT BOOK 41, PAGES 72 & 73 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
TAX I.D. # 28-19-30-507-0000-0140
INTENDED USE: WHOLESALE STORAGE
A1.
I=
I
I 70.00' _ L 0 T 14 I L 0 T 15
ZONED A/G
I I MITERED END
15" R.C.P. ZONED A-1 SEMINOLE COUNTY I
WATER ETER TOP = 27.27 M. lU. SMITH'S THIRD SUBDI VISION
co WM INV = 25.53 12" OAK (VACANT) PLA T BOOK 1, PAGE 86
MITERED END '�
15" R. .P. `> I 11" PALM- 24" PALM
TOP 27.11 •: 20' PALM 241 PALM �n 7 may`
INV = 125.28 W I ti°'' 6 �' [ '� 'J. `�� �� — — — — — —
S ,89 39' "
�y,� 260.22' �y�;� �6 ry
f tD 20" PALR,,b n; A
F g t 9 PO R POLE �' 20' DRAINAGE EASEMENT A
a a� 1 J OUTFALL STRUCTURE
z I c ti� ( AG' ' IR , `RESERVED FOR FUTURE EXPANSION ( _
' _ I i
��g 0 24, 0 ! I I
11 J I
f i I g6' x 66.22' ti
- SOA ^� o
I b C Q9
1 -• - z
I I !
WW I O 1 I ZONED A-1 SEMINOLE COUNTY
I j I in 7,999 S.F. BLDG. DUMPSiER LOCATION ( (VACANT)
� !6 1 1 11 r'� F.F. EL. 31.33 i
I � 8�j `� `L� -c 1 SAN. LAT. DO AQ I
•Df 1 O Z 1
ZONED GC -2 I Pry rr)
C2 U X
Ln
(VACANT)I)
O 1 .. QG AC I CUNC. FLUME
^'
1
1i ° O o x
ATER-METER ;
SANITARY SEWER MANHOLE �------- RECLAIM W.M.
m I '` . ��0 p P•G' p 8 �' G• AC
I f "TOP SIGN n- k
I ?'A
a I \
I
CON ETE I 9�
qfT -
I S 89'39'40" W 267.49'
I I
SCALE: 1 = 30 1
I FIRE HYDRANT \
f IBM 31.75 MSL\\ I I
ASPHALT DRIVE do PARKING
Q ► �� IW
a
1 00
o I �i CONCRETE WALL I I T -
f a I C I oz
/cil � 1�1
` I t2 EXISTING BUILDING FF = 32.62
V I I
1 , w
a CL
' I < I S. 987' OF L 0 T 14 I
NORTHSTAR BUSINESS PARK PHASE ONE
b I P. B. 41, P. G. 72 & 73 I
a I I I DO
a 1 (IMPROVED) I
SANITARY SEWER MANHOLE
NORTH—STAR COURT
��J I
----------- ----------- ----I
WVf ►—•----------------------------------
II FIRE HYDRANT ,
N 89_39'40" E--- _--____295.64 ---_ --- __
— IRON LE1¢4598
\ 'NOQD I
\ f UTILITY
o POLE
LOT 13
NORTHSTAR BUSINESS PARK PHASE ONE
P. B. 41, P. G. 72 & 73
� f I
d
;co
co
cl-
(\
Q
J r�c
� J
Q -
0
N
HANDICAP SIGN
BUT OF SIGN TO
BE 7' ABOVE GRADE.
- a" (- �•- a"
2- 2"
k4�1
4" _,� 4"
HANDICAP PARKING SPACE STRIPING
PARKING REQUIREMENTS:
2 SPACES FOR THE FIRST 4,000 S.F.
1 SPACE FOR EACH 1,000 S.F., IF
WHOLESALE OR STORAGE, OR
1 SPACE FOR EACH 500 S.F. IF MFG.
THIS SITE REQUIRES A MIN OF 5 SPACES
LANDSCAPE LEGEND:
-:�l, k LAURAL OAK (10' HT. - 2" CAL.).
HOLLY OF VIBURNUMS (24" HT. PLANTED 30" o/c).
O INDICATES EXISTING TREES TO REMAIN.
* INDICATES EXISTING TREES TO BE REMOVED.
PARKING LOT LIGHTING LEGEND:
INDICATES LUMINAIRE FROM BUILDING.
RECLAIMED WATER TAKEBACK CALCULATIONS:
10 PARKING SPACES 0 20 GPD = 200 GAL. PER DAY
IRRIGATION SYSTEM
X3/4" POLY r
25' H.R. SPRINKLERS.
SCHEDULE 40 GALVANIZED
OR SCEDULE 80 PVC. PIPE.
AND FITTINGS
UNTO .
EDGE OF METER UD R.O.W.
PAVEMENT _
BACK OF
CURB 4' TO 8"
CURB STOP
(LOCKING TYPE
CORPORATION
STOP /,
FLOP/ —
METER
COPPER
ABOVE GRADE
UNION.
--- DOUBLE STRAP SADDLE
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENT'S.
2. IRRIGATION METERS ALLOW A PRESSURE VACUUM BREAKER IF MINIMUM HEIGHT RESTRICTION CAN
BE MAINTAINED ABOVE HIGHEST OUTLET.
Y. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB AND IN NO CASE SHALL IT BE INSTALLED
IN SIDEWALK OR OTHER PAVED AREAS.
4. BUILT IN DETECTOR METER ON BACKFLOW PREVENTER.
Y
3/4ff WATER METER & BACK FLOW PREVENTER
COMMERCIAL AND INDUSTRIAL.
12"
FTU -25
1 /2"
a�
PARKING BY
DISABLED
PERMIT
ONLY
$250.00 FINE
CITY ORD.
#3211
11 7/8"
NOTE: (HANDICAP SIGN ONLY)
I.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD.
2,) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH
3 WHITE REFLECTORIZED LEGEND AND BORDER.
3.) BOTTOM PORTION OF SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK BORDER.
4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE.
5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24-23 OF THE MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (MUTCD)
HANDICAP SIGN
N.T.S.
NOTE; ALL UTILITY CONNECTION LOCATIONS ARE TO BE VARIFIED IN THE FIELD.
a
0
l
FLOOR PLAN ANIS A/C FLAN
I
i
I
BUILDING LINE
N
op.
3"
TO ��R BY6 3"
6
1
ELECTRICAL SCHEDULE
DESCRIPTION
ITEM
REMA"
FLOUREBCENT LIGHT
2' X 4' RECE88
FLOUREBGENT LIGHT
1' X 8'
FLOURESCENT LIGHT
2' X 2' RECE86
INCANDESCENT LIGHT
60 WATT
BLDG. LIGHT
DUAL SPOT
EMERGENCY LIGHT
EXIT LIGHTCEM
EXHAUB'r FAN
0
TO EXT. BLDG.
DUPLEX OUTLET
TP
120 VOLTS
SPECIAL OUTLET
120 VOLT8
SINGLE OUTLET
l®1
230 VOLTS
WALL SWITCH (I-WAY)
SPAT.
WALL SWITCH (3 -WAY)
3
8.P.D.T.
TELEPHONE
DAU.N TO DUSK LGTB.
DAU;N To DU8K LGTB.
ENTRANCE
WIN
WIN
WIN
BIB
U.L. ARRESTOR
31/2" EMT F
UJ/ 3 - 4/0
METER BASE
6" X 6" UP TROUT
02 GROUND WIRE
ELECTRIC R15ER
UM.
225 AMP. 3 PN, M.L.O. INSIDE
SACK TO BACK OF: MAIN SERVICE
U/ MAIN
.1T51DE
ELECTRICAL L_AYQui
a
M
PASCAD E 5 T� OT �4E RS
16'-o11
10' W o ll
_,
HRONT WALL 5ECTION
"Z" FURL.IN E�' O/C
R-19 INSULATION
,— DROP CEILING
MAIN FRAME 5`'r OTHERS
-
all X 1(o " C.M.U.
C-iUTTIER 5r OTPERS
T`'r . MTL. L DIS. E TION
f_
SCALE: REVISIONS:
I
2
1/2 _3
4
5
6
r.
EAVE FURL IN
''Z" FURL IN 5'0/C
"Z" G I RTS 5' O/C
,
MTL. SIDEWALL
MAIN FRAME B -T' OTHERS
*5 BARS (SEE POUNDATION PLAN 5�4EET #1)
DRAU4 BY: N.R
ENGINEERING DESIGN, INC.
ROBOX 520695
LONGWOOD, FLORIDA 32152.O(o95
(407) 699-4500
m
TOS' PLATE
TOP 'LATE
E
SI _Oil MTL. 5TUD5 24" O/C
1W1/2" [DRYWALL
1/2" DRYWALL TO CEILING PGT,
BOTT. PLATE
4" CONC. 5LAE3 W1
(o Xro 10-10 W.W.M.
INTERIOR CP ICE/WA E 01J,5E PARTITION.
�)P PLATE
MTL. STUDS 24" O/C
?" DRYWALL EA. SIDE
OTT. PLATE
' CONC. 5LAE3 W1
X(o 10-10 W.W.M.
TITLE BLOCK SEGiIONB
T.N. TECHNICAL INC.
LOT 14
SHEET NO.
O�
I 3
JOB NO. 95-188
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