Dougherty Manufacturing Facility - Site Plan - 01-21-2000ro <0
g C 651.75
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x x x x x x I x x x x x x x x MATCH EXI5, GI?A�7E Af I'VOpEI�TI' L 4
5m rRom LEV 13' �9"Ya �LEV. 7, tCH EXI5. '' AT PROPS rY LINE j 12.00
11.5' TO
'D am x � ^�^�
`� Si3OPE D I
i
13
kL
21 -��� TO 50 " � 5WALE 113OTTOM @ ELEV. 9.0
'` 115o COMPFE550P VOLI�ME @ 11.5 - 31,275 C,E,
ELEV. 6
x �/ p` O
t / I � , ENn OE CL1� �' Sonc'EG MSG o� �un.� �oo�_ � 45 � A1N LINT. �E o ►`�• ,. • ��^�� ���
� EXISTING WATER �� fop ELEV 11.5 _ C 5c��5En OP � � 5
ELEV: 6.0 1 C,ONC PAVING
I T � -
1 1 / 17/99 1 �� 5Y5TEM 51GN41
) j25 11.50
1 I E AVE W IGHr 2,4' /� 200 2
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ltx
l
& 5l5 @ 0 I SLOPL 6
*0 EXI5�) Z
- , Q ► I
x ` � PIP-�
�31. C A55W[3�Y A9A VGtM 6_ ,�00
;? , TYKE F Cl.O 2
bo L,E X23 CP , I - �IN15H 7LOCr ELEVAI ION 12.5 OMPACTEn
t�1�1 TH V UTE / TY1' CAL 'r I
C IEL� VW) LNG & 0 � � � 2 LANpSCA#� � HAL pAVI
'o MINIMIZE IMPACT ON ME5)
SL Opp I sLANn5 AL 50 I
CONTROL 5TUT e -*-- I
for 7 5 1 Z,' -� I1.90 MONO%oPE roof PEAK 5�'
x io 17
OUTI-ET INVEPI" 5. 12
1 40, Q It% VOM OINO
2" 01?It✓ ICE INVEPI" ca b �'
. 11 � 2.50 �° I
Tr OF cL�r� rY�PEE r= c1,1� 12.50 � I
A1.UM. SKIMMED 11 ELEV 12.5 I ;) 2
a 27 8
r0P 8,0 �- SI.Op� � � I
tk �orTOM -7 0' .life-
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HCAp`NA-KWAY 3� POWER > U] z
I Ii.50 o POLE (TYPICAL) O
�
o \ CONCP\FlTF F0� � F�p FufuooF- z �a w
Z w
c _---/ I 6 CONC. PAVING ^�
Q LANV5CAPE T1'E'IG& ,c, I �� a AERIAL
'� U E-.,
O T1 XK LOAVl% & IZ 0 I ° 1 ' 12 '� UTILITY z �
L� I TOF Ol .PM 5 ELEV I C�I2IVEWAY .20 24 L►NE TYPICAL '-'` O
AST o� c �cAL Si.Op� I x
�.w
I 12.50 I (�� 2�' � Q �
WEBT�NTION i�.90 �o� 12.50 10, 2 Q
12.i 8
[�OffoM ELEV 3.0 I �-- c. TYF) . .
L20 MON05L0PE P00r- PEAK 33 NG?E5
OPE 505 4:I TO ELEV, Ln
50n ABOVE WASP1. I = � I Farrel .C, part of 1+3!-00-00-0120 and I I
I & pz
WITH AGN�N IA "ee svey bq Hxp4er Engmeerlrw N _
x Q) L Q - �-,_ Survey nq, Inc. for legal description �1
I I x N � -
orp 'fir _ 2. 7.�� acres not Includlnq driveway easement known as P. nch road - -< -
y C�'CLE i i i i _ '� Gullcimp coverage . 84,000 5,f @ buddak C 26
� LPCA' A l AM NAT NG PffA V UMW 56 00 C ,� , -__ •
I Im ervla�s 53 42 5,f @ bulldak C 48 0% Included m '-' -• �-'
CONTAINER I s p GY
,� I FINISH r✓L��Orz ELEVA'lON �0 f
� 8 ytar+�nw�r culaticx�y C
lb' I calI
nroject area s 358.4b3 5.` C see Environmental resaarceCZ Ew-
' Q
lb
�° `? 2 , , �� 1v � �oermlt Appllca & 6y Nelson Englneerm Co.
Z
w
Z 0 YLET ELEV 6.01
Z 4 j
vVAlTk LEVEL.
I °
� I
I �
I
I I - E Nn O� CUB
• 15' TPAN51110N
TO uRAP�
x x
x
1�
GUY
POLE
A/U A/
U)
�00 5 ' _6"UNIFORM SLOPE
EXlS. ELEV. 8
� .� ` ,,�1 � . Zoning County I -�} �ndustrlal dark O Q
? Parkinq required : I per employee
6" COMP.�CT�n 51Ll - ct �.� p
i� � � '� I � . W,�a: 8 arklriq pprovlded 84 ►rk.lud�nq 4 h�rdicap, �
OR ASPHALT" PAVING Q 2
SAVE HhCi f 24' 200' W 9, cmployee5 C inhtlal) 8 p
SNIP OF, TYPE E CUIl3 / ( 10 Emplo
yees wrthin I on mths of Cert►flcate of Occupancy s 70.
TYPE E 0 97' -10�' �,`� / �- a 11. 5tart of constmict& rmediatelu on receipt of Pevelopmer t Order W
I
fop I,5o , 12.11 / (. vmplet►or -tune �0, 4000 �..
uoNC PAVINCA
�' ' � VLE�' lI 12. 54wture Is WCi Tope IV
c 50u5EP col? Q_
��% I,6. STORMWATEp I1.8c. 5WALE 1 ffoffOM @ ELEV, 9. Q
5Y5TE M SIGN 6 4al 01ALti l Y Ft�a AT 40, P4 ' -6' t�9' , � VOL UME• ¢ 115 ¢ 31, 275 C ,F
\ " 6" Rt �tl,0w
\ N �2.5o TANKS g_4 w
50r/Er MA96N FUfM k (Mq �-�' 12'7o YYPE E CD (25' MIN.) rrr,
-�
GRATE
12,5D ME5 IE 11.5 94kE 2 - 5L0 �3A1 5 IE 9.0 TC?p ELEV.
9 1-411 5W&E 2 POtrOM. a EXI5. CAM TO I I%�OM ELEV .11,5 ro °� KQa _ � 70 LE }� I0,5 �"� �.� o � ,YMf30l 5
ELEV(. 8.5. 5f0kAa VOLUK - �45. 6FKt. 50;: 5LOPE
\ 0 C F . WIfH Pi�t9ArIlA, n0 / '`'` \ � Q � underara�nd electric
CONC PAVING 9.3� NOr P15T1 J r 50L IN9M A/ U Aerial ,�t R1 itr �
\ 17i2IP LII� 0F E�� ti�ES,
+ATE x 8.42 9.71
�0 01 MATCH EXI5 61ZAnE Af FFOMPry LIW �( r cow,
OCTAGONAI\-.4
concrete
. l010Asphalt
SIGHT TPIANC,LE-�\r SIGN LE11 RS PJnA" oN NALI. A .4 - 5T(Y 51GN c 71 -�i �+ ,�vfu,L 3 P.Cs c
t 60' INGRE55/ c6PE5,� &
I I! T50 Peet
6 COMPACT 12 L C,�
095 L 1095 UTILITY EASE�'VIENT KNC�1`JN I0�95 10.95 ,� 6 COMpAGTEa Ll 13.1p �ubic feet
A5PH. [90V WAY � A5 RgNCrPOAn # A51PH I -5r, - VE�0 D �J �xpaslm J&nt
,
�,DV C;ouered cr Cover
-}} O.0 N _ D �1/ C 41r crnd rt owr anit
� , '/ A/V---7 A/
� • C
tK MAiCH EX15 CAM AT EA5EMEN1 LINE 0 1,1� -r 9.24 xis�ir�+ elevat ia"
cb� g �'!� IZ.O ❑ 50 10 C ai6ur elevatim
5 5 246
D ACH 51nE vr--� eur�of f' flow Qirectia►7
130rfom ELEV 9.0 WOOD ST O' D(.TAG�OIVA,. 1310 proposed ele *zr
TOP Uv� 10 0 (TYPICAL) 51 OP 51GN
VOLUME Tl115 IT, MOVE po 5 & >< Water valve
LENGTH 980 CY �o°` GATE w1111N >
fire hydrant
�- �� �.
EASE N1'
vV M Wader mar
x New chaff► l A fence
-x- �Xl5tmq than 1mk Fence
0
. �o
1. 2'-C" -I
14' TYPE C STABILIZATION
6" MIN. LBR 40
12'-6" LIMEROCK (8" N
12' ASPHALTIC CONCF
1" FRICTION COURSE TYP
OVER
I" STRUCTURAL COURSE T
E" 2"R
3"R
1 ,-0„
11211 7
6„ 6„
2'-0„—�
PROVIDE CONTRACTION JOINTS AT 10' CENTERS (MAX)
TYPE F CURB AT CONCRETE PAVING
(N.T S,)
CENTERLINE OF EASEMENT
KNOWN AS RANCH ROAD
SYMMETRICAL ABOUT CENTERLINE
SEE PLAN FOR ELEVATIONS
EXCAVATE 4" BELOW TOP OF
LIMEROCK FOR BOTTOM OF SOD
TYPICAL SECTION FOR RANCH ROAD
(N.T.S.)
PROVIDE C`y'IiTiY4710N JOINTS AT 10' CENTERS (MAX).
TYPE F EJR-< AT ASPHALT PAVING
(N.T.S.)
END OF DESIGN DEPTH (SEE PLAN)
ENO OF PAVING (SEE PLAN)
2GREEN OVERHANG ASPHALTIC CONCRETE
OR CONCRETE
PRE -CAST WHEEL
o ° 1
STOP 6'-0' LONG I
SUBGRADE COMPACTED TO
95% OF A.A.S.H.T D T-180
WHEEL STOP - PAVED PARKING (UNPAVED SIMILAR)
(N,TIS,)
1 /4" MAX.
D/
SUBGRADE COMPACTED TO
95'/. OF A A.S H.T O. T-180
SAWED JOINT DETAIL
(N.T S.)
EDGE 1/4' MAX RADIUS
KEYWAY FORMED BY
/ FASTENING KEY TO FORM
.a
SUBGRADE COMPACTED TO
95% OF A.A,S.H.T.O, T-180
CONSTRUCTION JOINT DETAIL
(N.T.S,)
2
12„
6"
L V
4"
N�'--CENTERLINE OF
PAVEMENT SYMBOL PARKING SPACE
SHALL BE WHITE IN
COLOR AND INSTALLED
PER FDOT INDEX No. 17346
PARKING BY
DISABLED
PERMIT �
ONLY
R 1.5 FFT25
DOT - 7355
r1l'
250 FINE 6"
12
SUPPLEMENTAL PLATE WITH 1'
SERIES C BLUE• LEGEND AND
A 112' BLUE10 BORDER ON A
WHITE BACKGROUND NOR BLACK
(UNINCORPORATED AREA)
SYMBOLS
UE
EXIS,
C❑NC
ELEV,
S. P.
C.P
EJ
CQV
A/C
OR
+ 9.24
10
V Ir-�
WHEEL STOP
OR 'URBING
4' SOLID BLUE
STRIPING 'INTED TO
MATCH SHADE 15180
OF THE FEDERAL
STANDARDS 595a ----_
4' SOLID
WHITE STRIPE --
AVEMENT
SYMBOL (OPTIONAL)
SOLID W4;7E
RIPING (T-�)
PARKING
2"
SPACE
20'
NOTES
1. TOP PORTION OF FTP-25 SHALL HA'vE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTI'vE SYMBOL AND BORDER
BOTTOM PORTION SHALL HAVE A REF-ECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
2 PERPENDICULAR AND DIAGONAL HANDICAPPED PARKING STALLS
WILL BE 12 FT WIDE AND 20'L❑NG %;ITH A 5 FT. WIDE
ACCESS AISLE ADJACENT TO EACH STALL. THE 5 FT. WIDE
ACCESS AISLE MAY BE SHARED BY Typ ADJACENT HANDICAPPED
PARKING STALLS.
3. PARALLEL HANDICAPPED PARKING STALLS WILL BE 12 FT, WIDE
AND 22 FT LONG WITH A 5 FT. WIDE ACCESS AISLE ADJACENT
TO EACH STALL
4, ALL HANDICAPPED PARKING STALLS, 5 FT SIDE ACCESS AISLS,
HANDICAPPED RAMPS AND ACCESSIBLE ROUTES MUST BE PAVED.
5. ALL HANDICAPPED RAMPS SHALL BE A MINIMUM OF 44' WIDE
EXCLUSIVE OF THE FLARED SIDES VITH A MAXIMUM SLOPE OF
1211. RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH
FDOT INDEX No. 304.
6 ONE FTP-25 OR FTP-25 SIGN ',WITH ;UPPLEMENTAL SIGN IS
REQUIRED FOR EACH HANDICAPPED PARKING STALL.
7 BOTTOM EDGE OF SIGN TO BE 7• 0' ABOVE PAVEMENT.
8. BLUE STRIPING SHALL BE TINTED Tr MATCH SHADE 15180
OF THE FEDERAL STANDARDS 595a.
Underground electric
Exis Ling
Concrete
El e vo tion
Square r ee t
Cubic Feet
Expo-nsiDr joint
Covered or Cover
Air con �/tIoner unit
Grade
Exis t ng el e vo tion
con -tour elevation
RUno+ f flow direction
Proposed elevo tion
Wa ter valve
Eire hydra n t
GPS point
10 COURSES RINKER
TYPE T11 OR EQUIVALENT
LADDER TYPE REINFORCEMENT
f ALTERNATING COURSES
4' + - #4 GRADE 40 REBAR IN
FILLED CELLS @ 80" MAX.
FINISH GRADE
�-12" HOOK
#4 GRADE 40 REBAR
CONTINUOUS 3 PLACES
l�
3- 4 ����I 3000 PSI CONCRETE FOOTER
TYPICAL SECTION FOR CURVED MASONRY WALL
(N.T.S.)