SW7050926_APPROVED PLANS_20060613

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7,1) 5aq Z�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYM M DD

t -. - . .. . - . ... .. _-- _. . . ; . .-. . .. _ _. _ ,,_- _ � i.Imo.-
rrVp -70S-o9Z�p
YARD SIGN NOTE
_ ALL SIGNS SHALL BE ERECTED, ALTERED,
AND MAINTAINED IN ACCORDANCE WITH
THE PROVISIONS OF SECTION 20-451 THRU
469 OF THE KITY HAWK TOWN CODE
1
1 -
-
-
\ - - - D PRO
PA7
1 -
-
D PROP, CONCRETE
\ 27O PAVEMENT (TYP.)
\1
1 A PROP. TYPICAL ;fir,
STRIPING
KrM HAWK FIRE STATION
Pavement Section Storm. rater Storage
AREA
E 'QRA€NACAEk
1%R!R CELL
1" rRAEt3r-ALL "TERRr�.C� TERRA CELL
&k& TE RRAC:E LL
TOTAL
AREA
A13EE4
VOLUME:
8 " rt EK, GRR i
1 i" 1 E EECAhE€
12" Ti EEC GRAVEL
STORAGE
WLl ME.
E ME
V�3E"€.3ML
VOLUME
c
AC
cE
C
.
F
CP
1
0.04
0.03
152,36 .
104.09
20.5,07
411.74
782.30
2.
0,14
if.10
492.E
515.55
6".44
128618
2448.88
3
i1:tr4
t},44
159.26
187.31
234.13
468.26
889,70'.
PROP, HANDICAP B
STRPING 27O \
\ PROP: YARD SIG _ \ 0
F /' \
'ROP. FLAG -POLE ,%
3EE ARCH. PLANS \ STOP SIGN
H KEYED] CONSTRUCTION 27O JQ JT DETAIL (KJ)
'HNN CONTROL JOINT
27O DETAIL (CJ)
d�.
\ a ` d'
VOP. CONCRETE ° e /\ `" r d' ° /
oAVEMENT (TYQJ \ !4 \
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rd n /
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neerin�
WASHED STONE 1.5' CONCRETE
8" DEPTH BAY MARKERS
8' x20' TERRACELL GRID 140
4 BIAXIAL GEO-GRID
TERRA GRID B120
OR EQUAL
PAVEMENT SECTION A -A
GEOFABRIC
\'I
Moretz Engineerin
Civil Design
Land Planning
Environmental 5tudiEz
104 North Dilling Street
Kings Mountain, NC 28M
Telephone 704-739-E M
FAX [phone]
email: [e-mail]
file:4104BASE
SCALE-NTS SCALE' i"-2C'
0 10 20 40
X �
Atlantic
�. Ocean
o p
QC, Q^
�s
s
158
Midgett Rd.
o SR 1212 SITE
� � O
C
� � 4
N
a �
m -O
a �
VICINITY MAP
GENERAL NOTES
I. PARKING 1
REQUIRED - I SPACE PER 500 SQ. FT. GROSS FLOOR AREA
- 14,637± SQ. FT. / 500 - 30 SPACES
PROVIDED a 29 SPACES
2 H/C SPACES
31 SPACES
2 REFER TO SHEET 2.20 FOR THE STAKING PLAN.
3. REFER TO SHEET 2.30 FOR EROSION CONTROL PLAN, .
4. REFER TO SHEET 2.40 FOR GRADING PLAN,
5. REFER TO SHEET 2.50 FOR DRAINAGE PLAN,
6. REFER TO SHEET 2.60 FOR UTILITY PLAN.
6, REFER TO SHEET C2.70 FOR SITE DETAILS. •WARP-
7, ALL DIMENSIONS ARE MEASURED TO BACK OF CURB OR EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED.
8. IMPERVIOUS AREA, ROOF - .33± ACRES
CONCRETE/PARKING - .48± ACRES
TOTAL - .81± ACRES 42181 OF LOT
9. MODIFIED STORMWATER DISCHARGE
A - ROOF RUNOFF STORED FOR REUSE,
B - CONCRETE SIDEWALKS DISCHARGE TO SURFACE
AND PARKING AREA
C - A PORTION OF THE CONCRETE BAY APRONS - RUNOFF
DISCHARGED TO GROUND RECHARGE,
10. Mo&WR0A I EA: ROOF - 0.00± ACRES
CONCRETE/PARKING -.48± ACRES
AP'PRCVETOTAL - .48± ACRES 25.0% OF LOT
NORTH CAROUNA ENWIRMAENTAL
MANAGEMENTCOMSM
DIVISiM OF WATER 0A ITY
;',A ,-tLS T v'c ,
rep 14,c-%..
LEGEND .. i9houl
PROPERTY LINE
EXISTING RIGHT OF WAY
- -- - - - EXISTING EDGE OF PAVEMENT
- - - -- - - ---- - EXISTING SETBACK
PROPOSED CENTERLINE
PROPOSED EDGE OF PAVEMENT
PROPOSED CONCRETE
- - - - -KJ- - - - -- PROPOSED KEYED JOINT
PROPOSED CONTROL JOINT
V
Project No.
1099
Date
08.17,05
Drawn
ATH
ked
ABM
Revisions
Qi 08.29.05 A 02.23.06
® 09.08.06
Q3 0920.05
® 09.2fO5
5 09.26.05
09.27.05
7 10.04.06
8 10.10.05
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= X 40.1 f 0 M 0.68 472.40 590.50 1181.00 220,90
158
yo _ TOTAL fl.3 D.28 ,-F1;' 13S&.95 987.93 349.87
1 6 J \
� a
y gy l VA' � - -- �� USED 30VOID SPACE REDUr-ER 8Y 40 96 FOR CLOGGING Nav�k F�
fl ` _ e� \ •* U3Et 15c'9� VOID SPAS
::.USED 30%VOID SPACE Midgett Rd.
\ o SR 1212 $ITE S'
6
~ ` �` 6� �� I I 1 t8 i:S T#^� "�4�k..UMe OF I'" �. -0 0 0 rGS
PAVEMENT SECTION CA hi S ORE l" RAINFALL AND tS A iD FILTER TO TREAT STOF;MWATER � ° � Q o
0� ` / S A - BEFORE 5TORMWATER REAL E$ GROUND WATER. THE WATER TABLE <IS ELEVATION 2. THE
R' �+. /Y � It LOWEST ELEVATION OF THE BOTTOM OF THE PAVEMENT SECTION IS ELEVATION4..34 WHICH a � � 7J � • o
' +y. f �\ �/ `{ • a
�PROVIDES A MINtl+ktiM OF 2,34 FEET OF VEfRTiCRL TREATMENT, THE DEPTH INCREASES AO0ao �\ THE PARKING AREA SLOPE UP TO THE BUiI"I�fNO a L
N69,
�p 9, 4 r b Kitty
A1� \ HawkQay
0)
J r
age \ \ .4 ,k� \° VICINITY MAP
2 GENERAL NOTES
6.7
\\ \\ + 8,93 .4
+ �� \ \\ I. TOPOGRAPHIC INFORMATION FROM A SURVEY BY:
SEABOARD SURVEYING E PLANNING, INC.
\ `
6 W
f 1 + \ yh \ \ 103 W. WOOD HILL DRIVE - UNIT F
\ 9.5 \ \ \ \ \ P.O. BOX 58 NAGS HEAD,N.C. 27959
\ ` \ IN, 252-480-9998
-4 },: 9 5' �` \ \ \ \ 2. ALL PROPOSED SPOT ELEVATIONS WITHIN PAVED AREAS
1 ` • I _ o \ \ \ ARE AT PROPOSED BOTTOM OF CURB UNLESS OTHERWISE
IS ` +�'1 +y \ \ O 0` ) +�y \ \ \ NOTED.
3, PROPOSED CONTOURS AND SPOT ELEVATIONS ARE
\ ` \ tn ,`� i �, \ h FINISHED GRADE.
4. REFER TO SHEET 2.20 FOR STAKING PLAN.
9.9.7` NN 5. REFER TO SHEET 2.21 FOR STRIPING PLAN.
95 7 E _ 1 0 / - \ \ 6. REFER TO SHEETN.
2.30 FOR EROSION CONTROL PLA
2 0. / \
_ � / 7. REFER TO SHEET 2.50 FOR DRAINAGE PLAN.
7. REFER TO SHEET 2.60 FOR UTILITY PLAN.
\ \ S 83 ' 1 ' \ ` ` 8, REFER TO SHEET 2.80 FOR EROSION CONTROL DETAILS.
?
1 \
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ON
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r � h NEBERTQY 4 \ \ \ / � / +�O
�\ / 5 ya Mo r e r z Moretz Engineerin
"O Civil Design
*4A-1 Land Planning LEGEND
• �o / \ � Environmental Studies PROPERTY LINE
104 North Dilling Street
Kings Mountain, NC 28066
\ ! '0 Telephone [phone]CO - - EXISTING RIGHT OF WAY
y En9 i n e e t t ng FAX [phone]
email : [e-mail] - - - EXISTING EDGE OF PAVEMENT
WASHED STONE 1.5' CONCRETE file:4104BASE
d' , 8" DEPTH BAY MARKERS - - - - - - - - -
yo f 8' x20' TERRACELL GRID 140 � EXISTING SETBACK
PROPERTY LINE
PROP. BUILDING ' 1 ELEV. O
GRADE ` / \ "4 WETLANDS LINE
KITTY HAWK K FIRE STATION
Pavement` Section Stormwater Storage
iTEAC
RRAC„
1"RIAFALL ERRACED -TERRACELL
TERRACEt�
TOTALCil
AREA
AREA
VOLUME 8 " YhItC, GRAVir1 12• it•IK SAND 12" TI1IC GRAVEL SiC3RAOF
VOLUME. VOLUME
VOL{.BNIL
VCR UMI-
AC
AC
CIF CF CF
CF.
GI`::.
1
0.04
0.tl3;
152,38
104A9 205.41
411.74'
i8Y.3€i
0
2
0,14
0.10
492.44
S15,56' 644.44
1.88
2448,88
0
3
A p4
0 Ca
1 �x9 25
1$7 3Q ` 23413
7
s
BIAXIAL GEO-GRID - - EXISTING CONTOUR
TERRA GRID BI20
OR EQUAL - PROPOSED CENTERLINE
. :
D \ ;' Y' I 4' 1 RAIN O' ,
EP TED PER SURVEY 33' D �i
FAB77-7
R P GEO 1C PRO P � PROPOSED EDGE F PAVEMENT �, � O T
FFE - 10.0 !\ 1 / F M 'STYONS SURVEYING
ERVICES' TITLED "404 , O o o bO0 PROPOSED CONTOU12
f \ / WETLANDS FOR J,K.E. O O
BULKHEAD BULK14EAD rj ` ` , 1 J / \ \ EVELOPMENT, LLC" DATED bra
r \ /\��/���\��\ \��////���/��� a PROPOSED SPOT ELEVATION
ELEV. 2.0 \1 `\ , ` , y 0 /07/04 DRAWING N0. //. /� /�, 5 �
ELEV. 0.0 \ �'` �° 0 92W SAND WASHED
\ \ , 12" DEPTH STONE I I I PROPOSED DENUDED LIMITS
12" DEPTH
1\\ `\ \ 1 , �''.� SHAM AREA OF UNSUITABLE MATERIAL B-2 e APPROXIMATE BORING LOCATION
SECTION B-B r \ \ ,�. TO -BE UNDERCUT TO ELEVATION 2.0 PLACE PAVEMENT SECTION A -A
A SCALE-NTS �- , 1OFABRIC AT ELEVATION 2.0 AND BACKFIL
ZL
\ \ / WITH COMPACTED ABC STONE TO SUBGR DE.
AT ELEVATION 4.0 PLACE GEOGRID MATERIAL
BELOW CONCRETE PAVING.
mw-
_ `•
01 10 20 40
Project No.
1099
Date
08.17.05
Drawn
ATH
ked
Checked
BM
Revisions
Qi 08.29.05 ® 02.23.06
® 09.08.05 Q 03.29.06
3 09.20.05 ® 05,03.06
09.21.06
9 09.26.05
09.27.05
7 10.04.05
8 10.10.05
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NOTE;
I. CONCRETE BLOCKING IS TO BE
FORMED TO INSURE ACCESSIBILITY
TO FITTINGS AND POURED AGAINST
UNDISTURBED EARTH
2 ALL CONCRETE TO BE 3000 PSI
VERTICAL HEIGHT
"C" DIMENSION
NOMINAL
DIAMETEP
A
B
C
TRENCH
WIDTH
UNDER 4"
1'-0"
1'-6"
1'-0'
2'-0'
4"
I'-O"
1'-6"
1-0
2-4
2'-4'
6'
2'-O"
1'-6"
1'-0'
2'-6-
8"
3'-0'
1'-6"
1'-6"
2'-8"
10"
3'-0'
2'-0"
2'-0"
2'-10"
12'
4'-O"
2'-4"
2'-0"
3'-0"
2' AND 45" BEND22-I/
BLOCKING DETAIL
NOTES:
PIPE SHALL BE BEDDED IN SAND, GRAVEL, OR
CRUSHED STONE TO DEPTH OF 6". BACKFILL SHALL
1. BE PLACED IN MAXIMUM 6" LIFTS AND COMPACTED
TO 12" ABOVE THE TOP OF THE PIPE AT 851
STANDARD PROCTOR, AASHTO T-99.
2. ADDITIONAL BACKFILL SHALL BE PLACED IN
MAXIMUM 6" LIFTS AND COMPACTED TO 90%
STANDARD PROCTOR, AASHTO T-99.
GROUND LINE-
VAR[
12"
COMPACTED ---�/\ WATERLINE
BACKFILL
6" BEDDING
MATERIAL ;.;.r�lt'';'.''''�ti�,.;r;''.:a•'^''M��'�:.";r,.:rYr";'w:
LAYING CONDITIONS
SCALE-NTS
FOR PVC (TYPICAL) �°`E'"`s
TRAFFIC WEIGHT RECESSED —
CLEAN OUT FRAME AND CAP
PLUG HERE FOR END OF—\
LINE OR PROVIDE LONG
RADIUS ELL AT END OF LINE
GRADE
14"x14'x4"
CONCRETE SLAB
WYE FITTING
CLEAN- OUT AND FRAME,
SCALE-NTS
TFF A B C
PLA
�LQCK�G DETAIL FOR TEE
SCALE-NTS
OMITTED
,-. \TPENCH DRAIN DETAIL
t7 1
SCALE-NTS
IEEE i
—I I �—I
� I I I � I —I I I�"I �11--i
I
8 =1 ! ICI
I LEI ll=1 I I=1 I
I II;
1
DETECTION TAPE OVER NON-
III - III
III I I -I I
F PIPE MATERIAL
FERROUS S
Iq � 1
III-
VALVE BOX
.
=I I I=
DIP
I —
DIP 0 +
PSI
0 ° CONCRETE PAD
I I I-1
III III
#3 WASHED _I
-I I
o
STONE
—III 118� -O; 1._4"
GATE
1•_O" VALVE
MiN
MIN.
PVC
WATERLINE
FIRE
HYDRANT
DETAIL
F
SCALE=NTS
8' HDPE —
STORMDRAIN
ELEV. "A"
ELEV. "B"
Vulcan V-1384
Rings E Covers
Brought To Grade
By Contractor
1000 GALLON GREASE TPAP(TRAFFIC RATED)
SCALE-NTS
8" 20' -0" 8"
8"o x 4" Deep Lifters
Knockout
36"x36" ALUMINUM
BILCO FRAME AND
DOOR WITH LOCKABLE
LATCH- GRIT CHAMBER rtI
— TO HAVE TRAFFIC WEIGHT
} 36" ACCESS DOOR 5
e
8"m x 4" Deep
Knockout
36"x36" ALUMINUM
BILCO FRAME AND
DOOR WITH LOCKABLE -
LATCH- GRIT CHAMBER =1
TO HAVE TRAFFIC WEIGHT
36" ACCESS DOOR
MANHOLE
STEPS o 16"O.C.
8" HDPE
STORMDRAIN
5'
8" SOLID
MASONARY WALL
STAINLESS STEEL
TRASH SCREEN
TYP. 3 SIDES
��Z'r5
10,000 GALLON HOLDING TANK
G
STAY -RIGHT IOKPT OR EQUAL
HOLE ST PS
016" O.C. 12" NDPE
STORMDRAIN
TO PUMP STATION
C
O
-k`
Innprinv3d On Tank:
SRTC
PT-185
10,003 Gal
Date 0f Mfg
TO
ELEV. "C"
EO
12" HDPE
STORMDRAIN
TO PUMP STATION
DMarnall:
oretz Engineering
Civil Design
Land Planning
Environmental Studies
104 North Dilling Street
ings Mountain, NC 28086ne
Telepho704-73940WFAX 704-739-4M
ai®rnorebwg,=n
flle,4104UfD1
300-32 FILTER
SOLID MASONARY WALL
TRASH SCREEN
SCALE=NTS
Project No.
1099
Date
08.17.05
Drawn
ATH
ked
ABM
Revisions
A 0829.05 A 02.23.06
09.08.05 A 03.29.08
3 09.20.05 ® 08.03.06
09.21.05 ® 05-09-06
3 09,26.05
00.27.05
7 10.04.05
e 10.10.06
9 10.26.05
M
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T -i 3 'r, - � 1. f if � f' •:
I } �

SOLID GRATE
TRENCH DRAIN GRATES ARE TO
BE SET LEVEL ACROSS THE NARROW
SECTION AND SET WITH THE CROSS
SLOPE ACROSS THE LONG SECTION,
SLOTTED GRATE
F�
TYPE C GRATE -NEE NAH F<XX%MY D COVE?-NEEVAH FOUNDRY
R-4999 SERIES HEAVY DUTY R-4999 SERIES HEAVY DUTY
TRENCH FRAME E COVER -OR TRENCH FRAME E COVER -OR
EQJA ECIIJAL
TOP,
f
SAND GRAN SIZE TO
13E LESS THAN 2MM
-RAN X)R-TERRA FIBER
FILTER SOCK -OR E AJA-
NV. OUT
SEE 0-IART
CONCRETE TORE NCH B A
RANCOR b SINGLE WALL
TYPICAL SECTION A -A PERFORATED PIPE -OR EQUAL
.OvV
FLOA
TRENCH DRAIN SAND FILTER DETAIL
(3) I2" HDPE INLET PIPES �
FROM 10,000 GAL.. GRIT F----
CHAMBERS ELEV. - -0.9a
MANHOLE
s
a
_ 48 DIA. _
CONCRETE WET WELL
TYPICAL PLAN VtEVV
SCALE=NTS
C HFC'.V UV FILTER
n n�iTr-.ni i rr.
TO .,'oTER CLOSET
TO FILL PORI
TO I
o )I, STORM WATER RECLAMATION SYSTEM
L v 1
6" SCH 40
SOLID PVC
ONO' -
SPUTTER
BOX
6" SCH 40
SOLID PVC
OVERFLOW
FROM WET
WELL
PUMP ALARMS IN PUMP CONTROL PANBEL
L H-O-A SWITCHES
2. HIGH TEMPERATURE ALRM 12N12"
3. SEAL FAILURE ALARM SPUTTER
BCX
4. BATTERY POWER FAILURE ALARM
' ELEV, 6.5
o GRE COVER
PUMP ON
SVI - CLOSES
T
12" SCN. 40 PVC OVERFLOW
SV2 OPENS
TO SAND FILTE7e
INV. OUT ELEVATION - 5.40
SV3 - CLOSES
(TO BLADDER
TANK IN
PUMP OFF
RCOM 104)
2" SDR 21 PVC
SVI - NORMALLY CLOSED IS OPENED FOR DOMESTIC
TO BLADDER TANK
WATER SYSTEM SUPPLY
INSIDE ROOM 104
SV2 - NORMALLY OPEN IS CLOSED
FLOAT SWITCHESSV3
•- NORMALLY CLOSED IS OPENED
PUMP ON E - C).i
CONSTRUCTION
LOW WATER E - -0.85
BYPASS
L MYERS ME SERIES 50 EFFLUENT PUMP
120 VOLT, SNGL.E PHASE, V2 HP, 7
DISCHARGE WIRED TO PRESSURE SWITCH
AT BLADDER TANK IN ROMM 104
2 2" GALV, DISCHARGE PIPING
3. 2" BRONZE SWING COCK VALVE
4. 2" GALV. UNON
5, 7 GATE VALVE
A
6, GALV. LIFTING CHAIN
STORM WATER RECLAMATION SIMPLEX PUMP STATION
SCALE-NTS
ELEV. = 5.0
ELEV. - 4.0
6" SCH 40
SOLID PVC
OVERFLOW
FROM WET
WELL
ELEV. `.58
b
-
--------------_._.._------------------•--
O
p
—
—
—T_.--------..._.------------------,.._..�
0
C-
-
_..___----------_.._....._.._---------------._...._.�
O
cn
PLAN VIEW
6" SCN 40 =57 WASHED NONWOVEN NEEDLE
SOLID PVC FINISH GRADE ELEV. = 7.0 STONE � PUNCH GEOTEXTILE
i rr.rn IRntrV nr7) t-_nr In
257 WASHED
STONE
FINISH GRADE
NONWOVEN NEEDLE -
PUNCH GEOTEXTILE
LINQ 180EX OR EQUAL
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END SECTION
SCALE=NTS
FABRIC REV.
SCALE=NTS
r e r z Moretz Engineering
Civil Design
Land Planningtudi
Environmental Ses
104 North Dilling Street
Kings Mountain, NC 2M
Telephone [phone]
FAX [phone]
email: alOrnoretzeng.00m
tile:4104U [)3
Project
No.
1099
Date
08.17.06
Drawn
AH
Ch eked
ABM
Revisions
k 0829.05105-09-06
02.23.08
00.08.05
03.29.06
Q3 09.20.0605.03.08
09.21.05
5 09.26.05
09.27.05
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158
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/ ` �� W Midgett Rd. K1tti`5'
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\ \ - \� w \ VICINITY MAP
\ AL. � � \r � \
SAND F1L \ \ GENERALNOTES
\ '♦` [�i \ ` \ ` \ \ \
\10, 000 / ♦ 1 \ \ F \ I. TOPOGRAPHIC INFORMATION FROM A SURVEY BY,
00 ' + SEABOARD SURVEYING 8 PLANNING, INC.
\ — PRO T WELL \ \ \ 103 W. WOOD HILL DRIVE -UNIT F
j�
\ e 1 - 1 12 OLE \ � � \ \ � � � ® P.O_ BOX 58 NAGS HAD, N.C. 27959
\ \ \ 2. MAXIMUM DISTANCE BETWEEN CLEANOUTS ON THE SANITARY
SEWERLINE IS 75'.
\ 3. LOCATION OF SANITARY SEWER LINE TO BE CORDINATED�' 1 \ WITH PLUMBING PLANS.
-- — 2 - 1 CLASS IV 4. ALL BENDS IN WATERLINE SHALL BE RESTRAINED,
'\
■
e 115 u"0 TI cR No \ \ 5. ALL TAPPING SLEEVES SHALL BE "WRAP AROUND" TYPE.
\ ` F 5 } WARNING POST \ O
�\ CONSTRUCTED FROM WELDED TYPE 18-$ STAINLESS STEEL.
\ o
OR 8, GAL. 1 _ 6. ACCEPTABLE FIRE HYDRANTS SHALL" BE MUELLER "SUPER
\ tPspHP ITT al E -- '� 0 0 1 / — \ CENTURION" OR AMERICAN DARLING MARK 73 CLAW
♦ / FILTER# ^� \ MEDALALLION OR KENNEDY K-81 OR GUARDIAN.
PROP. 8,000 /G
g GRIT TANIG s*3 \ 7. DISINFECTION AND FLUSHING REQUIREMENTS SHALL BE
A It \ \ PERFORMED IN ACCORDANCE WITH NCDENR REGULATIONS.
/ / $
L
\ FIL $ �J -- -`� \
9. METER BOX SHALL BE AS REQUIRED BY MOORE COUNTY
PUBLIC UTILITY DEPARTMENT.
10. REFER TO 51 EET 2.20 FOR STAKING PLAN.
II. REFER TO SHEET 2.21 FOR STRIPING PLAN.
12. REFER TO SHEET 2.30 FOR EROSION CONTROL PLAN.
c C 10
.O 13. REFER TO SI-EET 2AO FOR GRADING PLAN.
--•?y � �4 �..•- - � / �� / 1 1 � \ \ I „ �a / � E4. REFER TO Sl-EET 2.50 FOR DRAINAGE PLAN.
la REFER TO SHEET 2.90 FOR DRAINAGE/UTILITY DETAILS.
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F M 'STYONS SURVEYING
ERVICES' TITLED "404
\ WETLANDS FOR J.K.E.
EVELOPMENT, LLC" DATED
` /07/04 DRAWING NO
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SCALE 1 1"=201
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PROPERTY LINE A
— —
EXISTING RIGHT OF WAY
— — — — — —
EXISTING EDGE OF PAVEMENT
— — — — — — — — — — —
EXISTING SETBACK
— ---- 6 0
EXISTING CONTOUR
PROPOSED ROLL CURB
—
PROPOSED CENTERLINE
PROPOSED EDGE OF PAVEMENT
6CC
PROPOSED CONTOUR
PROPOSED STORM DRAIN
W W
PROPOSED WATER SERVICE
G G
PROPOSED GAS SERVICE
SS SS
PROPOSED SEWER SERVICE
ENTIRE DRAINAGE PLAN HAS BEEN REVISED
,V
Project No.
1099
Date
08.17.05
Drawn
ATH
Checked
ABM
Revisions
Q 011.29.05 ® 09.27.05
Q 09.08.05 Z 10.04,05
3Q 09.20.05 Q 10.10.06
® 09.21.05
Q 09.26.05
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