SW8051219_APPROVED PLANS_20060220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWI�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

m I ❑ ❑ ❑ 131
FISHER
STREET
BRIDGES
STREET
TE�
US HWY.
70
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TO
A TLANTIC
BEACH
LOCATION MAP
SCALE: N.T.S.
GENERAL NOTES;
1. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE OWNER OF ANY
UNACCEPTABLE AREAS AND FOR INSPECTION OF SUBBASE PRIOR TO PAVING ASPHALT
DRIVES.
2. PROPOSED ACCESS DRIVES TO BE FLUSH WITH EXISTING PAVEMENT. CARE SHALL
BE TAKEN AT BRIDGES STREET, HWY. 70 AND 23rd STREET,
3, ALL CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES,
HANDICAP RAMPS. ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE
RIGHT-OF-WAY SHALL CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS
AND REQUIREMENTS.
4. CONTRACTOR SHALL REPAIR EXISTING ELEMENTS FOR AREAS OUTSIDE THE PROPERTY
LINES (I.E. SIDEWALKS, PAVING, LANDSCAPING, ETC.) AS REQUIRED BY OWNER
OWNER AND/OR GOVERNING AUTHORITY AT HIS EXPENSE,
5. SEE ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS AND EXTERIOR RAMP
DETAILS,
6. CURBING DIMENSIONS ARE FROM FACE OF CURB TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
7.. SLOPE SIDEWALK AWAY FROM BUILDING AT 2% SLOPE,
8, CONTRACTOR TO PROVIDE A UNIT COST FOR ROCK REMOVAL PER CUBIC YARD AND
PROVIDE A UNIT COST FOR POTENTIAL BAD, SOIL REMOVAL AND REPLACEMENT PER
CUBIC YARD.
9. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR
DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING CONSTRUCTION
ACTIVITIES.
10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ILLUSTRATED
KNOWN UNDERGROUND ELEMENTS, ADDITIONALLY, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE ILLUSTRATED DESIGN,
11. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF
ALL CONSTRUCTION ACTIVITIES AT THE JOB SITE,
13. CONTRACTOR SHALL ADHERE TO LOCAL AUTHORITIES AND ALL APPLICABLE OSHA
REGULATIONS DURING CONSTRUCTION ACTIVITIES.
14. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE
LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS. UTILIZE SIGNS,
BARRICADES, ETC., TO ENSURE THE SAFETY OF THE PUBLIC.
15. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH TOWN OF MOREHEAD
CITY AS REQUIRED.
STORE #10434
KELLEY AUSTIN PROPERTIES, LLC
23rd STREET & US 70
MOREHEAD CITY, NORTH CAROLINA
NOVEMBER 29,2005
CIVIL ENGINEERING SHEET INDEX
SHEET TITLE
COVER SHEET
DEMOLITION PLAN
SITE PLAN
GRADING AND EROSION CONTROL PLAN
STORMWATER MANAGEMENT PLAN
UTILITY PLAN
LANDSCAPE PLAN
VEGETATIVE STABILI
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
ZATION
RAI NSTORE 3 DETAILS
SHEET#
C-0.0
C-1.0
C-2.0
C-3.0
C-3.1
C-4.0 X
L-1.0
L-1.1
C-5.0
C-G.0 ,y\
C-7.0 x
C-8.0
C-9.0
C-10.0
-2-p-&- -0)4-
tAP �
NOS T R f>' 011NA ENVIRONMENTAL
N E` LENT Co�vIMISSiON
DIMS',ON OF WATER OUAUTY
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140291
N.T.S.
JOB No.
SCALE
TLB
SHEET
DRAWN
C-010
DEG
CHECKED
16. DRAINAGE AND UTILITY EASEMENT OVER EXISTING PUBLIC UTILITIES MAY BE
AUTOMATICALLY RELOCATED AND CENTERED OVER RELOCATED PUBLIC UTILITIES WHEN
PIPES ARE INSTALLED TO TOWN OF MOREHEAD CITY STANDARDS.
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11/29/05 -----
DATE FILE No.

DEMOLITION PLAN NOTES
1. PRIOR TO ANY DEMOL177ON WHICH WILL UNCOVER ERODIBLE GROUND
SURFACES, ALL APPROPRIA TE EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE FUNCTIONAL.
2. CONTRACTOR TD REMOVE ANY TREES AND LANDSCAPING AS
REQUIRED TO PREPARE SITE.
J. CONTRACTOR TO REMOVE EXISTING BUILDINGS, PAVEMENT, CURBING,
STRUCTURES, UTILITIES, METERS AND WALKS, ETC. ACROSS SI TF FOR SITE
PREPARA 770N. LOCATE ALL EXISTING UTILITIES' PRIOR TO DEMOLITION WORK,
4. CONTRACTOR TO OBTAIN DEMOLITION PERMIT WITH TOWN OF
MOREHEAD CITY PRIOR TO BEGINNING SITE DEMOIJ T70N.
5. CON TRAC TOR TO COMPLETELY CLEAR SITE IN PREPARATION FOR
PROPOSED CONSTRUCTION,
6. CONTRACTOR TO BE RESPONSIBLE FOR PROTEC77NG ALL EXIS77NG
U77L1 TIES TO REMAIN DURING DEMOLITION AND CONSTRUCTION SERVICES
7. EXISTING ASPHALT PAVEMENT SHALL BE BROKEN UP AND HAULED
OFF SITE. ASPHALT PAVING SHALL NOT BE LEFT IN PLACE AND FILLED
OVER. ALL BROKEN ASPHALT AND 0 THER DEMOLITION DEBRIS SHALL BE
LEGALLY DISPOSED OF OFF SITE
8• ANY TOPSOIL SHALL BE SEGREGATED AND STOCKPILED FOR REUSE
IN LANDSCAPE AREAS
9. CONTRACTOR TO COORDINATE Wl TH U77L1 TY COMPANIES FOR THE
REMOVAL AND/OR RELOCA T70N OF SEWER, GAS, ELECTRIC, AND
TELEPHONE SERVICES
10• CONTRACTOR SHALL VISIT S1 TE AND BECOME THOROUGHLY FAMILIAR
W1 TH EXISTING CONDITIONS PRIOR TO BIDDING.
It. UNDERCUTTING OR STABILIZATION OF LOWER CONSISTENCY FILL
MATERIALS SHOULD BE ANTICIPATED WITHIN LOCALIZED PAVEMENT AND
GRADE SLAB AREAS, SEE GE07ECH REPORT BY QORE PROPERTY SCIENCES.
12, TREES AND LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE
PROTECTED DURING CONSTRUCTION USING TREE PROTECTION FENCING.
13. ALL WASTE MATERIAL GENERATED FROM DEMOL177ON WORK SHALL BE
DISPOSED OF OFF SITE IN ACCORDANCE WITH LOCAL REGULATIONS. NO
OPEN FIRES WILL BE ALLOWED. ASBESTOS MATERIALS, PCB, OILS,
FREON AND ALL HAZARDOUS MATERIALS TO BE DISPOSED OF IN
ACCORDANCE W1 TH EPA STANDARDS
14. SALVAGEABLE FILL MATERIALS FROM SITE DEMOL177ON SHALL BE
TESTED AND APPROVED TO BE ACCEPTABLE ON SITE' BY AN
INDEPENDENT SOILS TESTING LABORATORY. SALVAGEABLE FILL
MATERIALS SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE.
15. STRIP TOPSOIL, CLEAR AND GRUB AS REQUIRED WITHIN
CONSTRUCTION LIMITS
REFERENCES
1. DEEDS.-
DB 856, PG. 94
DS 762 PG 61
DB 680 PG 437
DB 955 PG. 602
DB 9999 PG. 5954
DB 344 PG. 415
DS 513 PG 286
DB 706 PG. 189
DB 626 PG. 166
DB 848 PG. 46J
DB 729 PG. 356
2. "THE OFFICIAL TOWN MAP OF MOREHEAD CITY"
BY; GEORGE J. BROOKS, PE DATED: JANUARY 12,
1939 RECORDED IN; MAP BOOK 1, PG. 139
NO TES: _
1. PREPARED FOR KELLEY AUSTIN PROPERTIES,
2. LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE FROM VISIBLE
SURFACE STRUCTURES AND ARE APPROXIMATE. OTHER UNDERGROUND
U7ILITIES MAY EXIST AND ARE NOT INCLUDED IN THIS SURVEY.
.3. THIS PROPERTY LIES IN FLOOD ZONE X, NOT A SPECIAL FLOOD HAZARD
AREA PER FIRM COMMUNITY No. 370048, PANEL No, 6386 J, DATED
7116103.
4. BEARINGS AND DISTANCES ARE BASED ON NC GRID SYSTEM, NAD'83.
5. R/W WIDTHS ARE BASED ON OFFICIAL TOWN MAP OF MOREHEAD CITY,
REFERENCE No. 2 LISTED HEREON,
6. DUE TO FUTURE DEVELOPMENT PLANS, NO INTERIOR CORNERS HAVE
BEEN SET,
7 BOUNDARY INFORMA TION TAKEN FROM DEED REFERENCED AS INDICA TED
HEREON FROM THE OFFICIAL TOWN MAP OF MOREHEAD CITY RECORDED
1N MAP BOOK 1, PAGE 139.
R/W ------
R/w
SAW CUT EDGE OF'
PAVEMENT PRIOR
TO REMOVAL (TYP,)
EX. CONCRETE PAD
TO BE REMOVED
EX. CURBING TO
BE REMOVED
tiN
S
T8M
MASON NAIL IN ASPHALT
ELEV.! 19.91'
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------_.. gr�TE•talsa� -- R/W
p.�,Eyi-IS.95'�1a�NCP
BA T - ST 5T -
.
EX. WATER APPROX. . .. ...
_. LOCATION. VERIFY IN FIELD
S.R. 1176 BRIDGES STREET 60' R/ (TYP-)
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I a19.R
EX. DRIVEWAY TO TB = 614CNf_I, .7'
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- INVENT p11-77.9q' iCEN rEALR1E1
77777
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-Lute- orr= �r�r W -4
EXI OVERHEAD - `' ' P /` _ _ i �sQP[� •�; raP
S 1/RW Wx C�IRRstp-49' _
ELECTRIC TO BE -
LOT I! x1nRT.Is.1s
REMOVED (TYP.) Art 62B�r717 'r �•
{ ) R.M. �I.fZIA I EX. GRAVEL PARKING LOT TO
aa F LVKASAVACE I BE REMOVED ACROSS SITE PIa
!
EX. ALLEY ,7 Da 8481463 ; g
N I (TYP. )
TO REMAIN I p�� PIN 46.38617r91
EX. SANITARY SEWER : -s a .: Mt1NDD9 8556E �RS1i1P .
TO REMAIN, PROVIDE r '
15' UTILITY EASEMENT ; $'
LOTS 9 & 10 1 ASPHALT DRIW & PARKING
P!N 6J86 f 718 *- Q
C. r SANDERSON
09 6219/7ba � �..: , • � f .
J %% LOTS r2 d 1J •,r I U
4 t' PIN 6,3861718 -
EX. SANITARY SEWER O.E. WWI$ ;
SERVICE TO BE REMOVED OB 72e/356
L:1 sWawwes /- EX. OVERHEAD POLE •;
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PIN 6J86172�r
C.1. SANOnRc,W
D8 706i/189
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PIN 86 f 720
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EX. CURB INLET TO BE : M DB 5rJ/28s De 1 41415 i
REPLACED WITH NEW DROP p
INLET, SEE DETAIL SHEET '.a oHe` N or .,&r,, aP�11E1 �- r
WN9 LT /
9AQ, ntNB= 7.67` 1 F ,�_�lF
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PIN
pl
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EX, SANITARY SEWER !i ;
TO BE REMOVED °
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1IISAW T EDGE OF
PAVEMENT ALONGI
PROPERTY LINE (TYP.)
4.
:
e eRADFoRD PEAR (TW.j
EX, OFF SITE PARKING LOT
TO REMAIN UNDISTURBED
ASPHALT DRIW & PARKING � Q
EX, PAVEMENT TO BE
CURB IWLT ' 1
REMOVED TYP •a•
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wvepl• rz.ti.' C f=--� WAY
SLOT TO BE REMOVED CLOSED EX. SIDEWALK`'
ACROSS SITE (TYP,) EMAIN TaM CONSTRl1CTl0N LIMITS
REMOVE TACX IN A5PNALT /Typ N
EX. WALL TO-BILLBS 1AR-0 U.S" 70 (Arendell Street)WesraoUNO La s EX. DRIVEWAY TO ELry. 'a" -----�
BE REMOVED REMOVE SIG C� _ BE REMOVED (TYP,) {AREA=62,250 S.F�
R/W VARIES (34,000 V.P.D.)
EX. CURB & GUTTER
TO REMAIN
RArL ROAO
EX. HOUSE TO BE REMOVED
INCLUDING SIDEWALK, PORCH
AND ASSOCIATED UTILITIES (TYP.)
DEMOLITION PLAN
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TOTAL SITE AREA: 1.43 ACRES JOB No. SCALE
TLB SHEET
DRAWN
DEG Cwl
30 0 30 60 90
CHECKED
1 " -- 30'-
DATE FILE No.
f 1 •T--; T'- -1; - - •i...'r - r r r- r - - -T - .T _ �r• ' r

ZONING NOTES:
ZONING: CH
ADJACENT ZONING: CH
SITE AREA: 1.43 ACRES
BUILDING AREA, HEIGHT AND USE: SEE ARCHITECTURAL PLANS
PARKING RATIO: 1 SPACES PER 225 SF
PARKING REQUIRED: 65 SPACES
PARKING PROVIDED: 65 SPACES (INCLUDING 4 HANDICAP)
PROPERTY IS NOT IN REGULATED WATER SHED OR IN A
FLOOD ZONE
TOPOGRAPHIC SURVEY PERFORMED BY GREENHORNE &
O'MARA, INC. ON OCTOBER 26, 2005.
TOTAL AREA = 62,250 SF
EXISTING IMPERVIOUS AREA: 57,247 SF
PROPOSED IMPERVIOUS AREA: 57,833 SF
PROPOSED % IMPERVIOUS AREA: 93%
OWNER: KELLEY AUSTIN PROPERTIES, LLC,
1076 W. 4TH STREET, SUITE 200
WINSTON-••••SALEM, NC 27101
CONTACT: MICHAEL KELLEY
TELEPHONE: [phone]
CURBING AND PAVING NQJES,
1. ALL CURB & GUTTER SHALL BE 18" CURB & GUTTER.
DIMENSIONS ARE: TO FACE OF CURB UNLESS OTHERWISE
NOTED, TRANSITION LENGTH OF 20 FEET FROM 18" WIDE TO
EXISTING CURB AND GUTTER.
2. IMPROVEMENTS WITHIN NCDOT RIGHT-OF-WAY SHALL BE
SUBJECT TO NCDOT PERMIT REQUIREMENTS AND INSPECTED
BY NCDOT.
3, CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH,
FLOWING TRANSITIONS AT NEW AND EXISTING ASPHALT AND
CURB TIES.
4. ALL HANDICAP ACCESSIBLE PARKING SPACES SHALL HAVE
AN R7-8F SIGN, SEE DETAIL SHEET FOR H.C. SIGN DETAIL,
5. ALL PAINT STRIPING, PAVEMENT MARKINGS AND SIGNAGE
SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES".
6. CONTRACTOR TO REPLACE CURB AND GUTTER WHERE
WORKMANSHIP IS NOT STRAIGHT AND TRUE.
GENERAL NOTES:
1, SEE SHEET C-1,0 FOR EASEMENTS AND LOT INFORMATION.
2. SEE SHEET L-1.0 FOR LANDSCAPE PLAN.
3. HANDICAP PARKING SPACES, SURFACES AND SIGNAGE PER
ADA REQUIREMENTS.
4. SEE ARCHITECTURAL PLAN FOR SIDEWALK PLANS BY
OTHERS.
5. SEE LIGHTING PLAN BY OTHERS.
LEGEND
EXISTING
NEW
WATER METER
WATER VALVE
FIRE HYDRANT
p�
POST INDICATOR VALVE
P�
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CLEAN OUT
0 cA
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BACKFLOW PREVENTER
M 7F
SS
SANITARY MANHOLE
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SEWER CLEANOUT
000
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DROP INLET
STANDARD CURB & GUTTER'"
CONSTRUCTION FENCE
_w_w_
WATER MAIN
'r"W_W_W�
ss -..-- SS-*-
SANITARY SEWER
--assss—
ST — ST
STORM SEWER
_ST-ST_ST—
#
STREET LIGHT
-SF SF —
SILT FENCE
—SF-SF—SF-
0
BLOCK & GRAVEL INLET PROTECTION
(TREE) PROTECTION FENCING
000000000000
_�__359—
INTERVAL CONTOUR - 1'
�--359.-------
-- -•-360- —
INDEX CONTOUR - 10'
----~360-'—
DRAINAGE AREA
- 0 0 --
GAS LINE
-OHE OHE-
ELECTRIC LINE
-OHE OHE-
w_._... ..,...... -._,.]
HEAVY DUTY ASPHALT
..... ....
..... . ...
:..-..1
HEAVY DUTY CONCRETE
Ar,�
DEMOLISHED LINES
x x x x x %x
CONSTRUCTION LIMITS
DEMOLITION AREAS
CONSTRUCTION ENTRANCE
P/w
k/W
PROPOSED 5'
PROPOSED 20'
PYLON SIGN
PROPOSED 5' SIDEWA
PROPOSED STOP BAR
(TYP. )
7
PROPOSED CONCRETE --
APRON PER NCDOT
PROPOSED 24' RIGHT
IN/RIGHT OUT ACCESS rr
REPLACE EXISTING CATCH / •'
BASIN TOP WITH NEW S�
DROP INLET FRAME AND
GRATE "
ST
TIE INTO EXISTING
C CURB AND GUTTER
<_ WHITE TRAFFIC
ARROW (TYP,)
MVM MVVLJJIULL rIINinll
ROUTE-2% CROSS SLOPE MAX.,
5% RUN SLOPE MAX.
SITE PLAN
R/W
R/W
EXISTING PARKING
LOT TO REMAIN.
PROVIDE 1" OVERLAY
OVER EXISTING LOT
EXISTING ACCESS
TO REMAIN
EXISTING ACCESS
TO REMAIN
R/W
`PROPUbLU­OON XL-lL`
APRON (TYP.)
PROPOSED 24' RIGHT 1 _--
WRIGHT OUT ACCESS
PROPOSED 12" OPENING EVERY 9'
FOR STORMWATER INFILTRATION
SYSTEM, SEE SHEET C-3,1
Inr-lltr
NOTE;
PROVIDE 12" OPENINGS IN CURB AND GUTTER AS REQUIRED
FOR INFILTRATION DESIGN ON SHEET C-3.1
30
1" = 30'
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JOB No.
SCALE
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SHEET
DRAWN
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DEG
60 90
CHECKED
11/29/05
-----
DATE
FILE No.
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DOTE: ALL HANDICAP SPOTS TO COMPLY WITH HANDICAP CODE
ZEQUIREMENTS,
NOTE; CONTRACTOR SHALL VERIFY SIZE, DEPTH, LOCATION AND MATERIAL
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT NORTH
CAROLINA ONE CALL CENTER AT 1-800-632-4949. UTILITIES SHOWN ON
THESE DRAWINGS ARE APPROXIMATE LOCATIONS AND MAY NOT INCLUDE
ALL UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL AND
ANY LOCATION COST AND DAMAGE: TO EXISTING UTILITIES, CONTRACTOR
SHALL CONTACT THE TOWN OF MOREHEAD CITY FOR LOCATION OF
EXISTING WATER AND SEWER FACILITIES,
NOTE:
STORMWATER
RUNOFF INFORMATION
PROVIDED INCLUDED IN DRAIN
PIP E
A
DATA TABLE TO
EACH INLET LOCATED
IN THE TABLEBELOW.
NOTE: RETENTION PROVIDED UNDERGROUND WITH INFILTRATION SYSTEM
WHICH COMPLETELY DRAWS DOWN THE DESIGN STORAGE VOLUME TO THE
SEASONAL HIGH WATER TABLE UNDER SEASONAL HIGH WATER CONDITIONS
WITHIN 5 DAYS, SEE SHEET C-3.1 FOR INFILTRATION SYSTEM DESIGN.
NOTE: DRIVEWAY APRON TO SLOPE TOWARD STREET, I
NOTE. PROVIDE MAXIMUM 2% SLOPE ACROSS HANDICAP ACCESSIBLE
PARKING SPACES IN ALL DIRECTIONS.
LEGEND
EXISTING
F-W-1
WATER METER
g
WATER VALVE
FIRE HYDRANT
p�
POST INDICATOR VALVE
O GO
CLEAN OUT
r8-FI
BACKFLOW PREVENTER
S5
SANITARY MANHOLE
°co
SEWER CLEANOUT
�i
DROP INLET
STANDARD CURB & GUTTER
CONSTRUCTION FENCE
-w w---
WATER MAIN
- ss-- ss
SANITARY SEWER
- ST - ST -
STORM SEWER
STREET LIGHT
--SF SF --
SILT FENCE
©
BLOCK & GRAVEL INLET PROTECTION
(TREE) PROTECTION FENCING
-__ 359-,..____.
INTERVAL CONTOUR - 1'
'`�-•__36p_-----
INDEX CONTOUR - 10'
DRAINAGE AREA
--G G--
GAS LINE
-OHE OHE--
ELECTRIC LINE
HEAVY DUTY ASPHALT
F-771
n. `' 'HEAVY
DUTY CONCRETE
DEMOLISHED LINES
CONSTRUCTION LIMITS
DEMOLITION AREAS
CONSTRUCTION ENTRANCE
Rlw
Rlw
NEW
Z
}
0 ca
55
000
M
-N -2 -X
--W-W-W
---•• 99 --••- 89-••..--
---ST--ST--ST--
--SF-SF-SF-
13
' -, 359-
�-360- --
-OHE OHE-
DRAINAGE STRUCTURE TABLE
DESCRIPTION
DRAINAGE
AREA
(AC)
OP RIM
GRATE
ELEV.
FLOWLINE
IN
FLOWLINE
OUT
BYPASS
OUT
STRUCT.
INV.
**DI---1
0.05
15.74
-
13.72
-
13.72
CB-2
0,08
19,31
-
17,34
-
15,89
CB-3
0.09
19,47
16,67/17.22
16,62
17.18
16,00
DI-4
0.11
19.47
16.85
16.85
00.00
16.85
CB-5
0.08
19.57
-
17,28
00.00
16.24
DI-6
Or 14
18.99
-
17.87
-
16.24
TI-1
0.05
20.00
17.62
17.25
-
•+*
CB-7
0A5
19,51
17.15
17,15
-
16.76
CB-8
0.03
19.20
16.97
16,97
17.52
16,22
CB--9
0.06
19.31
17,31
17,21
-
16.56
CB-10
I 0,06
19.31
1 16.95
16,85
-
1 16.56
*0I-4 IS A CUSTOM DROP INLET THIS DETAIL THIS SHEET
**DI-1 HAS A SOLID TOP, 1 EXPOSED FACE W/SLOT 0 RIM EL, LISTED
***TRENCH DRAIN INVERT VARIES
t
RIP RAP APRON
INV. OUT=16,60
TWIN -'••-
OUTFALLS
SOLID TOP, --
SLOT OPENING
THIS SIDE, EL.
15.74'
IJ R
( 1
N
o S.R. 1176 (BRIDGES STREET) 60' R/W
CURB CUT CURB CUT
"
i•
GENTLE PAVED - ,A' s 65gro M F 1.";"...'.... ' GENTLE PAVED
Sr•SFSCALE SWALE19.97 19.86 D 9❑l
ti 9.87:'
\
-- -
w
HEAVY
' L '�'•''.vJ N �.•. •.�.. V . •.•.•.'.•.•.•.•. •.'....•.•••.'. •..•
UTY PAVEMENT ,.: .
,•, ..ate t< l r r
�'.'. . , •• w. 'i.
CUSTOMIZED
CATCH BASIN :.�,0 TRENCH DRAIN
.�. W/WEIR @ 1 ,85' : •,, UNDERGROUND
STORMWATER
.k.. DETENTION SYSTEM, c/
f / SEE DETAIL SHEET --
f C-10.0.01
,� s *r�i"E -•.. ¢ twos o-cox �u tl_ PROPOSED
# _ `,) f III
f cr Vp
U�
/ o�rr; ®�-go- PHARMACY.c
/L ""S`0 R #10434
00
� I I IT c
1494 0 SQ 1 CB-7
21.48
OVERFLOW NV j r
ELEV.=18.3 '
�t
D -1 ;t. 1 CONNECT ALL J °°
W MH- I� 4 _ _ DOWNSPOUTS DIRECTLY
I f�� � . ,�' .,••�' - <�'� ', �r•� � � ���� •,•; � �� TQ GRATED SIDE OF CU TO IZED
I 19.49' ::,:• I! CATCH BASINS AND
19.63' DROP INLETS t CATCH BASIN
1� `" �1r W WEIR CAD 17.85' '
i, V 19.52 E •,•a r.. ( .
x 19.72' `� _ f ".�- :;,-� .:''' ' '� `� ��� t t` CB_g / /
N $� x 19.71' INV. 16,52' - ' 16.97'
INV. OUT=17.52'
DI -A
19.60' 0 FLOWLINE
19r47' @ FLOWLINE BYPASS PIPE
CB-2
_ ST -- sr 7 ---
EX. INV.
OUT=13.19'
-- O
./f
DRAIN
PIPE DATA
FROM
INVERT
TO
INVERT
DIA
(in)
LENGTH
(LF)
SLOPE
{g)
DRAINAGE
AREA
(AC)
Qia
(cfs)
Q�
(cfs)
Vw
(fps)
DI-1
13.62
DI -A
13.19
12"
48
1.0
.05
3.4
3.56
4.52
DI-6
17.87
TD
17,62
10"
47
0.5
.28
1,52
1,52
3.24
TD
17.25
CB-7
17.15
12"
32
0,3
.05
1,52+r31-1.83
1.91
2,83
CB-7
17.15
CB-8
16.97
15"
58
0.3
.04
1,83+r24-2.07
3.54
2.88
CB-8
17.52
CB-9
17,31
12"
41
0.5
.03
OVERFLOW
2,46
3.66
CB-9
17.21
CB-10
16.95
12"
79
0.3
.06
.35
1.91
2.83
CB-10
16.85
CB-3
16,67
12"
51
0,3
,06
.35+,35=•70
1,91
2.83
CB-2
17.45
C13-3
17.22
12"
75
0.3
.08
.49
1.91
2,83
CB-3
17.18
MH--1
16.95
12
75
1 0.23
.09
OVERFLOW
1.71
2,18
OVERFLOW
. 18.25
MH-2
18.20
10"
4
1.0
-
OVERFLOW
2.25
4.13
MH-1
16.95
MH-2
16,81
12"
72
0.2
-
OVERFLOW
1.71
2.18
MH-2
16.81
DITCH
16,60
10"
40
0,5
-
OVERFLOW
1.594=3.18
2,92
CB-3
16.62
SDS
16.52
12"
16
0,6
,09
,49+•35+•55-1.39
2.76
3.51
CB-5
17.21
MH-2
16,82
10"
72
1 0,5
.15
OVERFLOW
1.52
3,24
CB--5
16,82
DI-4
16.54
12"
57 1
0.5
.15
.92
2.46
3.66
CB-8
16.97
SDS
16.52
15"
147 1
0.3
.03
2.07+.20=2.27
3.54
2.88
TD = TRENCH DRAIN
**DA - FLOW FROM OVERFLOW
*SDS STORMWATER DETENTION SYSTEM
_ NII
r''„4:
_Ill vv v tAr, 1, jj�-- -
t arm m m muruf bTflim tom. -ri-t. -ai-. m m-rm m i m M I t - ll r- m rtLl
RAILROAD
GRADING AND EROSION CONTROL PLAN
ml1ololofo
I- W)
= a a 1
CONSTRUCTION SEQUENCE:
O
1. OBTAIN STORMWATER MANAGEMENT AND EROSION CONTROL PERMITS FROM
NCDENR. OBTAIN ZONING, BUILDING AND DRIVEWAY PERMITS AS REQUIRED
BY CITY AND NCDOT,
2. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
STARTING CONSTRUCTION.
z
o
3, INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT LOCATION
z
y-RIW SPECIFIED ON SITE PLAN. INSTALL ALL EROSION CONTROL MEASURES AND
U
DEVICES BEFORE BEGINNING ANY GRADING ACTIVITY. CALL FOR AN ON SITE
P INS ECTION BY CITY. WHEN APPROVED BEGIN CLEARING AND
Z
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GRUBBING/LAND DISTURBING ACTIVITY. INSTALL PROPOSED STORM DRAIN
w
p
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LINES AND STRUCTURES,
0
�-
V
4. INSTALL ANY REMAINING CONTROL MEASURES AND DEVICES THAT
o
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w-
COULD NOT BE INSTALLED PRIOR TO SITE CLEARING.
oC
0
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5. GRADE SITE,
U.0
A
6, INSTALL ALL UNDERGROUND UTILITIES. INSTALL BLOCK AND GRAVEL
w
3
rn
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PROTECTION AROUND DRAINAGE INLETS.
=)
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7. INSTALL CURB AND GUTTER, PAVEMENT AND SIDEWALKS, LANDSCAPE
N
ALL STREET SHOULDERS PER PLAN REQUIREMENTS WITHIN FOURTEEN {14)
DAYS AFTER PLACEMENT OF ASPHALT BINDER HAS BEEN COMPLETED,
Rlw 8. LANDSCAPE ALL AREAS PER APPROVED LANDSCAPE PLAN (SHEET L-1
THIS SET). TEMPORARY AND PERMANENT SEEDING TO BE INSTALLED PER
THIS PLAN.
9. STONE PLACEMENT ON DRIVES AND PARKING LOTS SHOULD BE
z
a
m
�-
H SCHEDULED IMMEDIATELY AFTER FINE GRADING AND CURB AND GUTTER I S
IN PLACE.
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED
WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
`
IMMEDIATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
' �►•l
+`p�•r©(�
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
DEVICES.
11. AFTER ACHIEVING ADEQUATE STABILIZATION TO THE SATISFACTION OF
THE NCDENR. THE TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL
dp
BE CLEANED UP AND REMOVED BY CONTRACTOR, ESTIMATED TIME BEFORE
%
FINAL STABILIZATION - 9 MONTHS.
4�'� F. G���,.►'
12. FOR UNDERGROUND UTILITY LOCATIONS CALL 1-800-632-4949 FOR
ULOC LOCATION SERVICES.
EROSION CONTROL NOTES:
1, INSPECTIONS EACH WEEK AND AFTER EACH RAINFALL SHALL BE MADE
BY CONTRACTOR TO OBSERVE THE CONDITION AND OVERALL PERFORMANCE
OF EROSION CONTROL DEVICES AND MEASURES. IF ANY EROSION
CONTROL COMPONENTS FAIL, NOTIFY THE OWNER IMMEDIATELY AND BEGIN
TAKING CORRECTIVE MEASURES,
2, EROSION CONTROL WORK INCLUDES, BUT IS NOT LIMITED TO ALL
MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, DEMOLITION, AND
REMOVAL OF EROSION CONTROL DEVICES AND MEASURES, PROPERLY
DISPOSE OF ALL SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF THE
EROSION CONTROL DEVICES AND MEASURES,
3. PRIOR TO ANY DEMOLITION WHICH WILL UNCOVER GROUND SURFACE,
ALL APPROPRIATE EROSION AND SEDIMENTATION CONTROL DEVICES AND
MEASURES SHALL BE INSTALLED AND SHALL BE FUNCTIONAL,
4, STRIP, SEGREGATE, AND STOCKPILE ALL TOPSOIL TO BE DISTURBED
DURING DEMOLITION AND CONSTRUCTION WORK. PROTECT TOPSOIL FOR
REUSE IN LANDSCAPED AREAS.
5. EXISTING CONDITIONS SHOWN ARE TAKEN FROM A FIELD SURVEY BY
GREENHORNE & O'MARA, INC,
6. LIMITS OF DISTURBANCE ARE SHOWN ON C-1.0.
7. SEE GRADING NOTES.
INSPECTION AND MAINTENANCE -PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN --OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
R!w REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES AS
DESIGNED,
2, SEDIMENT FENCE WILL BE CLEANED OR REPLACED_ WHEN THE SEDIMENT
FENCE NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES ABOUT 6 INCHES DEEP,
4. SEE EROSION CONTROL NOTES AND GRADING NOTES.
5. OWNER TO INSPECT STORM DRAINAGE SYSTEM QUARTERLY AND FLUSH
OUT SYSTEM AND REMOVE DEBRIS IN SYSTEM AS NECESSARY,
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Wiz'
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=
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GRADING
NOTES
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1,
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
lqt
0
UTILITIES TO REMAIN DURING DEMOLITION AND CONSTRUCTION ACTIVITIES,
Q.
2.
ALL EXISTING TREES AND VEGETATION ON SITE WHICH ARE TO REMAIN,
G
Q
SHALL EITHER BE PROTECTED OR REMOVED AS DIRECTED BY THE
ENGINEER,
,J
=
3.
CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR REMOVAL
0
AND/OR RELOCATION OF GAS, ELECTRIC, SEWER, WATER AND TELEPHONE
W
CD
SERVICES,
0:
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of
F--
4.
CARE SHALL BE TAKEN WHEN WORKING AROUND, UNDER OR NEAR
0
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C/)
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TRANSMISSION TOWERS, POLES, AND OVERHEAD LINES.
❑
Z
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5.
CURB AND GUTTER SHALL BE PITCHED TO MATCH THE ADJACENT
W
V
DRAINAGE PATTERNS,
❑
6.
CURB AND GUTTER SHALL BE FIELD CHECKED AND APPROVED BY THE
Z
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ENGINEER TO MATCH EXISTING SURFACES AND TO PROVIDE ADEQUATE
SURFACE DRAINAGE.
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7.
CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF
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10-
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ALL WASTE MATERIALS OFF SITE. THE RESPONSIBILITY SHALL INCLUDE ALL
REQUIRED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE
Ur
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0
EROSION CONTROL AUTHORITIES,
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8.
ALL OPEN UTILITY PIPES SHALL BE PROTECTED WITH STONE FILTER
¢
W
PROTECTION AFTER STOPPAGE OF WORK EACH DAY WITHIN CONSTRUCTION
❑
LIMITS,
Q
❑
9.
ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE TOP OF
❑
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CURB UNLESS OTHERWISE NOTED,
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W
CO
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10.
SEE GEOTECHNICAL INVESTIGATION BY QORE PROPERTY SCIENCES FOR
N
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COMPACTION REQUIREMENTS FOR FILL PLACEMENT, ANY FILL PLACED IN
0
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THIS DEVELOPMENT SHALL BE PLACED IN ACCORDANCE WITH THIS REPORT.
0
❑
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0
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GENERAL WATERSHED INFORMATION EXISTING BUILD UPON AREA: 57,247 SF
Or.
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PROPOSED BUILD UPON AREA; 57.833 SF MAX, AMOUNT OF BUILD UPON
ClIf
AREA ALLOWABLE: 57,833 SF.
0
�n
0
2
140291 1" W 39
JOB No. SCALE
TLB SHEET
DRAWN
0
30 0 30 60 90 DEG CHECKED -,
1 " = 30' 11/29/05 - - - - -
DATE FILE No.
- -- :.--- 3 7. 117--

S Ll' LLL I lid L: .�. 1 �.[. .: .. :t l:iy� u-!s I ..E .- r m1
LONGITUDINAL SL = 2.86X
DITQH 5EQIIQU
N.T.S.
GRASSED AREAS
4
R/W
ST
5T
loc f v S.R. 1176 (BRIDGES STREET) 60' R/W
CURB CUT CURB CUT
-"�- J� ..--- GENTLE PAVED
SWALEE PAVED', f f; f
RIW 19.97' 0!3%--.- / j� /, /.'f f ' �� DI-6 0.3% SCALE ,
_ CONNECT ALL
L ` DOWNSPOUTS DIRECTLY 4:
TO GRATED SIDE OF
--� _j N CATCH BASINS AND !
DROP INLETS (TYP) /
i21 & PAF7KING
CUSTOMIZED __. I ca
TRENCH DRAIN
RIP RAP APRON i CATCH BASIN
INV, OUT=16.60 ..: .-. : , W/WEIR @ 1 .885' UNDERGROUND
i STORMWATER --_
i /� DETENTION SYSTEM,
SEE DETAIL SHEET
TWIN -
OUT ALLSi �� I C--10.0--
L_zzzz�z�zz��
CN4 LINK ENCE q
PROPOSED .� uj
w
CB-5 v
/DROVE PHARMACY
0 i % `� _`"STDR� #10434
00
I N
f ^ 1 4 4 0 c FT. :ce-71
� .J}
71
N -
'. 21.8
ASPHALT DRIVE ct PARKING
SOLID TOP,- INV. A
SLOT OPENING l` ELEV.=18.25' r
THIS SIDE, EL. w... C� �` , ,_-•_ -
I- co
15.74' ° , �D -1 i, '�
i
19.49'�- CUSTOMIZED
19.63' 19.52' f/ T_ CATCH BASIN
ST
j f +0.3% /N j W/WEIR 0 17.85'
! -� x19.72 C8--8 -Ij
x 19.71 INV. 16.52 16.97
f a) INV OUT=17 52'�'
DRAINAGE STRUCTURE TABLE
DESCRIPTION
DRAINAGE
AREA
(AC)
TOP RIM
GRAD
ELEV.
FLOWLINE
IN
FLOWLINE
OUT
BYPASS
OUT
STRUCT.
INV.
**DI-1
0.05
15.74
--
13.72
--
13.72
CB-2
0.08
19.31
-
17.34
-
15.89
CB-3
0.09
19.47
16.67/17.22
16.62
17.18
16.00
DI-4
0.11
19.47
16.85
16.85
00.00
16.85
CB-5
O.OB
19.57
-
17.28
00.00
16,24
DI-6
0.14
18.99
-
17.87
-
16.24
TI-1
0.05
20.00
17.62
17.25
CB-7
0.05
19.51
17.15
17.15
-
16.76
CB-8
1 0.03
19.20
16.97
16.97
17.52
16.22
CB-9 1
0.06
1 19.31
17.31
17.21
-
16.56
CB-10
0.06 1
19.31
16.95
16.35
-
16.56
*D1-'4 IS A CUSTOM DROP INLET THIS DETAIL THIS SHEET
HAS A SOLID TOP, 1 EXPOSED FACE W/SLOT 0 RIM EL. LISTED
***TRENCH DRAIN INVERT VARIES
_ ST -�I ST
RIW -
EX. INV.
OUT=13.19'
o _
20ASPq&T D91W & PAWN\
19.60" ® FLOWLINE
19.47' 0 FLOWLINE BYPASS PIPE J,
CB-2
STSCs-10 a I` LL CB-9p�I f
t / SIGN
.11 r . o
- `- -- - - - CU S TO M I Z E D
INV: 77 7 - .7 777
17.18 ._F_ --- -_
W/WEIR ®_ 17.85'
---.,,`----U.S. 70 Wendell Street
R/W VARIES (34,00o v.�. D.)
oa `7 _
'.' / . ~'�_- - - -- ._-.•_ -__ % e , � ^--sec_.
DRAIN
PIPE DATA
FROM
INVERT
TO
INVERT
DIA
(in)
LENGTH
(LF)
SLOPE
(X)
DRAINAGE
�)`
010
(cfs)
QcAp
(cfe)
Vc.A+
(fps)
DI-1
13.62
DI -A
13.19
12"
48
1.0
.05
3.4
3.56
4.52
DI-6
17.87
TD
17.62
10"
47
0.5
.28
1.52
1.52
3.24
TD
17.25
CB-7.
17.15
12"
32
0.3
.05
1.52+.31 m 1.83
1.91
2.83
CB-7
17.15
CB-8
16.97
15"
58
0.3
.04
1.83+.24-2.07
3.54
2.88
CB-8
17.52
CB-9
17.31
12"
41
0.5
.03
OVERFLOW
2.46
3.66
CB-9
17.21
CB-10
16.95
12"
79
0.3
.06
.35
1.91
2.83
CB-10
16.85
CB-3
16.67
12"
51
0.3
.06
.35+.35-.70
1.91
2.83
CB-2
17.45
CB-3
17.22
12"
75
0.3
.05
.49
1.91
2.83
CB-3
17,18
MH-1
16.95
12"
75
0.23
.09
OVERFLOW
1.71
2.18
OVERFLOW
18.25
MH-2
18.20
10"
4
1.0
--
OVERFLOW
2.25
4.13
MH-1
16.95
MH-2
16.81
12"
72
0.2
-
OVERFLOW
1.71
2.18
MH-2
16.81
DITCH
16.60
10"
40
0.5
�-
OVERFLOW
i .59x2=3.18
2.92
CB-3
16.62
SDS
16.52
12"
16
0.6
.09
.49+.35+.55=1.39
2.76
3.51
CB-5
17.21
16.82
10"
72
0.5
.15
OVERFLOW
1.52
3.24
CB-5
_1
16.82
DI-4
16.54
12"
57
0.5
115
.92
2.46
3.66
C8-8
16.97
SDS
16.52
15"
1 147
1 0.3
1 .03
2.07+.20-2.27
3.54
2.88
TD -.TRENCH DRAIN
**DA FLOW FROM OVERFLOW
*SDS - STORMWATER DETENTION SYSTEM
SIDEWAL
20.0
19.0
18.0
17.0
16.0
15.0
SEASONAL
HIGHWATER 14.0
TABLE-14.5
13.0
RAX POAA
A -- 18 UNITS LONG x 4 UNITS WIDE x 4 UNITS DEEP - 288 UNITS
B - 11 UNITS LONG x 25 UNITS WIDE x 4 UNITS DEEP - 1,100 UNITS
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INVERT VARIES
SEE PIPE DATA
CHART
CUSTOMIZED DROP INLET WITH WEIR
(DI-4)
BYPASS LINE TO
VEGETATED FILTER
TO
_.RAYL TRENCH
OR BASIN
SOLID TOP RUNOFF GRATED TOP
�-- RUNOFF
17.85'
17.85' - m ff IR WALL
INVERT VARIES --J UNDERGROUND---` L-----16.52'
SEE PIPE DATA STORMWATER
CHART DETENTION SYSTEM
.DING CUSTOMIZED CATCH BASIN WITH WEIR
(CB-3, CB-59 CB-8)
F.-21,48
VEMENT SMRMWATER- NOTES,
J
1) TOTAL AREA - 1.429 ACRES
VEL 2) STORAGE REQUIRED = 1.0 X Rv X A Rv - 0.05+0.009() i-% SITE IMPERVIOUS
Rv=0.05-0.009 (93) = 0.887
STORAGE - 1:0 X 0.887 X 1.429 X 43,560/12 - 4,601 C.F.
EACH RAINSTORE3 UNIT STORES 3.317 C.F.
1,387 UNIT REQUIRED / 1,388 UNITS PROVIDED
3) THERE ARE NO WETLANDS ON THIS SITE.
4) THERE ARE NO CLASS SA WATERS WITHIN 50 FEET OF THIS SITE.
5) HYDRAULIC CONDUCTIVTY - 30 INCHES/HR
MAX. DEPTH OF STORAGE = 2.67 FT.
DRAW - DOWNTIME - (2.67 FT. x 12 IN/FT) / 30 IN/HR - 1.07 HRS
STORMWATER MANAGEMENT PLAN
1. OWNER TO INSPECT CATCH BASINS AND DROP INLETS QUARTERLY. SEDIMENT AND DEBRIS
WILL BE REMOVED WHEN THEY COME TO WITHIN 4" OF THE INVERT OF THE OUTLET PIPE.
2. OWNER WILL FOLLOW MANUFACTURER'S RECOMMENDATION FOR MAINTENANCE OF
UNDERGROUND STORMWATER DETENTION SYSTEM.
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140291 1" 30'
JOB No. SCALE
TLB SHEET
DRAWN
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3ml
CHECKED
off
11 pp � 4
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11/29105 - _
DATE FILE No.

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METHOD OF SOIL PREPARATION
TOPSOIL
ASTM D 5268, pH range of 5.5 to T, a minimum of 2 percent organic notarial content; free of stones 1 Inch (25 min) or
larger in any dimension and other extraneous materials harmful to plan! growth.
TOPSOIL SOURCE
Reuse surface soil s "kpiled o"JL Verity sultabliily of stockpiled surface sell to produce topsail. Clean surface
soil of roars, Plants, sad, stones, clay lumps, and other extraneous materials harmful to plant growth.
Supplement with Imparted or manuf atured topsoil from off site sources when quandilas an krsufficlark Obtain
ZO
topsoil displaced from naturally well-dralned conwftWon or mining altos whom topsoil occurs at least 4 Inches (1100
mm) deep; do not obtain from [agricultural land,] bogs or marshes.
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NEWLY GRADED SUBSOILS
Loosen subgrads to a minimum depth of 6 Inches (ISO mm). Remove stones larger than 1 Inch (25 mm) in any
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dimension and sticks, roots, rubbish, and other extraneous matter and legally dkrpase of them aft Ownees property.
O
Spread planting soil mix to a depth of S Inches (150 mm) but not Mas than required to meet finish grades after light
rol0ng and natural seWement. Do not spread d planting soil or subgrads is frozen, muddy, or excessively wet.
IL
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Reduce elevation of planting soil to allow for soil thickness of sod In areas to be sodded.
N
FINISH GRADING
Grade plantings areas to a amooft un farm surface plane with looN, unlfonnIY flna texture. Grade to within plus or
0
minus 112 inch (13 mm) of finish elevation. Roll and rake, n novs ridges, and till depressions to mast finish grades.
Un* fine grading to anaa /tat can be planted In the Immediate future.
F-
Moisten prepared lawn areas beforo planting if soil is dry. Water dwoughly and 0ow turbo* to dry before plwWng.
Do not create muddy sol6
Reaore ants M eroded or otherwise disturbed after finish grading and before planting.
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MULCH TYPE AND RATES
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PINE STRAW MULCH
Provide air-tryi clan, ndldew-and sesd4ree, plkn straw mulch at a depth of r.
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FERTUJUR TYPE AND BATES
oc
COMMERCIAL. FERTILIZER
Corrtnwrchh-grads complete ferfthm of neutral character, consisting of fast- and slow-deass nitrogen, 50 percent
derived from natural organic sources of urea formaldehyde, phosphorous, and potassium In the following
composlflow Nitrogen, Phosphorous. end potassium In amounts mcommandsd In soil reports from a qualified
0
sol (-testing agency.
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EXPOSED SLOPES
Provide groundcover on sxposad slopes within 21 calendar days following cmViatlon of any phase of gmdb%u
apermanent
groundcover for all disturbed areas within 21 calendar days following campladon of constnration or
Oil
development,
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CLEANUP AND PROTECTION
Promptly remove sail and dabris created by lawn work from paved areas. Clean whwIs of vehicles before leaving ail
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to avoid tracidng soil onto roads, walks, or other paved areas.
Erect barricades and warming signs as required to protect newly planted areas from traffic. Maintain barricades
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throughout maintenance period and remove after lawn is established,
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Remove eroelon-carrpoi mssa+ra after grass estabYshmsnt Period.
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SEED TYPE & RATES (TEMPORARY S PERMANENT)
❑
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flea ssaYng sohsduls below.
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PERMANENT SEEDING: SHOULDERS, SIDE DITCHES, AND SLOPES (MAX 3:1)
Q
DATE TYPE PLANTING RATE ACRE
AUG, 15 -- NOV, 1 TALL FESCUE 200 LBS
T
NOV. 1 — MAR. 1 TALL FESCUE 200 LBS
0
& ABRUZZI RYE* NURSE CROP 25 LBS
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MAR. 1 — APRIL 15 TALL FESCUE 200 LBS
APRIL 15 -- JUNE 30 HULLED COMMON BERMUDAGRASS 15 LBS
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PERMANENT SEEDING: SLOPES 3:1 UP TO 2:1
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DATE TYPE PLANTING RATE ACRE
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AUG. 15 - NOV. 1 TALL FESCUE 200 LBS
AND SERICEA LESPEDEZA 60-70 LBS
UNHULLED, UNSCARIFIED
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NOV. 1 — MAR. 1 TALL FESCUE 200 LBS
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AND SERICEA LESPEDEZA 60-70 LBS
UNHULLED, UNSCARIFIED
rD
& ABRUZZI RYE* NURSE CROP 25 LBS
r
MAR. 1 — JUNE 1 TALL FESCUE 200 LBS
AND SERICEA LESPEDEZA 40-50 LBS
SCARIFIED
L
MAR. 15 — JUNE 30 SERICEA LESPEDEZA 10 LBS
SCARIFIED 40-50 LBS
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MAR. 15 -- JUNE 30 HULLED COMMON BERMUDAGRASS 15 LBS
AND SERICEA LESPEDEZA 40-50 LBS
SCARIFIED
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=
TEMPORARY SEEDING
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DATE TYPE PLANTING RATE ACRE
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JUNE 1 — SEPT. 1 TALL FESCUE 200 LBS
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& BROWN MILLET* NURSE CROP 35 LBS
OR SORGHUM—SUDAN HYBRIDS* 30 LBS
v
NURSE CROP
O
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION
RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
z
* NURSE CROP & TEMPORARY SEEDINGS -- RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
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S.R. 1176 (BRIDGES STREET)
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MILUTM--arl-11411
VEGETATIVE AREA
VEGETATIVE AREA = .15 AC
20J 10' 0 20' 40'
mm,
pAipga pr
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"6008M
JERKY TURNER 8 ASSOCIATES, INC,
Landscape Architecture
Land Planning
Environmental Design
905 Jones Franklin Road
Raleigh, North Carolina 27606
[phone] fax. [phone]
277 S.E 51h Avenue
Delray Beach, Florida 33483
(561) 276- 0453 fax. [phone]
1 n PROJECT i
WALGREENS
Morehead City, North Carolina
tr REVISIONS asses
01/09/06
02/10/06
is DRAWN
CHECKED =_ - - - - -
KD
WH/KD
■ SCALE
DATE
1"=20'
11/29/05
s TITLE
Vegetative
Stabilization
■ FILE NO. srawas JOB NO. ss
a SEAL SHEET NO. ie�s
12 • ;r, J
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17
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m ❑ D D 0
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6 KEYED NOTES a a
0 0 6" 0 STANDARD STL. PIPE CONCRETE
FILLED AT ALL LOCATIONS INCLUDING
1 T�
KEYED NOTES DE 1 UTILITIES, TRASH ENCLOSURE, AND 8
_ J SPRINKLER RISERS (EXCEPTION: 4" 0
O1 TRAFFIC DIRECTIONAL � m STL. PIPE AT DRIVE--THRU ONLY). PROVIDE
SIGN. 1 4" WELDED CLOSURE PLATE AT BOTTOM. FENCE DETAIL z
2 2"X 2" STEEL TUBE W PAINT EXPOSED PIPE YELLOW, SECURITY 3 to o
2 O EXTENDED INTO ¢ cn 6 BOLLARDS AT ENTRY TO RECEIVE GRAY
Oz � � m
"� o �- POLYETHYLENE COVER (FROM IDEA SHIELD 55 a
CONCRETE FILLED 4 I u.
PIPE. z 2 - 313-842-7290). FENCE TO BE CEDAR 1 X6 DOG EARED CEDAR PICKETS , o U. Lu o
3 io 3 12 0 CONCRETE LL w N o
I FOUNDATION fi" ° �° (3) CEDAR, 2X RAILS EVENLY w° N - w
4 L� " BELOW FROST LINE a SPACED VERTICALLY cn co
(3 FT. MINIMUM 6 - m
••Q
BELOW FIN. GRADE). I �2 TOP OF PAVEMENT.
40 FINISHED GRADE. �" 3 24" 0 CONCRETE FOUNDATION, o
9
0
USE SONOTUBE FORM. o
''• 4 � r � �/a6" NOTE: BOTTOM OF PICKETS
. - 3/�8" 0 WELDED HOOPS. o 00 INCLUDING GATES TO BE 6
` C 18 0 TOP BOTTOM AND .� Q ABOVE CONCRETE PAD.
g �I TI CENTER. `° J ,�.a+++n��u+�I
l r
l 5O SOLID UNDISTURBED SOIL.
5 PROVIDE PITCH SMOOTH
CONCRETE FINISH,
GATE DETAIL
TYPICAL PIPE BOLLARD 3 ELEVATION 4 N,T.s.
TRAFFIC DIRECTIONAL SIGN 2 N.T.S.
N.T.S.
N.T.S. (FREESTANDING)
1'-6"
2 -3„
tiJ-1-01
CROSS SLOPE OF SIDEWALK
3'--6"MAX
1 C4 5" THICK CONCRETE, BROOM FINISH,
FIBER REINFORCEMENT, 4000 psi, 5% Q`
Q, N 4 2 AIR -ENTRAINMENT 2 Lu
I LENGTH VARIES - SEE SITE PLAN Q W
._ -
O EQUAL EQUAL E" 6 i 3 u
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III III IIC I I III � I C C ICI I I . •�•�:�'I I I I� III I a�
Z��-
IIC ICI I1 CII�III IIC II II III zoLLIN
LANE WIDTH I��{ III IIC--- �� ��E ��� E�� III 1161 fI1 (TRUCK TRAFFIC) (CAR TRAFFIC) Wv C ZdU
4PAVEMENT SECTION DETAIL w i
Ll TYPICAL PERIMETER SIDEWALK % U v L
N.T.S. 98% COMPACTED SUBGRADE. N,T,S. uj
KEYED NOTES KEYED NOTES � °' O
OCOMPRESSIBLE ' OTACK
1 1 /2" WEARING SURFACE OVER NOTE:
N (DN/A V O 1 /4 TOOLED JOINT (6 O.C.) COAT. SUPERPAVE SF 9.5. SEE REPORT OF SUBSURFACE EXPLORATION FOR
FILLER (3/4
4" COMPACTED MAXIMUM). O 6" X 6" #10 W.W.F. O 2" BINDER COURSE OVER PRIME SERVICES, WALGR OCTOBERORE BY00QORE PROPERTY
NOTES; AGGREGRATE BASE CUT BACK AND COAT. SUPERPAVE I 19.0.
5.
1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE-THRU" O PAVEMENT, PROVIDE SEALANT,
LETTERS TO BE ELONGATED HELEVETICA MEDIUM -- 4 WIDE STROKES. TYPICAL, AT ALL O 6" CLEAN, GRADED AND
JOINTS WITH FILLER, COMPACTED STONE (NO SLAG).
NCDOT ABC STONE,
2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS O WELL -DRAINED SUB -GRADE
WITH CONCRETE PARKING LOTS. NOTE: BROOM FINISH TO BE PERPENDICULAR TO FLOW OF TRAFFIC. 1 /2" EXPANSION JOINT SPACED 24' O.C. 4 (SUB --GRADE TO MODIFIED 95
PRE -MOLDED EXPANSION MATERIAL SEAL. SEAL TOP WITH GRAY ELASTOMERIC SEALANT, PROCTOR MIN. COMPACTION).
DRIVE THRU MARKING DETAIL 8" CLEAN, GRADED & COMPACTED Q
5 STONE BASE (NO SLAG), Z
N.T.S. NCDOT ABC STONE, J
M 0
V Q
WHEELCHAIR RAMP WITH � IIIJ V
CROSSWALK IF 2 INDIVIDUAL
RAMPS REBUILT ON LARGE 46 'J =
w C0 p H
-40 15'-4" GRASS STRIP EXTEND SIDEWALK w_
�. 4'-0" (MIN) 1/2" EXPANSION •' GRASS STRIP TO VALLEY GUTTER TO Q �,.. {n 0
„ JOINT PROP. CONC..X,PANSidIq ; • FORM WHEELCHAIR RAMP � D Z
6'-01, 3 -q 5 -0 �� 1/4"/FT, SLOPE SIDEWALK �10fi' . '.," VERTICAL CURB PROP, CONC. EXPANSION ; : 4• W 0
(MIN) (MIN) (MIN) -- -- ---� -- -�-- -- -- — — SIDEWALK Z Q CL
Z J
—~� & GUTTER JOINT
BACK OF WALK TOP OF N •�
I VALLEY GUTTER w � Q
MqX, ?z:1 SLOPE 1 /2" EXPANSION JOINT
��
CURB , • �,
- . . . . . . . . . . . . . . . . . . d 1/2" EXPANSION JOINT Z w"
.d' � �
DEPRESSED GUTTER { V1 O co
CURB LINE a `� Q Z7
1 /2 EXPANSION JOINT ¢ M
SECTION B "�"" B 1 /2" EXPANSION JOINT CO J N V
FRONT E L. EVAT I O N CONSTRUCTION NOTES
L-1Z a- w d
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1 • NO SLOPE SHALL EXCEED 1':1' (12:1) ON THE RAMPS OR SIDEWALK. w _
LOCATION OF WHEELCHAIR RAMPS a- �
IN ACCORDANCE WITH HOUSE BILL 1296. ALL STREET CURBS CONSTRUCTED OR RECONSTRUCTED 2, IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN
OR ALTERED FOR ANY REASON. SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED 40', WIDTHS MAY EXCEED 40' IF NECESSARY, GENERAL NOTES; Q
AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALK ARE PROVIDED AND AT OTHER 1. A GROOVE JOINT 1" DEEP WITH 1 �2" RADIUS SHALL BE REQUIRED
MAJOR POINTS OF PEDESTRIAN FLOW. 3 USE CLASS 'B' CONCRETE WITH THE SURFACE HAVING A ROUGH. NON-SKID FINISH. IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1 /2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT
WILL BE . REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 140291 N.T.&
4. A 1 /2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE JOB No. SCALE
WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE. 2. WHEELCHAIR RAMPS SHALL HAVE 6" THICK CONCRETE. SHEET
TLB
DRAWN
HANDICAP RAMP CURB —CUT DETAILS DEG C=5mO
g HANDICAP RAMP CURB —PLAN CHECKED
N.T.S. N.T.S.
11 /29105 - - - - -
I Edl
DATE FILE No.
rei
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5 .. r�,�
t ., ! ' ` { •�I. ` - fS. 111 �41 �L3✓,��L
rl� F. t 1 �\ !-
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ASPHALT PAVEMENT
(TYP.) �
6" C. A. B. C.
(TYP.)
GROUT J❑INTS
BETWEEN TILES
TO MATCH TILE
COLOR.
INSTALL "NEENAH" FOUNDRY CO.
TRENCH DRAIN #R-4996—A3 WITH,,
GRATED COVER -- ALL McCONLEY
TYPE GBM HEAVY DUTY 1011xl2"
DEEP (POUR WITH CONC. APRON)
6" OR 8" DIA. DRAIN
TO STORM SEWER
TRENCH DRAIN DETAIL
2 3/4" X 12" X 12" TRUNCATED DOME
TERRA -PAVER BY WAUSAU TILE (18" X
18" ACCEPTABLE), COLOR TO BE
FDX4008 - INSTALL IN THINNEST
MORTAR PER MANUFACTURERS
RECOMMENDATION.
3'-0" 6" L
d Cdmi
s REINF. - SEE DRAWINGS. ' . 4
'II Ilj III fIl ill III
DETECTABLE WARNING TILE DETAIL
A
S-5 1 /2"
S -3 3/4" I
1'-7 1 /2" 1'-7 1 /2r
� 112"
3'-2 1 /4"
SECTION A —A
3
PLAN OF 3" C FRAME
SECTION 13 -B
MINIMUM WEIGHTS:
FRAME 230 LBS
GRATE (EACH) 130 LBS
NOTE;
FRAME AND GRATE ARE HEAVY DUN CAST IRON DEWEY BROTHERS MODEL CH-13N-4
OR APPROVED EQUAL., SIMILAR FRAMES AND GRATES, DIFFERING IN NON --ESSENTIAL
DETAILS MAY BE ACCEPTED.
DROP INLET GRATE
nnn1- MASONRY
PURE
G REMOVED)
L
t5 --mot"""" `-- ALTERNATE USE OF
PLAN PRECAST RECTANGULAR
MANHOLE
FRAME AND GRATE
CONCRETE APRON
FRAME AND GRATE
SEE SD-'4
l-CONCRETE APRON
h 3'-5 1 /2"
� O©
L
I
r
iv
V 1/2"
PIPE DIA.
(INS.)
MIN •H"
(Fr.)
12
2 -9
15
3 -0
18
3 -6
24
1 4'-0
BRICK COPING
3'-3 3/4"
2'-3 3/4"
8"SEE NOTE
NO. 8
PROVIDE 2-3
WEEP HOLES
IN 2 SIDES
8" WASHED
STONE''
MIN.
4X4WI.4 X WIA WWF
SECTION A --A SECTION B—B
GENERAL NOTES
1.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 16" ON
CENTERS.
2.
ALL CONCRETE TO BE 3000 P.S.I.
3.
ALL MORTAR JOINTS ARE TO BE 1/2" f 1/8"
4.
JUMBO BRICK WILL BE PERMITTED, CONCRETE BRICK OR 4" SOLID CONCRETE
BLOCKS MAY BE USED IN
LIEU OF CLAY BRICKS.
5.
FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'--0" FROM TOP OF
WALL AND 8" FOR THE REMAINING V-0".
6.
ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH INSIDE WALL,
GROUTED AND BRUSHED
SMOOTH,
7.
FRAME AND GRATE BY DEWEY BROTHERS OR APPROVED EQUAL, SEE SD-4.
8.
PRECAST BOTTOM AND BARREL ARE PERMITTED.
9.
FOR PIPE DIAMETERS LARGER THAN 24•, SEE SO-2.
DROP INLET (15 24")
r
3'-8"
B—.in*--J
Imo- - F1
3'-0 3/4"
k
00
A
it
�._
MINIMUM
AVERAGE
WEIGHT
o
FRAME
217
LBS
�.
GRATE
185
LBS
J
HOOD
145
LBS
•
r
3/4"
NOTES-,
I. FRAME AND GRATE ARE HEAVY DUTY, MODEL CH-BN-1 WITH COMPATIBLE HOOD BY DEWEY BOTHERS
OR APPROVED EQUAL. SIMILAR FRAMES AND COVERS, DIFFERING IN NON -ESSENTIAL
DETAILS MAY BE ACCEPTABLE,
CATCH BASIN FRAME, GRATE, & HOOD
PLAN ^
15" TO 24p' PIPE
:1:
■■ rr
rr -rr
PLAN
42" TO 54 PIPE
SEE NOTE 10
21CK COPING
W 1.4,WWF
SECTION X-X
....__01.4 WWR
SECTION — JJ
SIDE ELEVATION
SECTION Y—Y
PLAN
30' M 36" PIPE
DIMENSIONS OF BOX AND PIPE
REINFORCING
COVER
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT
BARS—X
BARS—Y TOTAL
DIMENSION
D
A 9
G MIN.H1 H2
NO. LENGTH
W. LENGTH
LBS.
E
F
15'
3' 0" 2' 2"
2' 6" V
2
3'4'
7 4'7'
26
18'
3' 0" 2' 2"
2' 10" A
2
3'9"
B 8'1
33
24'
3' O" 2' 2'
3' 4' R
2
3'9"
B 5' 1 •
33
30'
3' 0" 2' 2' 3'
4' 3' 2' 1
2
4'7•
9 5' 1'
37
1'
IV 4'
4"
364
3' 0" 2' 2' 3'
10" 3' 8" A
2
4'7"
9 511"
37
2'
4' 4'
4"
42'
3' 0' 2' 2"
4' S" V 4' 9
2
4'7'
9 511
37
2'
1 • 3'
6"
48'
3' 0" 2' 2"
5' O" 4' 10" L
2
5' 1 •
10 5'7"
45
2'
8" 3'
6'
54'
3' 0' 2' 2"
5' 7" 5' 4' Ef
1
3'
3" 3'
6•
10NERAy_ NOTES
1. MORTAR JOINTS 1/2" THICK + 1/8
2. ALL CONCRETE TO BE 3000 PSI
3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
4. ALL CATCH BASINS OVER 3"6" IN DEPTH SHALL BE PROVIDED WITH STEPS 16" ON CENTERS,
S. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED.
6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'—O" IN HEIGHT USE 12" WALL TO
6'-0" FROM TOP OF WALL. AND 8" WALL FOR THE REMAINING W-O".
7. FRAME AND GRATE BY DEWEY BROTHERS OR APPROVED EQUAL. SEE SD-5 .
S. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL; GROUTED
AND BRUSHED SMOOTH.
9. PRECAST BOTTOM MID BARREL ARE PERMITTED.
10. CURB MAY OR MAY NOT BE DEPRESSED APPROACHING THE CATCH SAWN. AT THE
OPTION OF THE DESIGNER,
_� CATCH BASlN 15"--54"
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SCALE
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11 /29/05
- - - - -
DATE
FILE No.
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END VIEW OF PIPE/FABRIC CONNECTION, CUT AN
X IN THE FABRIC SLIGHTLY LARGER THAN PIPE,
PULL THE FABRIC AROUND THE PIPE TO CREATE
THE "BOOT" AND THEN SECURE WITH A
HOSE —CLAMP,
BACKFILL COMPACTED TO 95% MOD
PROCTOR DENSITY. 12" (0.3 M)
MINIMUM, 36" (0.9 M) MAXIMUM DE
NON —CORROSIVE HOSE CLAMP
FASTEN LINER TO PIPES TO P
BACKFILL FROM ENTERING STF
DETENTION OUTFLOW PIPE IF
NECESSARY. SIZED FOR DESIR
FLOW RATE. LOCATION NEAR I
ALLOWS SUSPENDED SOLIDS 1
BEFORE SETTLING.
SUITABLE STRUCTURAL BACKFI
COMPACTED TO 957 MODIFIES
PROCTOR DENSITY.
8 OZ. MIN. NON --WOVEN GEO I L,.I ILL..
FILTER FABRIC ENCASING RAINSTORE3
STRUCTURE.
GEOTEXTILE
FABRIC
END VIEW
"X" CUT IN THE
FABRIC TO ALLOW
PIPE TO ENTER.
I I h C" I- ^ I A L 1 rl I I C^ [- r% T!-1
9
MIN.) FORMED INTO A
"BOOT."
SIDE VIEW
Rainstore3 Inlets/Outlets With Fabric
L/ \ Vf \ 4 f \ 1 f W k \ rrr • 1�
Connecting pipe to the Rainstore3 structure
SUITABLE STRUCTURAL
Rainstore3 System
Typical RS3 L:stallation below [Wag
OZ. MIN. NON —WOVEN
:EOTEXTILE FILTER FABRIC
N CASING RAINSTORE3
TRUCTURE.
EOGRID (TENSAR
X1200 OR EQUIV.)
1.0 M) GEOGRID (TENSAR
10 OR EQUIV.) OVERLAP.
,ID (TENSAR BX1200 OR EQUIV.)
-ORE3 STRUCTURE.
MIN. NON —WOVEN GEOTEXTILE FILTER
ENCASING RAINSTORE3 STRUCTURE.
ATION LINE.
3LE STRUCTURAL BACKFILL COMPACTED TO
CODIFIED PROCTOR DENSITY,
IMUM TO
'OR PROPER
UA 11UV UM LWUIV,)
NOT TO SCALE
Invisible
Structures, Inc.
RS3inletouticiLdwg
1 M ETER (40"
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0.1 METER (4")
V. i I IV[ L-I L.-I\ lV.V
Rainstore3 Unit Detail
Single Rainstore3 injection molded unit geometry and dimensions
1600 Jackson St., Suite 310
Golden, Colorado 80401
800-233-1510 FAX [phone]
wwwjnvisiblestractures.com 08/04
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JOB No. SCALE
TLB SHEET
DRAWN 10,0
Cw
DEG
CHECKED
11/29/05 - - -
DATE FILE No.
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