SW8040523_APPROVED PLANS_20040608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
7ii�/ilOg
YYYYMMDD

DWE I LLC
ZONED RU
CURRENT USE
UNDEVELOPED
51,
911,
NIR SET
DWE I LLC
ZONED RU
CURRENT USE
MINING SITE
51' ,
yeti � r
PROPOSED CHAIN
�LINK FENCE
39 GATE
\ \ SANTAAMRM
\ YC Q-190
\ SEILAW
DR 125-307
\ CENTERLINE OF
\� FALL SWAMP
I
EXISTING
E �
MAGNEnC NAIL MER CULVERTS
AND BRANCH
} ` /THE LINE PROPOSED PROPERTY / DWE I LLC1 r/ ZONED RU
BOUNDARY k \� CURRENT USE%7" crtvovrs
UNDEVELOPED j
II
k
33'
11.57'
S T
k _
R=50.0' PROPOSED CHAIN
LINK FENCE x 1- 1
CV
563• d' f
(WARDHOUSE:
PROPOSED h 20' GATT: 7� N12 54'DO E
MARL PARKING
> R5U' f
k AND 1 9D.86'
/ OUTSIDE STORAGE
! PROPOSED 95 LF RCP
INV IN-48.
273' I'Ri 1I] 7.
A.4PHAI T INV O[ !T = 475
k
25' _
CONCRETE WHFF,I.STOP PROPOSF.n RMY
11 sAq (TYP.. SEE. DETAIL) RFTAIL/OFFT(I
Cis 110.000 SF N16.29'11'E
1>i), VAN AC•C FSS11i1.1:, PROPt -St 104,75' e
HANDICAP SIGN ASI RA 00
3 PROPOSI D (TYP.. SEE DETAIL)
11 e7_ WAREHOUSE 2
BUILDING
SPAT S
24,0N SI
`12
PROPOSED
130, WAREI IOUSI
8 BUILDING
24.OW SF
ACCESS
DOOR (TYP)
PFRSONNFI,
DOOR (•I'YP)\
' T, '
245' C� '
�n
� I
�-- 551 TYP / NSI'22'55'It-
PROPOSED / 30,69'
MARL PARKING PROPOSED
AND STORMWA TTIt K MAIL
OUTSIDE STORAGE POND I
VANAC'CI:SSIRIT
HANDICAP SIGN �tnD tihq
2 (TYP., SEE: DETAIL) % I
ACES
LOADING AREA
IT X 55' I I YI'.)
CONCRF,TF PAD
IT X 12' (TYP_)
CONCRETE PAD
IW X 12' (TYT'.)
PROPOSED
MARL PARKING
LDS, ., r AND
F.(,L'+Ps 00
OUTSIDE STORAGE
S7• `` DF
LNG 130't
a o
pRMpos f� ` ecREXT
GEOROM PAIL CORP. RETRY A•
IC
6'6s' ssl
CLYDE CLE"ONS TRACT
ZONED RU
CURRENT USE UNDEVELOPED R50.
SCALE: i" - 100'
1) ;0 100 200 300
179,
TOPOGRAPHIC AND BOUNDARY INFORMATION PROVIDED BY TOMPKINS LAND SURVEYING. P.A. FROM A
MAPTITLED "SURVEY FOR DWE I, LLC." DATED FEBRUARY 27. 2004 AND REVISED MARCH 24, 2004.
} I
1 s�.`` Sao Do• �' ",
/ Q�
�� DSO .�4//
442,
a
ati
jkr
/ + I
RETAIL/OFFICE BUILDING PARKING AREA DETAIL
PR( )POSED 70 LF RCP
INV IN = 51.25
INV OUT = 50.99
N31'S5 08-E
145, 09'
SITE PLAN NOTES:
ALL INTERNAL LIGHTING TO BE LESS THAN 40' IN HEIGHT,
ALL PAVEMENT RADII ARE T UNLESS OTHERWISE NOTED.
SCALE: I " = 60'
0 30 60 120
VAN ACCFSSMI.F.
_ . I IANDICAP SIGN
.. SO tY . ..
(TYP., SEE DETAIL)
LANDSCAPF, AREA
(MIN 144 SF)
. . .. ...
10'
try....,.. ....,
5' CONCRLTL
tilDEWALK
� 1•� a
� r �
��
PrRSONN171.
'�
10` R=250
DOOR
I
TYP L
20'
TYP o ..
g
f. CONCRETE
WHEELSTOP
z: ® (TYP-SEE1)I3TAIL)
ACCESS
DOOR (TYP)
LANDSCAPE ARI A
.ti.:1 (MIN 144 SF)
LANDSCAPE AREA
(MTN 144 SF)
i
IO' CONCRETE
SIDEWALK
SITE.
211
SUPPLY
VICINITY MAP
V-6" x 1'-0" x 0.080 STD. ALUM. NOT TO SCALE
HANDICAPPED PARKING SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD-
POST W/ WW CADMIUM PLATED NUTS,
RESERVED BOLTS AND WASHERS.
PARKING
z r
9" x V-0" x 0.080 STD ALUM. SIGN TO READ
co "VAN ACCESSIBLE". BOLT TO WD. POST
WITH 318" CADMIUM PLATED NUTS, BOLTS
AND WASHERS.
12" 9" x V-0" x 0.080 STD ALUM. SIGN TO READ
"MAXIMUM PENALTY $250". BOLT TO WD.
COLORS POST WITH 3/8" CANDIUM PLATED NUTS,
LEGEND AND BORDER- GREEN BOLTS AND WASHERS.
WHITE SYMBOL ON BLUE TREATED WOOD 4" X 4" POST
BACKGROUND BACKGROUND- WHITE
1-1 /2"R
(TYP.) (TYP.)
MAXIMUM
PENALTY 3/8" - VAN 3/8"
— $250 (TYP.) AGGESSIBL (TYP.)
LEGEND AND BORDER- GREEN LEGEND AND BORDER- GREEN
BACKGROUND- WHITE BACKGROUND- WHITE /� J
TYPICAL HANDICAP SIGN DETAIL
NOT TO SCALE
EDGE OF PAVEMENT
y OR OBSTRUCTION
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
12"
i �F i.A �• � ���i
DWQ
FHOJ #
7/8" DIA. HOLES
1.' 011
3/4" REINFORCING BAR Z
IMBEDDED 18" INTO SUBGRADE. r2•M/ 2 #4 BARS
N CONTINUOUS
O
co
CONCRETE W TEELSTOP DETAIL
NOT TO SCALE
OWNER:
DR. DECAROL WILLIAMSON
2618 NEW VILLAGE WAY
WILMINGTON, NORTH CAROLINA 28405
(910) 25I-8543
SITE AND ZONING DATA:
CURRENT ZO'41NG: RU PORTION OF PARCEL 13600023
TOTAL SITE AREA = 23.59 AC.
10,000 SF RETAIL/OFFICE BUILDING
LANDSCAPE, AREA REQUIRED
ONE GREEN SPACE ISLAND PER 20 PARKING SPACES
OR FRACTION THEREOF (144 SF MIN. PER ISLAND)
GREEN SPACE ISLANDS REQUIRED = 2 ISLANDS AP P ROVf
r'-I'A NI .')Ik ll- ITA
CC P
PARKING SPACES REQUIRED FOR PROPOSED USES .y OF HATER 0E)ALITY
ONE PER 400 SF OF GROSS FLOOR SPACE - 25 SPACES"'
PARKING SPACES PROVIDED=25 SPACE'S Oa;E 0 d
24,000 SF WAREHOUSE BUILDINGS 1;;afar Permit Ko. b
�.,
PARKING SPACES REQUIRED FOR PROPOSED USES
ONF PER EACH 2 FMPLOYEF,S, PLUS ONE FOR FAC14
MANAGER [AI, PERSONNEL, PLUS ONE VISITOR'S SPACE
FOR EACH FIVE MANAGERIAL POSITIONS
PROPOSED EMPLOYEES PER WAREHOUSE:
NINE EMPLOYEES AND ONE MANAGER PER WAREHOUSE
PARKING SPACES REQUIRED PER WAREHOUSE = 7 SPACES
(5 FOR EMPLOYEES, I FOR MANAGER, I FOR VISITOR)
PARKING SPACES PROPOSED PER WAREHOUSE = 14 SPACES
LOADING SPACES REQUIRED = 3 SPACES
LOADING SPACES PROVIDFD = 17 SPACES
.-I
111
Revisions
06/07/04 Dimensions Per
NCDENR - DWU Cornnients
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Date: _ 20 MAY_04
Scale: As Shuwn
Drawn 13y: CDC
Checked By: ACI AN113
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL,
This, drawing shall not he repnxtueed in
whole or in part without written permission
of .Toast Coast Engineering Company, P.A.
-— l
r
Y i I �� ^ r 1__ 1 e s •, ��, 1��� 'r
1 i' ' �}s�r'!
i.!kt'i'1 �.s'F ��!� s �^{�, `J'+
'�JI'�'S^f.; .+.
Sheet I of 4
ECEC PROJECT NO. 1900.27

This drawing shallnot he reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
y
Uq
ECEC PROJECT NO. 1900-27

CONSTRUCTION SEQUENCE:
Revisions
i -
/ n
I
v '
-54- i
J
jA
ii
h
w N
i
TEMPORARY
SEDIMENT BASIN
32'x210'xV
(SEE DETAIL)
km
1 4
� 1 �
I � i
A
1"
� I
r
i
TEMPORARY
DIVERSION
(SEE DETAIL)
! s
A f BLOCK & GRAVE
INLET PROTECTIOT
[TYP) (SEE DETAIL)
r
TEMPORARY
DIVERSION
(SEE DETAIL)
/ BLOCK & GRAVEL
rINLET PROTECTION
(TYP) (SEE, DETAIL)
I
TEMPORARY
SEDIMENT BASIN
25'xR0'x3'
(SEE DETAIL)
\ BLOCK & GRAVEL
1 INLET PROTECTION Sr,
1 \ (TYP) (SEE DETAIL)
54 \
)9(54.43
I II
�h1 �
i ,
r/
1 1
1
BLOCK & GRAVEL
y INLET PROTECTION
' I (SEE DETAIL)
i \3
1 3$(s4.50
i
1 I
LA Ln
L u
J LA
I BLOCK & GRAVEL
INLET PROTECTION
(TYP) (SEE DETAIL)
I
I
-I
ti
LIMITS OF DISTURBANCE IS
PROPERTY BOUNDARY = 23.59 ACRES `y
/ \ r
< / BLOCK & GRAVEL .51
INLET ROTECTION
(TYP) NEED -FAIL} j l� I �MP[?RSTRiARY
iCT[ON
53 S 51 ENTRANCE
(SEE DETAIL)
Ili l
l
DIVERSION J
5 5 (SEE DETAIL) r�
56.50 /
53
52
� I
B �
TEMPORARY
/ DIVERSION I I f
c�2� (SEE DETAIL)
III
53 i }
I
i V �JI
I I
ru
�i
! ,�r
4
TEMPORARY /
i r DIVERSION
E J (SEE DETAIL)
I f ul � r'
BLOCK & GRAVEL
1 INLET PROTECTION /
I i (TYP) (SEE DFTAII.)
yrY
l
`1
I
1
m
1
TEMPORARY /
\ I
rI
Ir I
III
�I
I II
55.50
56
I,IcsFNn
---4�— EXISTING CON'FOUR OB'I'AINEI) FROM TOMPK INS LAND SIJI2VEYING, PLS
40 PROPOSED CONTOUR SCALE: I" = 60' -
0 30 60 120
ITEMPORARY
CONSTRUCTION
ENTRANCE (SEE DETAIL)
1/2" MESH WIRE
PLAN VIEW
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING
CONSTRUCTION.
2. CONSTRUCT STORMWATER DETENTION POND WITH INLET PIPE AND OUTLET STRUCTURE.
3. INSTALL CONSTRUCTION ENTRANCE, SEDIMENTATION BASINS AND TEMPORARY DIVERSIONS AS SHOWN ON THE EROSION CONTROL
PLAN.
4. GRADE SITE AS SHOWN ON STORMWATER PLAN.
5. LAY BUILDING FOUNDATION.
6. INSTALL STORMWATER DRAINAGE SYSTEM, INCLUDING ALL PIPES, YARD INLETS, JUNCTION BOXES, CATCH BASINS AND SWALES.
INSTALL INLET PROTECTION AROUND YARD INLETS AND CATCH BASIN.
7. PREPARE SUBGRADE, PLACE MARL OR ASPHALT ON DRIVES AND PARKING LOT.
8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED, OR PERMANENT GROUND
COVER IS PROVIDED.
9. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM, IF LESS THAN DESIGN DEPTH, EXCAVATE TO DESIGN
DEPTH.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE
SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO
PREVENT OFF SITE SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON
COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY
ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO
MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE
EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE
ADEQUATE STEPS TO REMEDY THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO
AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW: HOWEVER, IT IS RECOMMENDED THAT THE
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS.
PENSACOLA BAHIAGRASS 50 LBS,
KOREAN LESPEOEZ4 25 LBS
TALL FESCUE 30 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
#57 CLEAN WASHED STONE
PLACE CONCRETE BLOCKS
TWO COURSES HIGH AROUND
INLET
LPLACE ONE BLOCK OPEN ON
EACH SIDE OF INLET
SECTION VIEW
BLOCK & GRAVEL INLET PROTECTION
NOT TO SCALE
TEMPORARY DIVERSIONS SHOULD 13E
SEEDED AND MULCHED AS SOON AS THEY
ARE CONSTRUCTED TO PRESERVE DIKE
HEIGHT AND REDUCE MAINTENANCE.
TEMPORARY DIVERSION
NOT TO SCALE
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
VEGETATED EARTHEN
CONTAINMENT BERM
VEGETATED EARTHEN
�-2:1 SIDE SLOPE MAX
FILTER FABRIC
RIP RAP STONE
CLASS 1
STONE SECTION
CLEAN BASIN WHEN
ONE HALF FULLCARRY RIP -RAP UP
TOP OF BERM SIDE OF SPILLWAY
TOP ELEVATION OF STORMWATER
#5 CLEAN WASHED ry
4' MIN. FLOW VARIABLE (SEE PLAN) STONE
VARIABLE (SEE PLAN)
TEMPORARY
SEDIMENT BASIN DETAIL
NOT TO SCALE
5'
18" FREEBOARD
MAX. VARIES
CLASS 1
RIP -RAP
d50 = 12"
W � �N
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Date: 20 MAY 04
Scale: 1"- 60'
rNawn II I;MN
Checked By: ACL/DHR
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
SEAL
a 179 r
6AR*05
Sheet 3 of 4
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company. P.A.
ECEC PROJECT NO. 1900.27

A lI•4....i4!re.t�isu.uyi.[fi.I. uslst�Ltx: s i.'c.t,i
Revisions
PRECAST
CONCRETE
4" CONCRETE
POSTS
MANHOLEFRAME
AND COVER
THROAT ELEVATION = 51.0
TEMPORARY POOL ELEVATION'--,
PERMANENT POOL ELEVATION = 49.0
SCH. 80 PVC I" ORIFICE -TEES WITH
SCREW -ON PLUG W/ GASKETS
4" SCH. 80 PVC SCREW-ON_T___
PLUG W/ GASKET` `
MIN.
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
PLAN VIEW
TRASH GUARD #4
1REBAR 6" O/C CAST INTO
4" CONCRETE POST_ AS !
REQUIRED
! 12"
4' w
INV = 47.4 36" CPP (HDPE)
a
w
• a
COMPACTED SUBGRA
SECTION A -A'
COMPACTED SUBGRADE
SECTION B-B'
THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET
STRUCTURE OR BY MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
STORMWATER POND OUTLET
NOT TO SCALE
WETLAND
PLANTS
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
NOTES
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA L.ATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
ALIENS SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP.
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE. MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL.
OTHER SPECIES.
SOFT RUSH
CONDITIONS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZ4NIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE
NATURAL RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
WETLAND SPECIES TABLE
FREEBOARD
ELEV = 52.00'
CONTRACTOR TO
PROVIDE BERMUDA
SOD (TYP)
ELEV =
3' MIN
3'
TP = 51.00'
PP - 49.0010' PP 49.00'
w
i" ORIFICE
(SEE OUTLET
DETAIL)
ELEV = 42.00'
NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
PROPOSED STORMWATER POND CROSS-SECTION
NOT TO SCALE
STORMWATER POND OUTLET
(SEE DETAIL)
y 3:1 TO EXIST
GROUND
% 36" DISCHARGE PIPE
INV - 47.4
NCDOT
EROSION
SEE PLAN VIEW FOR %CONTROL STONE
DIAMETER OF PIPE (DO) DT = 3", Dom. = 5"
ON No Zlwrll�wn
g" STONE SHALL NOT BLOCK
c OR fMPEDE PIPE FLOW
UNDERLAY WITH MIRAFI
SECTION A - A 60OX FILTER FABRIC OR
APPROVED EQUAL
ENERGY DISSIPATOR
NOT TO SCALE
2' WIDE X 6' DEEP 3000 PSI
CONCRETE COLLAR (TYP.)
I... B
PLAN
NOTE: SEE Pt
DEPTHS, PIPE
SLOPE
N_C_D.0_T.# $
'STONE BEDD...............
SECTION A -A SECTION B-B
CATCH BASIN DETAIL
NOT TO SCALE
2' WIDE X 6" DEEP
3000 PSI CONCRETE COLLAR
(TYP.)
• B SEAL WATER -TIGHT BETWEEN
PRECAST . ; PIPE AND CATCH BASIN
CONCRETE
•SPP. ( PE)
A. A'
4" CONCRETE ! , ,
A
POSTS , - B, ' +• . SEE PLAN VIEW
FOR LOCATION,
a SIZE AND NUMBER
OF FOR
MANHOLE FRAME PLAN VIEW EACH YIARD INLET.
AND COVER AS
SET AT FINISHED
GRADE ELEVATION
(SEE PLAN VIEW)
2' WIDE X 6" DEEP 3000 PSI
CONCRETE COLLAR (TYP.)
rRE
tRED I
EINVERT
AREA t3"
wHDPE)
0
UJI
ELEV
LAN VIEa
SECTION A -A' SECTION B-B'
YARD INLET
NOT TO SCALE
N AN VIEW
AS REQ'D TO ACCOMMODATE '
STORM DRAINS AND INLET FRAMES
C WIDE X 6" DEEP 3000 PSI
CONCRETE COLLAR (TYP.)
PERMANENT POOL DIMENSIONS
1" W 60'
2'WIDE X 6' DEEP
3000 PSI CONCRETE COLLAR
(TYP.)
ANCHOR
MANHOLE
COVER TO SLAB
12" II�57
_.: COMPACTED STONE
nnvvvvv¢vvva°v eee iaouvvvvv °"¢"oa"¢¢P¢¢c
o..... 000aoa v000c COMPACTED iOtle°nav°n°n°o"bds°°v°ne"vovv°v avn°ov°vi
vv P�a¢P'vvv¢avvnvvvv SUBGRADE renannevevvvvvvvvavPvvv Px
aPa......P¢aa..... In... ntlaaann°Otla¢°°a¢b¢[
SEC TiON B 9 SECTKN A A
TYPICAL JUNCTION BOX DETAIL
& COVER
NOT TO SCALE
NOTES:
1. SEE PLAN ABOVE FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF COVER ELEVATIONS.
2. SEE PLAN ABOVE FOR ORIENTATION OF STORM DRAINS RELATIVE
TO JUNCTION BOX.
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Date: 20 MAY 04
Scale: As Shown
Draw„ lBy: EWN
Chcckcd By: ACIAN3R
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
p. 1 .i�i.L.S'Fl .'�: i.r77 ;K S, .i 1. ii•dr�l ,l,�f.ii�' i y� I.:A:. o� 9:y I : �. ii
F. �'"-,�. , �n r)�� d�w:In ,i ! , !; 4 ': r+ r tI, ! '•.•+�4'1,�R ,:91l M�'trt lF Yic��r, IS�I�L >"{C, t}}'4.. rdl p,l .t
Sheet 4 of 4
ECEC PROJECT NO. 1900.27