SW8080107_APPROVED PLANS_20200512

STORMWATER DIVISION CODING SH
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW8 CeQjp--�
DOC TYPE I ❑ CURRENT PERMIT
KAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION
YYYYMMDD

OUTPARCEL #I (LOT #I) NOTES:
1. LOT #1 IS APPROXIMATELY 1.0 ACRES FOR USE AS AN ASSISTED LIVING FACILITY
2. CONTRACTOR SHALL DIRECT ALL ROOF RUN-OFF TO BE
DIRECTED TO THE PERMITTED 5TORMWATER SYSTEMS,
3, ALL ROOF TOP DRAINAGE SHALL BE DIRECTED, AWAY FROM BUILDINGS AND TO
THE STORMWATER TREATMENT FACILITIES.
4. ALL 5TORMWATER COLLECTION DEVICES TO BE INSPECTED AND MAINTAINED
BY T14E LOT OWNER.
S. ALL STORMWATER RUNOFF FROM IMPERVIOUS SURFACES SHALL BE CONVEYED VIA
SHEET FLOW AND PIPED COLLECTION TO THE EXISTING PIPE CONVEYANCE SYSTEM
DISCHARGING TO POND #I.
r .
OUTP,ARCEL #2 (LOT #2) NOTES-
L LOT #2 15 APPROXIMATELY 1.33 ACMES FOR USE AS RETAIL AND OFFICE SPACE.
2. CONTRACTOR 514ALL DIRECT ALL ROOF RUN-OFF TO BE
DIRECTED TO THE PERMITTED STORMWATER SYSTEMS. � y s
3. ALL ROOF TOP DRAINAGE SHALL 13E DIRECTED AWAY FROM BUILDINGS AND TO
THE 5TORMWATER TREATMENT FACILITIES.
4. ALL STORMNATER COLLECTION DEVICE'S TO BE INSPECTED AND MAINTAINED. 2 '
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS SURFACES SHALL BE CONVEYED VIA
SHEET FLOW AND PIPED COLLECTION TO THE EXISTING PIPE CONVEYANCE SYSTEM
DISCHARGING TO POND #I_
APR 3 0 2020 I 3 r' �F'✓ \� t 1ti i 1 / a�
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626" 04' 26'W , / SENIOR APAQTMETS ; t
88.03 AND MEDICAL OFFICES Y2 !
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COMPASS POINTE
COMMERCIAL
CLOT U2)
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��t�+1T Cat►��[
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150 0 150 300
1 INCH = 150 FT HORIZ
.LEGBD
WEST 1RACT PERMIT
BOUNDARY
PROJECT BWNDARY
FLOOD ZONE FZ —
WETLANDS ;� y
STORMWATER POND -
OFFSITE AREAS
ISSUED FOR
REGULATORY FiENIEW
C
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
4/23/20
B
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
3/25/1
A
ISSUED TO NCDEQ SW REVIEW
MTH
11 /03/16
REV,
#
DESIC RIPTION
REV.BY
DATE
REVISIONS
a�
SEAS s.
S 4698C
$
CAFE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefL-arenginee,ring.com
N.C_ LICENSE # C-1621
CQNPASS •
LEST COMMERCIAL
i 1 1J
}
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PEMCT NUMBER SHEET NUMBER
655-251 1 1-2

PROJECT BUUN[DARY
(TYP)
MINERAL BRANCI--1 TOP OF BANK
CAS SURVEYED BY CFE 7/31/2015)
START TOO
SURVEY
40
1 �► 1
5C" STEAM
BUFFER (TYP)
/ r f� POND 1 / of
l '
e ' END TOE
suRVE
$M
ALLIGATOP BRANCH TOP OF BANK
CAS SURVEYED BY CFE 7/31/2015)
SEE COMPASS POINTE
VVEST TRACT
STORMWATER PERMIT
(SVV8 090423)
A�,1
I kv
t`�`�
40
�'� FUTURE
COMMERCIAL
MINERAL BRANCI4 TOP OF BANK
CAS SURVEYED BY CFE 8/3/2015) ENS©p�TfO�B
SIJFC Y1.^Y
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BUFFER (TYP)
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START TOB ' COMPASS SENOR APARTMENTS
SURVEY
_ AND MEDICAL. OFFICES
s
�� r' / M/1
POND #1
�''� TOTAL 7 ACRES
r _ POND �1- P
y ` t DA - 6.4 AC. DA - Oh AC.N
G .
pp 75Z IMP. 4.A 5b IMP. x
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EASEMENT"Ara
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100
(VARIES)
�
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FUTURE 4 ''�SALES'00,
w a `aS` _ r T r,y�J^ ate" r�
` • / / f F ; % `i f ! CENTER/ 4 h r "� �l \ a N O
LOiYNVIEVIHL_ —r .F-,sxy'f�rJ. j ,z_
' / � f� ,/' � % � f', \/ /1 a� �.�'✓`1',�.�!' f2 �_.r r - -"�.`s r - '�' R4,P rr `fir
d<iEh
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��\ \ ! FUTURE ,
\
COMMERCiIAt.
OLlTPARCEL #2
\ `\ \ (LOT xt2)
TOTAL L33 ACRES
;\ DA - L33 AC.
AZEEI30f 75% IMP.
G
\\\
100 0 10E3
I INCH =100 FT
� t �
200
L 1�
ECrcl'%J
BY•
LE03D
DRAINAGE AREA (♦
BOUNDARY
WEST TRACT PERMIT is w� rnrr� ■r�rr rrrrwr
BOUNDARY
PROJECT BOUNDARY m EIS
OUTPARCEL BOUNDARY :u.• ~ x _
FLOOD ZONE — --'—T'F'Z
EASEMENT
WETLANDS r
STREAM TOP OF BARK _ . _ __ _ _ TOP
5V STREAM BUFFER --� ---
OFFSITE: AREAS
LISSUED FOR
ULATORY REVIEW
E
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
4`23/20
D
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
3/25/1
C
REVISED PER NCDEQ COMMENTS
MTH
11 03/16
B
REVISED PER NCDEQ COMMENTS
MTH
S/14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH
7/27 15
REV.
DESCRIPTION
DATE
REVISIONS
4 Y •'� f �E
SEAL
.1
046 0 f
a /y
{i��6�!#l9i46€3
C.AqPE FEAR
ENGINEERING
151 Poole Rd., Suite 100; Qelville, NC, 28451
TEL [phone]; FAX [phone]
www capefearengineenng.com
N.C. LICENSE # C--1621
COMPASS PONM
SST COMMERCIAL
• �r1 ai�0'J •ss�,f s r ss s 'i ?, 's }1 S s : r!° },+ s�; t r ti6
�4
PROJECT NUMMR SHEET NUMBER
�55-251 DA-1

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PROJECT BOUNDARY
STREAM TOP OF BANK
-----TOP
POND EASEMENT
50' STREAM BUFFER
FLOOD ZONE
-PZ
WETLANDS
HIAO POINT LAMS
FLOW ARROWS
STORMDRAtN PIPE
STORMORAIN INLETS
FLARED END SECTION
OFFSITE AREAS
'7
LqSUED FOR
REGULATORY REVIEW
E
ISSUED TO NCDEQ SW
MTH
4/23/20
FOR OFFSITE PERMIT
D
ISSUED TO NCDEQ SW
MTH
D3/25/1
FOR OFFSITE PERMIT
C
REVISED PER NCDEQ COMMENTS
MTH
11/03/16
B
REVISED PER NCDEQ COMMENTS
MTH
8/14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH
7 7715
REV-
#
DESCRIPTION
REV.BY
DATE
i
REVISIONS
CAPE FEAR
ENGINEERING.
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C- LICENSE# C-1621
COASS CONERCIAL
WEST ENTRANCE
12'm
A
PROXCT WNBER
55-251

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VICINITY MAP
� lNCN � APPROX. 52SO FT.
WEST
COMMERCIAL
(SW8 080I07)
COMPASS POINTE
OVERALL BOUNDARY
LOCATION MAP
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suiie 144; Belville, NC, 28459
TEL (91 Q) 383-1044; FAX (91 a) 383-1045
www.capefearengineering.com
N.C. LICENSE # C-1621
NOT TO SCALE
' 5 4
►.0-N 4
ISSUED FOR
REGULATORY REVIEW
GENERAL CONSTRUCTION NOTES:
L THE CONTRACTOR IS RE-SPONSBLE FOR VERIFYING THE LOCATION
OF ALL EXISTNG UTILMES PRIOR TO CONSTRUCTION,
INDEX
COVER
1-1 INDEX
1-2 OUTPARCEL BOUNDARIES
DA-1 POND DRAINAGE AREAS
SW -I STORMD12AIN PLAN
P-1 POND #1 DETAILS
P-2 POND u2 DETAILS
D-I SITE DETAILS
D-2 STORMDRAIN DETAILS
ECEIV
E3Y: `b W8 0,W
CAN" /3/19
210- 1
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GENERAL NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
3. THE PROJECT AREA 15 APPROXIMATELY 32,07 ACRES.
4. CONTRACTOR SHALL DIRECT ALL ROOF RUN-OFF TO BE
DIRECTED TO THE PERMITTED STORMWATER SYSTEMS.
5. ALL ROOF TOP DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDINGS AND TO
74E 5TORMWATER TREATMENT FACILITIES,
6, ALL STORMWATER MEASURES NOT LOCATED WITHIN RIQHT-OFF-WAY OR
DRAINAGE EASEMENTS ARE C4N50FIRED COMMON AREA.
7. ALL PONDS LOCATED IN COMMON AREAS,
5. ALL DRAINAGE EASEMENTS TO BE RECORDED ON ALL. LOTS ADJACENT TO PONDS.
PROJECT BOUNDARY DETAILS=
LINE
BEARING
DISTANCE
L1
N33'34'44"E
139.13'
L2
N18'20152"E
45.27
L3
N48'21'09"E
127.83'
L4
N27 38'48"E
61.20'
L5
N39'29'41 "E
56.32'
L6
N 32'52' 42"E
121.11'
L7
N60'07'53"E
67.98'
L8
N48'40'02"E
78,26'
L9
N71'17712"E
79.38'
L10
N45'23'35"E
61.18'
L11
NO2'45'10"W
34.70'
L12
N38'28F37"E
66.00'
L13
N 70'10' 21 "E
27.20'
L14
N571 TWE
47.95'
05
N79'07'19"E
32.27'
L16
N66'22'14"E
36.56'
L17
N 36'11'10"E
44, 46'
L18
N1426'50"E
115.57'
L19
N41 *12'38"E
36.47'
L20
N42'21'28"W
33.17'
L21
N20'10'04"W
50.15'
L22
N26'0415"E
47.82'
L23
N22'50'29"E
108.14'
L24
N09`38'1 YE
42.10'
L25
N21'10'36"W
117,18'
L26
N07'50'01 "W
58.60'
L27
N0447'55"E
159.75'
L28
N36'23'19"E
155.18'
L29
N33.41'49"E
105.44'
L30
NO3'08'47"W
36.42'
L31
N60'33'35"E
14.27'
L32
S89'59'00"E
184.34'
L33
S0336'12"E
182.19'
L34
S5747'32"W
105.12'
L35
S50'39' 41 "E
91, 49'
L36
S52'0746"E
193.67'
L37
S33'21'47"E
189.18'
L38
N83'12'02"E
297.10'
L39
S23'00'36"E
51.74'
NOTEt
I. LINES L31-L.99 ARE A COMMON BOUNDARY BEWTWEEN THE
PROPOSED WEST COMMERCIAL PROJECT AND 'THE PERVIOUSLY
PERMITTED WEST TRACT PROJECT (SW5 M423).
SEDIMENTATION OPERATION 4 MAINTENANCE NOTE5t
1. ALL EP05ION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING, EVERT
RUNOFF -PRODUCING RAINFALL. BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED,
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
VIA VEHICULAR TRAFFIC.
3. CONTRACTOR 514ALL INSPECT AND MAINTAIN WET POND f SEDIMENT
BASIN AT NO LESS THAN 75% OF ITS INITIAL VOLUME. ACCUMULATED
SILTS TO BE REMOVED AND DESIGN VOLUME RESTORED, ACCORDINGLY
SEQUENCE OF FINAL. LAND DISTURBANCE:
1. PRECON5TRUCTION CONFERENCE TO BF HELD PRIOR TO BEGINNING.
2, DETERMINE AND MARK LIMITS OF FINAL. DISTURBANCE.
3. INSTALL. GRAVEL. CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SEDIMENT 5A51NS AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICE5 EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7, A5 5TORMWATER INLETS ARE CONSTRUCTED, PLACE WIRE AND
GRAVEL INLET PROTECTION.
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6. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
9. PERMANENT GRA55 SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABWS" A VIGOROUS STAND OF GRASS.
10- AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
RBMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
COMPASS PO4TE
VVEST TRAT �
STOPMWA
PERMIT
SW8_ Q90423,
00
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SARA. KLUTZ 08
) PCc. 0344
02100075Q2
CO -CM
ZONING
CENTERLINE
ALLIGATOR
BRANCH
WETLANDS
1. WETLANDS WITHIN THE PROJECT BOUNDARY WERE DELINEATED BY
NEEDHAM ENVIRONMENTAL, INC. AND HAVE BEEN APPROVED BY USAGE.
200 0 200 400
�5� - Tt�"
1 INCH = 200 ET HORI2
.UEQ90
WEST TRACT PERMIT S now
BOUNDARY
PROJECT BOUNDARY / m
FLOOD ZONE Fz -
WETLANDS
STORMWATER POND
OFFSITE AREAS
FISSUED FOR
ULATORY REVIEW
D
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
33T2571
C
REVISED PER CLIENT COMMENTS
MTH
11 /03 1
B
REVISED PER NCDEQ COMMENTS
MTH
8/14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH
7/27 15
REV.
DESCRIPTION
Y
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100E Belville, NC, 28451
TEL [phone]; FAX [phone]
wwwca pefearengineering. com
N.C. LICENSE # C-1621
PROJECT
NUMBER : 855-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS PO NTE
WEST COMMERCIAL.
PROXr,T NUMBER SHEET NUMBER
655-251 1 1-1
-Z7.
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OUTPARGEL #1 (LOT #Q NOTES:
1. LOT #1 IS APPROXIMATELY 7.0 ACRES FOR Ural: AS AN A5515TED LIVING FACILITY
2. CONTRACTOR . SHALL DIRECT ALL ROOF RUN-OFF TO BE
DIRECTED TO THE PERMITTED STORI" 1WATER SYSTEMS.
3. ALL ROOF TOP DRAINAGE MALL BE DIRECTED AWAY FROM BUILDINGS AND TO
THE STORMWATER TREATMENT FACILITIES.
.4. ALL STORMWATER COLLECTION DEVICES TO Be INSPECTED AND MAINTAINED
BY THE LOT OWNER.
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS SURFACES 5"LL BE CONVEYED VIA
SHEET FLOW AND PIPED COLLECTION TO THE EXISTING PIPE CONVEYANCE SYSTEM
DISCHARGING TO POND #1.
100,
EASEMENT
1_, 1 FROND **2
r �
VI I
t
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L-174.169, R»69SZ58
644351 � !
S26' 04' 26'W
88.OS
r 1
a
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COMPASS POINTE l
' SENIOR APARTMENTS ua 1
AND MEDICAL. OF9CES iq ON
r (LOT =I)
!
tE
/ 1 �" S.!•` #a 3 ! 1, 1 �7 � ...b.
�l�ff POND al
117,
0 Nil
42-12.
L-9a879, R-t75.665J
&-32.2509
L-77.299, 1Z-290620
&-6.2394
aa6.�3
By ^ N28. 53! 29Ti f
\ 94.92
N26.3a' 26'E
108.6I
MOPIr
r
v
It %
.863 ° 26' SO'E
13.67
OUTPARCEL n2
(LOT s*2)
124.96
a 22
Ox
150 0 150 300
1 INCH — 150 FT HORN
LERODD
WEST TRACT PERMIT
BOUNDARY
PROJECT BOUNDARY
-
OUTPARCEL BOUNDARY �'""*��" ■*" + *" ""^""
FLOOD ZONE — — FZ —
WETLANDS
STORMWATER POND [ �[
OFFStTE AREAS
ISSUED FOR
REGULATORY REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suiie 100; Selville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.G. LICENSE # C-1621
00 PROJECT
NUMBER : 855-25t
SCALE : AS SHOWN
HATE
TRACKING ;
COMPASS POWE
WEST COMMERCIAL
PRO.ECT NUMSM 94EET NUMBER
655-251 1 1-2
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MINERAL BRANCH TOP OF BANK
(AS SUI2VF—YED BY CFE 8/3/20I5)
50' STEAM r
MJF =ER (TYP) f�
SURVEY
20
EIR
�,
-. ,WOO-* EASEMENT
\ ;•�
PROJECT BOUNDARY
(TYP)
END TOB
SURVEY
so
-.. `
} f Sao'
50' STEAM
BUFFER (TYP)/ ! f
ALLIGATOR BRANCH TOP OF BANK
/ POND (AS SURVEYED BY CFE 7/31/2015)
MINERAL BRANCH TOP OF BANK END TOB
(AS SURVEYED BY CFE 7/3v2015) ♦ _ / t {f %� SURVEY
START TOB
SURVEY
POND'
EASEMENT ``"_ , s
(VARIES)
i e FUTURE`
f COMMERCIAL
20' RE.00ATABLE r �' f { f f ' .f '"i
ACCESS EASEMENT }
/ / � v • ` ` � I ryl� �
SEE COMPASS POINTE
VVEST TRACT
STORMVVATER PERMIT
(SVVS 090423)
POND 3*2
I
DA - 42.88 AG \ \�
Vv9PERI/I0US T54%
eti
FUTURE \ \
-sue z"-Yw
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l v _rj
x- -ter: s� z _''� _..."aT� ✓' rr �> r r �,
°0,��, f ; COMPASS SENIOR APARTMENTSz 4C
ANC7 MEDICAL OFF#CES
/ N r� `� r^ {LOT #i - c" -'$may hr. ii l
� ��sr��� ' �`-�' TOTAL � 7 ACRES :�`✓ �r��-���" _ � � ���
POND #1
DA - 6.4 AC DA 0.6 AC <<�^� �•� ,�
75% IMP. 4 4% IMP.
A
SALES
'' f /
f
CENTER/
COMMERCIAL
) y }
POND so
\
1V4p*MViOIiS - 75%
/ 1.
FUTURE
COMMERCIAL
\ r * ru y
xx
orf-
i
OUTPARCEL 9*2
CLOT #2)
TOTAL. - 1.33 ACRES
DA • 1.33 AC.
70% IMP.
ANt �5 x s t4 s 1 �tr
„^ y"--�.',r y» ' art "� '•"' 'S .,z'''`"k 1 ! - - i y, r .i
-� 's tom» � � r r •� " �' \ `� �,� "
-
s
r� r
1�
1 INCH !• FT
DRAINAGE AREA
BOUNDARY
WEST TRACT PERMIT S m+*m NNW swo
BOUNDARY
PROJECT BOUNDARY
OUTPARCEL BOUNDARY ,,Z -,n � y 7_ H...
FLOOD ZONE - - — —_ F7_
EASEMENT -- -- -
f I�1'1
WETLANDS 7 v
f y'
STREAM TOP OF BANK
50' STREAM BUFFER •—•• -••••
OFFSITE AREAS
ISSUED FOR
REGULATORY REVIEW
p
ISSUED TO NCDEQ SW
MTH
3/25/1
FOR OFFSITE PERMIT
C
REMISED PER NCDEQ COMMENTS
MTH
11 /03/16
B
REVISED PER NCDEQ COMMENTS
MTH
8/14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH
7 27 15
REV.
DESCRIPTION
REV. Y
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621 -
PROJECT
NUMBER ; 655-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS 1 ONTE
WEST COMMERCIAL
�n ...r• .. Y i , t, .�, r-.,s .t,..�.,. ...'.it: m rt
'r , t_i«.. f r t' �•,r ',. �` �,��,Ir..I i.yS ill •,'t I� �rt �^'!'',`ri ;h�� !'i (,
PROJECT NUMBER SHEET NUMBER
655-251 DA-1

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rrr r�r
STREAM TOP OF BANK
TOP
POND EASEMENT
—�— ---
54' STREAM BUFFER
--
FLOOD ZONE
WETLANDS,,
HIAO POINT LABELS
FLOW ARROWS
--.-�►
STORMDRAIN PIPE
STORMDRAIN INLETS
FLARED END SECTION
[
OFFSITE AREAS
r
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-�.r`"rrir.F-'liwlyaiwrLr
ISSUED FOR
REGULATORY REVIEW
D
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
3/25/
C
REVISED PER NCDEQ COMMENTS
MTH
11 03/16
B
REVISED PER NCDEQ COMMENTS
MTH
8f14 15
A
ISSUED TO NCDEQ SW REVIEW
MTH
72715
REV.
DESCRIPTION
Y
pA�
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.r,apefearengineering..com
N.C. LICENSE # C-1621
PROJECT
NUMBER : 655-251
SCALE : AS SHOWN
DATE
TRACKING
COMPASS COMMLERCIAL
WEST ENTRANCE
PRO.ECT NVMNF..R SHMT NUMOM
6 55-251 sw-1

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WETLANDS VEGETATION NOTE:
-- - -
/ _ \ THE VEGETATED SHELF SHALL BE PLANTED WITH A MWIMIM OF THREE
PROPERTY •- , ` r ✓ r -" F _ -` v -- ... _ ` DIVERSE' W RAND SPECIES A MINIMUM OF 50 PLANTS PER 200 SF OF
EMERGENCY i -~ -__ .µ.. - `• \ SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
BOUNDARY {TYP) _ -
MINERAL BRANCH �' SPILLWAY -` �. "'- -.� _ ^' `'= ` \ \ 24" TO 36" ON CENTER AND SHOULD HELD FULL COVERAGE TN 1--2 YEARS.
TOP OF BANK • f� ,r - - _ r _ ._ ` -- :_.; \ �• \ \
THE FOLLOWNG SPECIES OF YEiLANDS VEGETA71ON ARE SUITABLE FOR
' r / ,• -_ - - -- ! - sR _� - -�` PLANTING ALONG THE 10:1 VEGETATED SHELF -
PLANTS SU17ED FOR SHELF THA7xS UNDERWATER
�pP '5 ISO
SAGITTARIA LANCIFOLIA (BULL TONGUE)
�� 10 -&- r• // / / f - SAGI TTARIA LA77FOUA (DUCK POTATO)
SAURURUS CERNUUS (LIZAROTAIL)
all
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
M / /` \ .'; ASCLEPIAS INCARNATA (SWAMP MILKMTO)
iOp -" - -" TOP IA �. .,..•- tOp ✓ ~ f / - y ��- - -- �` \ \ r -' CAREX TFNERA (QUILL SEDGE)
- -- M a _ �" _ ` - CHELONE "BRA (WHITE TURREHEAD)
i _ r
.TOp � _.= �. --- --" � � ✓ � �. ..� '' �. ''" � �-- �'•' � �` �. �' `� ` � V IF E}I+1E OR MORE OF THE SUGGESTED SPECIES IS UNA VAiIABLE APPROPRIATE
''� -_ 41 FES #114 / _� WTLANDS VEGETA71ON COMMON TO THE COASTAL NORTH CARIXJNA REGIONT n I.E OUT _ 42.25 r-- - / MAY BE SUBS 71TUTED, SEE' CH 9 OF STATE STORMWATER BMP MANUAL FOR US
slop OF 07HER RECOMMENDED WETLANDS PLANTS
"r 50' STREAM
-lopr URBFI=E"_ - ._ ___- --- � _ ,.. ,_"'-.�.- -'" r .,� 'r E J �'•^ / ,,. � ,`,- �r - f � �'� .,. � 1
FES **I00
IA- OLJ 1 = 44.5
FOREBAY tt2
_ f`Z \ i FES *sIOOA j f
00
I.E OUT a 44.5
00
aft
. so_ f ;fl7 r
N _ low
10' V FGE
L TATI=D
SI- IE
low
go � 5-..ter,. '•= �- . r \ \ \ � � / I f l
Os s- '" \ 11 I / / 1 1 INCH 20 FT
f / / / ,r .�' \ \ \ ♦ `ti 1 f , ' l \ / \ ~ \ \ ,� _, / f ' j l 1 // VARIES 10'
\ # l NORMAL POOL
/ I { ! \ f ` \ POND t�l / f ,., r / ` ♦ \ �, ELV. - 44.5
� = Lk TOP OF EMBANKMENT - 50.0'
\ `` \ \ \ \ \ \ 4 - 5: ~ �.. i / / / % i �>� \ / , f / ! ! / / i / _ / �+ EMFRGMCY SPILLWAY = 49.0'
MAIN POOL ,
OF WEIR) ERR-
e \ ~\ F REBAY #1 1 ,� ^� _ \ �� `� - r J / ' 'i ' /v' / / / / v ' 18" HDPE 4r BOTTOM OF 10:1 SHELF EL- 44.0'
\ IE= 42.50' r BOTTOM EL= 35.0'
ol
WIDE
10:1 SHELF
\ \ \ \ -' \ \ ` EMBANKMENT SECTION
\ \ / NOT TO SCALE
♦ \ \ r \ 1 /
- \ -' - / / \ \ \ l r r E / i \ \ ✓ / / / / / / NOTES:
POND \ r _ __ \ \ \ \ \ / r / / i - r r f / -" 1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO 13E
`� ` / \ \ \ ! / / / / // -' ♦ \ \ _ / r INSTALLED ON PRIMARY OUTLET STRUCTURE BOX AND TO
EASEMENT \ \ - ..
(VARIES) � � \ \ \ � '�- / r -� ,,,. � � `� `� ` \ � � \ \\~` \ � /' � f' ,•''/' �''�/ / / / / ��" ' -� � '\ \\ \ ~' � �! " ,.-- �' � � � ' �/ � REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER
\ \\ . \ ♦ \ / / r / / r , / / ,� \ 1 / %f NCDEQ%LQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE
UNTIL SIZE IS S D 5 A T R V C TEMPORARILY COVERED WITH WIRE N7 TONE UN
� � � � _._- �" � � \ � \ \ \ \ .....- � / / / � r ,� � \ \ \ \ .,-• .,- � r ! SQUARE OPENINGS </W 5"
STABLE TRASH RACK BARS ATTACHED
5'_{}" TO OUTSIDE OF PRE CAST
CONCRETE BOX
6" 4sO" 18" HDPE
\ "" - .v C1 _ / ✓ / (TYP)
TRASH RACK (SEE OPENING IN
DETAIL THIS SHEET) I CONCRETE
1
i
12' THICK RIP --RAP W/FABRIC UNDER. 56 FT
GEOTEXTILE FABRIC TOP OF EMBANKMENT
ELEVATION a 50.0'
TOP OF RIP -RAP
50 FT
EMERGENCY SPILLWAY
NOT TO SCALE
REMOVE SKIMMER ONCE SITE HA:
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE. (SEE
PARTIAL SECTION VIEW)
TOP OF
EMBANKMENT
3P OF EMBANKMENT -50-OW
.10' 1O'mIn TEMPORARY POOL 445.10' TEMPORARY POOL 48.10 ��-
- MRIZ4CYE TEMPORARY POOL 48 t0'min. - � - -
SPILLWAY=49.O' r- NWL-44.5 _ _...... _ ,.-, - - - - - - - - NWL=44 5'- - - - - - - -- - - - - ..... _... _.., .,.._ - -... NWL-44.5' ....
- L- TOP FOREBAY #1 =44,0' OP FOREBAY #2 =44.0'
_ �40 5 '
POND BOTTOM
FOREBAY �� MAIN POOL BOTTOM FOREBAY 35.0• EL. 35.0'
BOTTOM a 35.0 I BOTTOM 35.0 -
1-FOOT OVER EXCAVATE -
FOR SEDIMENT STORAGE- T• -ice-,Ti--
FOREBAY & WETPOND SECTION
TEMPORARY FAIRCLOTH SKIMMER
(OR ENGINEER APPROVED EQUAL)
8.0" SKIMMER W/ 5.8" ORIFICE
TOP OF BOX
EL 48.75'
%-i NWL EL. 44,5W
4" PVC STUBBED -
INTO BOX
6" PVC STUB
I.E 44.50'
1
I.E. 42.5
OUTLET STRUCTURE #115
NOT TO SCALE
to a
LO
'30..Tlr,. .... .. .
6" PVC STUB PRE -CAST
CONCRETE BOX
TOP BERM 50.0' 30N 6" WEIR OPENING
SOX ELAN VIEW
EL 42.5'
1 `, \\\/ TRASH RACK (SEE
/.� DETAIL THIS SHEET)
TOP OF WEIR
EL. 46.60'
BOTTOM OF
WEIR EL 46.10'
18" HDPE
STONE
BEDDING
AS REVD.
TOP OF BOX
6" PVC SCREW
EL, 48.75'
PLUG CLEANOUT
TOP OF WEIR
EL. 46.60'
BOTTOM OF WEIR
EL- 48.75' --'�
EL 46.10'
PERMANENT -
ORIFICE PIPE
6" PVC STUB
LE 44.50'
6" PVC TEE -
18" HDPE 6" PVC
CAP WITH -
3.5"
HOLE DRILLED
EL.. 42.5'
-- STONE
BEDDING
i AS REQ'D,
8" MIN.
\ � EL 48.75
iswx 6"
WEIR
--�,/ WEIR
OPENING
12"
LE, 44.6'
SEE SHEET 1-1 FOP LEGEND
AND GENERAL NOTES.
ISSUED FOR
REGULATORY REVIEW
C
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT/25
MTH
1
B
REVISED PER NCDEQ COMMENTS
MTH
8/14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH
7/27 15
REV.
DESCRIPTION
Y
p��
REVISIONS
CAPE FEAR
E N G I N E E R I N G
151 Poole Rd.,Sulte 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefeatengineeHng.com
N.C. LICENSE # C-1621
PROJECT
NUMBER:
655-25i
SCALE : AS SHOWN
DATE
TRACKING
COWASS POLITE
WEST COMMERCIAL
00.
PROJECT NUMBER %iEET Numem
655-25 P-
�. H
it Alt tSl 7�ri l�l ��x!'F4l�i� f 1
j7+� n-•I i J 1 -i �_��141J ' ..'!r� �r •�1'., .;. -. i - :'.4' It yyt, MI6 11 L+.f.i+y,+`. •.a... r... .. �a _'rl

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10' VEGETATED
/ 3
MINERAL
BRANCH TOP
OF BANK
one
vw
`..` LEOUT e25.8
�tQ D
\ MAIN POOL
OS #210 �` 1
::�2
�. ✓ # # f
r
In
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f ` _ F012EBAY
. NORMAL POOL f f
ELV, : 26.5
i
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26
289 1/
� 1 �
FESI#200r
1EOUT -25.0
��
r POND `/
EASEMENT ✓'r ✓ - / / Qb�
2 r - (VARIES)40
U f
ALLIGATOR
BRANCH TOP
O / r �r
s ,. ✓ ✓ - f � to THICK RIP -RAP W/FABRIC
UNDER.
\\ GEOTEXTILE FABRIC-
EMERGENCY
SPILLWAY \
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WIN A MINIMUM OF THREE
DIVERSE NiETLAND SPEOES A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROWDED. PLANTS SH(AULD GENERALLY BE PLANTED
24' TO 36' ON CENTER AND SHOULD WIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPEOES OF WETLANDS VEGETA77ON ARE SUITABLE FOR
PLANTING ALONG THE 10.•1 VEGETATED SHELF.
PLANTS SU17ED FOR SHELF THA 7'S UNDERWATER
- SAGITTARIA LANLYFOLIA (BULL TONGUE)
- SAGITTARIA LARFOCIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAX)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (O WLL SEDGE)
- CHELONE GLABRA (KIR E TURRSHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETA1701V COtVfMM TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATE'R 8MP MANUAL FOR UST
OF OTHER RECOMMETJDED WETLANDS PLANTS
72.25 FT
TOP OF EMBANKMENT
ELEVATION - 31.0'
70 17
TOP OF RIP -RAP
EMERGENCY SPILLWAY
NOT TO SCALE
�IIr �l a� r■1�1 K� m mI■ INN
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE
INSTALLED ON PRIMARY OUTLET STRUCTURE BOX AND TO
PLACEREMAIN IN
50' STREAM BUFFER NCDEQ/LQSS&E PERM PERMIT.
IS PERMANENTLY STABILIZED PER
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE
\\ TEMPORARILY COVERED WITH WIRE AND 57 STONE UNTIL SITE IS SQUARE OPENINGS </� 5"
\\ TRAM RACK BARS ATTACHED -.
OF BANK TOP OF EMBANKMENT 31,00'
TOP OF EMBANKMENT-31,00'
�r r _ ___1L7
L� w _ .. _ ... TEMPORARY POOL 2&26_—100mIn. — — — — — — — _ _ �. _ TEMPORARY POOL 28.26' — — — _ . ._ _ �. — EMERGENCY SPILLWAYa30.25
N Z
TOP FOREBAY-26. - 4 RV r
sHwr-24,63'
FOREI3AY .;r MAIN POOL
BOTTOM = mV - BOTTOM - 16'O _ 1--FOOT OVER EXCAVATE
- - p'T r [ -iT- i t- t t - TIT 13�• FOR SEDIMENT STORAGE
FOREBAY & WETPOND SECTION
VARIES _ 10'
TOP OF EWANKMENT 31.W
EMERGENCY IiWAY 3Q.25'
IE= 26.25' 90770M EL= 16.00'
10'
WIDE
10:1 SHELF"
EMBANKMENT SECTION
NOT TO SCALE
TEMPORARY ItAIRMOTH SKIMMER
(OR ENGINEER APPROVER EQUAL)
4.0" SKIMMER W/ 3.e ORIFICE
REMOVE SKIMMER ONCE SITE HAS
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE. (SEE
PARTIAL SECTION VIEW)
POND BOTTOM
EL..16.0'
TOP OF BOX
EL 30.W
NWL EL. 26.50'
6" PVC STUB
I.E 26.50'
TRASH RACK (SEE
DETAIL. THIS SHEET)
TOP BERM 31.0' -
1 (—,�\\�� TRASH RACK (SEE- -- - -- - - I EL. 30.4'
•C/ \/
I,E. 26.25
EL 26.25'
OUTLET STRUCTURE #2 O
NOT TO SCALE
� DETAIL THIS SHEET)
TOP OF WEIR
TOP OF WEIR (3 SIDES) EL. 30.0
EL 29.26' PERMANENT
30'x 12"
(3 SIDES)
EL. 29,26
I I
BOTTOM OF WEIR (3 WES) ORIFICE PIPE
--�- WEIR
OPENING
j 30"
��
EL. 28.26' ,.
5 PVC TEE
:,. (3 SIDES)
BOTTOM OF
�
WEIR (3 SIDES)
j
B' PVC CAP WITH
12"
EL 28.25
I.E. 2L3,25
1 t
3.5" HOLE DRILLER
18" HOPE
-
•��
18" HOPE
u �t
! u () i
I.E. 26.5'
STONE
BEDDING
AS REQ'D.
EL.. 26.25'
"•I.
6 PYC STUB
LE 26.50'
STONE
BEDDING
AS REQ'D.
L EMEND
SEE SHEET i-i FOR LEGEND
AND GENERAL NOTES.
ISSUED FOR
REGULATORY REVIEW
C
ISSUED TO NCDEQ SW
FOR OFFSITE PERMIT
MTH
3/25/1
B
REVISED PER NCDEQ COMMENTS
MTH
8 14/15
A
ISSUED TO NCDEQ SW REVIEW
MTH7/27
15
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
CAPE FEAR
ENGINEERING
151 Poole Rd,Sulte 'IUD; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineedng.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 655--251
SCALE: AS SHOWN
DATE t
TT2ACKING :
COMPASS POD
WEST COMMERCIAL.
&
PROJECT NUMBER SHEET NUMBER
655--251 P-2

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VARIES (40' TO 70') RIGHT—OF—WAY
w
z
VARIES
VARIES
-
w
z
/--SCORING@ 8" INTERVALS,
3/8 x 3/8
24" CONC.
VARIES---,...,
VARIES
CONIC.
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ROLL CURB
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WIDTH
0
x
3,000 PSI CONCRETE SIDEWALK,
�T
AND GUTTER
PICA
VARIES
IN BROOM FINISH, SLOPE 1/4- FOOT
DIRECTION OF DRAINAGE
1/2* EXP. JOINT 0 24'
'VARIES
INTERVALS TYP.
1/2"/FOOT
1/2"/FOOT
AH RADII
ANTE
1/4-/FOOT
NTEECNS
RS
4' FROM
Bc IC
��/�\\`�\�� \ WL
1 1/2- ASPHALT
6" ABC
COMPACTED SUBGRADE
SEE SHEETS C-1 TO C-9
COMPACTED
SUBGRADE
FOR SIDEWALK LOCATIONS.
5v-0* AND 81-0" CONCRETE
SIDEWALK
ROAD SECTION
NOT TO SCALE
NOT TO SCALE
RAMP TO HAVE
TEXTURED WARNING
SURFACE
TOOLED SCORE
TYPICAL
A.V
yti
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MAXIMUM LIP
(VARIES) SIDEWALK 6'-0" MIN. RAMP SEE ROLL CURB
48 TOOLED SCORE 12 1 2" EXP. AND GUTTER
1 MA � 1 MAX2 J INT DETAIL
A
12"
4
A
RIBBON CURB DETAIL
2141, � NOT TO SCALE
1
UNDISTURBED SUBGRADE
6" THICK CONCRETE SIDEWALK / RAM Fx --- 4" THICK AGGREGATE BASE,
TYPE 1, No. 21 or 21A
SECTION A -A
NXE5,
1. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1, CROSS AND SIDE
RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE
WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH.
2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE
RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY
ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
HANDICAP 2AMP
FORROLL CURB INTr=RSF=CTI0N
(WITH GRASS STRIP)
NOT TO SCALE
VARIES (SEE PLAN)
STANDARD CURB
AND GUTTER
SLOPE
MID) MIN 2%
ASPHALT ROADWAY
NOTE. USE RIBBON CURB
DETAIL WHERE INDICATED
ON PLANS
NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
ON PLANS
CURB TRANSITION
ROLL CURB
AND GUTTER
GUTTER SLOPE AND DIRECTION
OF FLOW VARIES (SEE PLAN)
TYPICAL PARALLEL PARKING DETAIL
NOT TO SCALE
19" 1 gj*
a.
24"
REVERSE SECTION
a
129* 1 2py
Un
0
to
d
L- 24" 2
STANDARD SECTION
GUTTER
ROLL CU12B %Vkj I I ER DETAIL
NOT TO SCALE
61?
-I - 3- RADIUS
6'p
13"
4
4 7"
3" RADJU
6" 19-6"
SPILL SECTION
STANDARD CURB & QJ17ER DETAIL
NOT TO SCALE
LEGEND
SEE &4EET 1-1 FOP LEGEND
AND GENERAL NOTES.
MUM FOR
REGULATORY REVIEW
, Aj
CAPE FEAR
ENGINEERING
151 Poole Rd., Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineeting.com
N.C. LICENSE # C- 1621
Numsm : 655-251
SCALE AS SHOWN
DATE
TRACKING
COMPASS PONM
WEST COMMERCIAL
SITE
DEIALS
PM;ECT NUMBER SHEET NUMBER
655-251 D-I

PLAN
SECTION X- X
4' PRECAST CONCRETE COVER
5"
m 8"
SECTION Y--Y
GENERAL. NOTES:
1. ALL CATCH BASINS OVER 3'-B' IN DEPTH TO BE PROVIDED WITH STEPS
1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WFrH STD. 840.66.
2. ALL 00V= CORNERS TO BE CHAMFERED T',
3. CLASS 'B" CONCRETE TO USED THROUGHOUT.
4. a PIPE WM*ML.ES TO BE PLACED AS DIRECTED BY ENCiNEER.
5. THE a OPENNC SHOWN MAY BE INCREASED TO 8" MAXIMUM IF DEE'1AED
NECESSARY BY THE ENGINEER.
0. OPTIONAL. CONSTRUCTION - MONOLrrHIC POUR, 2" KMAY. OR #4 BAR DOWELS
AT tY CENTERS AS DIRECTED BY THE ENGiNE£R.
7. FORMS ARE To BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
8. IF REINFORCED CONCRETE PIPE IS SET 1N BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON STANDARD 840.00.
9. A SMNE DRAIN CD MSfING OF 1 CUEW FOOT OF NO. 78M STONE CONTAINED
IN A BM OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE.
10. A MoMnED GRATE INLET FOR AN INVERTED CROWN ROAD MAY BE USED AT THE
DISCRE-rm OF THE DEVELOPER.
Y� F.
S
0
a
M
PIPE
Y BAR
PART SECTION Y-Y
SHOWING METHOD OF
CONSTRUCTION FOR S"
OPENING
PART SECTION Y•-Y
SHOWING METHOD OF CONSTRUCTION
IF INCREASED OPENING IS USED
Dim's
OF
X JTc
oR
COVER
DIMENSION
CU. YDS. CONC.
IN am
TOTAL GLTANfiIo
WX dt COVER
nEDUCilON
ONE PIPE
P
SPANT
BARS
- Y
0
B
COVER
C.S.
2"
3'wg
2'-3
2 _g
2
3 -0
8
4 -& 3'-3"
0:178 0.271 .250
27 1.051
0.075 0.03
0.044
3 -g
2 .
--8
-
8
4 -6 3 -3
0.271 0.
27 7.114
0. O3
0.044
8
4 -0
2-
2' w1
2
3 -5
95
R4'-g-
-0 3 -B
O 0 34O O 284
34 1.
0.033 0.049
0.05p
4
9
4 -0
-B
"
2
-5
9
5 - --B"
0.222
34 t.
P'
3_g
2
14
-
7 0.417 O3t5
41 1.924
0.092 0.127
0.050
38
1
5 -D 4 -T3
1 273 17 O. 5
41 .081
0 t3 0,17$
0.-0
3 -6
'-
4 -3
115
-0 4 -6
0.273 0 t5
41
0.1l
48
4-6
4 0
5 -
4' -9"
12
5 -3
3 �$ 5 -0
0.334 0.509 -3 22
48 2.749
0.235 0.317
0.056
NCDOT (840.04) CATCH
BASIN 12" THQU 48" PIPE
NOT TO SCALE
»
�t
12" 8" 6"
--------
r- - T
g6" 3,-0" 6"
r
I
N
r
SECTION Y
ROLL —TYPE FRAME AND GRATE /SEE STORM ©RAIN SCHOF EDULE
N.C.D.Q.T. STD. #840.038 BACK OF CURB
c� �_ X 2"
r—
20-2" 6"
AAl
4Y �.
v
SECTION X
­0.-
PLAN
CURB INLET NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS,
CURB INLET
NOT TO SCALE
3" MIN.
24RM AND 4" I SOLID TOP
zI NOTE:
Fil,
BOX SIZE TO BE BASED
' - ON CONNECTING PIPES
r WALL THICKNESS: AS REQUIRED
BY MANUFACTURER.
I I I I CONCRETE: 4,000 PSI i 28 DAYS
KNACK -OUT P NE I I I j REINFORCING: AS REQUIRED BY MFR.
IN ALL WALLS (TYP.) I I I I
I I I - - - - - � FOR H2O LOADINGS
BRICK BLOCK C
OR PRECAST b6)
12" CRUSHED STONE
6"
PLAN
R
6" P
/'%I ITf r-r 01nc.
SECTION
JUNCTION BOX NOTES:
1. DIMENSIONS VARY WITH PIPE DIAMETER.
2. SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS.
SDMH BOX
NOT TO SCALE
pr
LECEND
SEE SHEET I-1 FOR LEGEND
AND GENERAL NOTES.
ISSUED FOR
REGULATORY REVIEW
CAPE FEAR
E N G I N E E R I N G
151 Poole Rd., Suite 100, Belviffe, NC, 28451
TEL [phone]; FAX [phone]
wwl+Tr.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER : 655-251
SCALE : AS SHOWN
DATE :
TRACKING
COMPASS POVTE
WEST COMMERCIAL
+ A
.. A
PROJECT NUMBER SHEET NUMBER
655--251 D-2
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