SW7090301_APPROVED PLANS_20090316

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

Y

LEGEND
SOURCE OF TITLE
ELIZABETH CITY
MUNICIPAL
AIRPORT
U.SC.G.A.S.
SITE
VICINITY MAP
NTS
NOTE:
ALL ELEVATION DATA SHOWN ON THIS DRAWING IS RELATIVE TO AND
PREDICATED ON A ELEVATION OF 7.40 FEET (N.A.V.D. 88) OF NORTH
CAROLINA GEODETIC MONUMENT "COAST'.
X\\\
RAY
FR.
0 ECM = EXISTING FOUND CONCRETE MONUMENT
O EIR = EXISTING FOUND IRON REBAR
O EIP = EXISTING FOUND IRON PIPE
O NIR = NEW SET IRON REBAR
Oo POINT = NO MONUMENTATION FOUND OR SET
O SPK = NEW SET P.K. NAIL
O EPK = EXISTING FOUND P.K. NAIL
----RIGHT OF WAY LINE
-----TOP OF DITCH BANK
� WOODLINE
-x-x-x-FENCELINE
TREE
- -- - -DITCH CENTERUNE
RAILROAD TRACK
- - - - - - 404 WET LAND LINE
- -- OHE= OVERHEAD ELECTRICAL SERVICE
EOP=EDGE OF PAVEMENT
SURVEYED OUTSIDE BOUNDARY
'-O_a POWER POLE
® WM=WATER METER
(S)SANITARY MANHOLE
WV
N WATER VALVE
O TP = TELEPHONE PEDESTAL
*SECURITY LIGHT ON POLE
El EB=ELECTRICAL BOX
El EO=ELECTRICAL OUTLET
OSCO=SANITARY CLEAN OUT
®DRAINAGE MAN HOLE
D.B. 317, PG. 164
D.B. 729, PG. 789
D.B. 317, PG, 326
D.B. 317, PG. 164
D.B. 593, PG. 4-67
P.K. NAIL SET AT APPARENT CENTERUN
INTERSECTION OF FOLLEY ROAD (N.C.S.R. 1130)
AND WEEKSVILLE ROAD (N.C. HWY. NO. 34).
x 0,90
REFERENCES
D.B. 366, PG. 427 / 1
D.B. 366, PG. 118
3 1
A
NEW IRON REBAR SET 1
IN DITCH CENTERUNE / 1W
RAYMOND A. NEWBERN
AND WIFE
PRANCES N
D.B. 366,, PG.G. 427427 1
Ct
o 0 ;1
o 5.56 1 1
0 1 1
/ 4y LA 1 I
�{ 1.47
' 4.Y iA9
x FOZ I I 1
wMAT� Y _ : NJ I II I
404
86.8 4z94fi - -
�
\\\ \\ ////i///' •/404/p\1'r� 1 i I II
\ \ \ NEW IRON REBAR SET .• Pod Cemetery Lot I 1 I
\\ \ IN DITCH CEN RLIIN /' I
/ °� 4°4 • x i.96 N �p�l.11 I 1 I I
\ \\ \ \ / / • Y O /x 675 8 1 I I I
/// N� 148.0 I 1
\ \ / \"" poi 5
i3 268%69 . I 1 5 .51
\ \ / // x267 x7.51 x7�A >�757
\\\ NEW 5 FOOT TALL IRON PIPE .��t / I 1 1
4.)7 x 660 x t5° AINN 1 1 7!H
\ \ \ \ N78'15'00"E /� Vt6� 1 # 7.I9
l x 755 1 I I
\ \\ \ POI N /� Y� O4 x 4A5 p��•,'i x ki
x 0x7..% 1 1 I 1
\ \ 049 00 �plµ�
\ O x 470 / x 575 LAWN)
3 1 I 1
\ \' x 645 CARER .0 o 1 1 1
\ \ x 5A5 riI 1 1 I I
\ \ / x 4�.4 i {9
\ \ � x 569 x 565
k % x 765
\ In \\ \\ 46./ f,OrpxJflr / z 65°5A5 x 7XI721
\\ OG \\\ \\O jN� / x bi0 x bit
\ / x ib4
x 746 x �Bp.
\ \\ \\ ice/ x AREA xbx162 x6.a •T
x i'� x7w
\ xs29 3.514 ACRES±
.M.D.
TO \ g L x 604
��ll BY D.M.D.
\ \ \% x 7.74
\N_ x 7.5I I x 6w x 760 x 7.90 x 74 7.54I
x 681 N M
J \\ \ x 6.55 x 608 iVl 1
x 7.w a
x 6D5 N I 1
\ \ \ x 669 x 7P x 761 $ I I
\ \ W
\ \ x 000 x 706 x 766 F N
\ \ .24 x701 x759 x7A7 xTO x 7.
\\ x ,46 x 7.--- -IRON PIPE xi4o l---
\ 72 76' 77A x 600
\ x 666 x 1.16 -- x 6 165 I I
NEW 11R BAR SET \ x 80GRAVEL 1 12'
IN DIT ¢ONCENTERLINE \ z 757 x 7A7 - - - DRIVEWAY - - 03* "
x 600. 2 0m X FOUND IR N
p� f x 6.75 x 755 x 151
Y -'A�x. R5�fi11� x 606 x 729 K \ 433.02' 7.51
NOTE K
FENCE IS 6' HIGH x BMX
D.1;EI
\ FOUND PINCH \ \\ 5x 665 7I" - CHAIN LINK
\ PIPE BEN 51 x 5� 1� .:....... Imo' I 1
N21.55 00"W * :::x 77-9:1 x 66i x 7O5 x 70 x 7.% �I 65
8.91' �� , S N`:CONC.:;;I s2 I I
POINT ,. .... ASPHALT
N / WASH PAD ...
\ NOTE ^'• p i SHOP T; x !I , x Im
FENCE IS 6' HI C. 091 ASPHALT
CH/ 40yNK I PADS
x 70 I
to x 559 g x 705 x 7" AREA x 767 NOTE
\ ���• o� t ASPHAL� FU
a STORAGE COVERS. 3.600 ACRESf GATE IS 2 PIECE
\ \w 5.56 AGE b.% x 7.56 SLIDING TYPE
�• ARE-rx2' t BY D.M.D. x 769 : x 7.
f 4JND-I.r DIA l
xi60 is¢i::::::::: ...._ xTM I 7.95 6.16 I
\ \ bbl ;:.;:::.;.::: --\ CITY BEVERAGE COMPANY. INC
DI
i D.B. 317. PG. 164 ,N A?i ASPHALT x �762 7 RIM EL-7.72
\ x p..-r: \ G ��i
\\ POINT 'f p.o".d•P►k::::::::::'\N..p.O::::::::. 7A � 7 I INV EL-4.64 1
\ 0 1.2A q.i..:::
..
7 x 7.
55
I
��qq'' 'I • :iiii'y'y 75�Z5i7%::i?'r'r 75 Ai 765 1
p► ` ... ::::::......::i:iiili..... 5:[i:. 7.71 x 779
P \ i;::... .. ..... ... y ! PINE TREE ;:`: :::::::x 7.9°x 5.76 .Nx 7"W:it�Ia2. # s. 18'RCP
1
I INV-4.88
\ \ d \ \ tNe\�p►p
x -065\\p if 6NOTE,
4 C&MH
x 6NJ
AfW K• HIGH ro II }I 1I kII 7 tillREA
I 7 II BAI
*6 FLAG POLE e7% x IIII
I I $
\ \ \ METAL SIDING 651 �4�1 I I w 1
BUI IN •�• �, I I I I I
OTE I
\ C � IGH \ \ I I I I
I
25.0 53.8 1 1 I "M6 626 I 1
x 1.74 . I I
x 7.56I 1 I
I III
n
a
\ \\ ,, \boo. \ e�0 �• to I I 1
T'F�T I
METAL SHED ATTACHED \ \ \ bZ \f 5 \\ \ • x 76i 7.76 I I I I
OUTSIDE OF BUILDING.
\ \ \ x160 I I I $
I
x 6.95DI
\ PO T RIM EL-7.87 NOTE: o I I I 15"CMP
} 11 I
NOTE \ \\ \ \ `959 INV EL-8.08 k n ' t INV-5.10
3 AIR CONDITIONING UNITS ON CONCRETE \ \ \\ , .:.::::::::..... CHAIN 16 R19Hu1 o<I i
PAD. EACH UNIT IS 3.8x 11.55. SPACING \ \ \ \ \ \ 6 x 767 CHAIN LINK q
BETWEEN UNITS IS 5. \ \ \ \ �'"� \ \ v: :::C�y ASPHALT I
C x 1 I
06 3 I
x 604 G -*P- GATE IS 2 PIECE '
� SLIDING tap 5 6.
\ \ x 5.76x 75
ASPHALTC.R"NG �.slF.k}E;::.::.::.;.\ I NOTE:
C
\ \ \ \ f xavt6" \,O� x ¢::::::::>::��?:?::?I1.95 1 CODE KEY BOX TOI
\ \ \ \ \ \ NOTE F� .... .1:;):j::::::CONTROL. GATE
\ \\ x N g 6' HIGH ............... 605 . \\ k _ + ��CFI LINK
\ \ \ k 76 \ \ 565 ............. :i:.:y1
\\�7 POINNOT"\\:� NOT
NOTE: \1(i. 25.0 ` \ 0.40' WIDE METAL \pint NG
RAILROAD TRACK IS IN PLACE AS SHOWN, BUT APPEARS TO HAVE BEEN ABANDONED. \ \\ 6 \\ \ SLOT DRAIN.
\\ \ \ \ F= \ IM EL-5.1 ° UWALr
x 72\ \ \ ,k 57
9 i\ A
\ \ \ p 0
7
\ p %
\ \\
A: �ETAL SIDING /� x -
N P COUNTY / I NG
lo
NORTH CAROLINA, OTANK ASQU \ \ \
4f•. •rn.
I, RENEW OFFICER OF PASOUOTANK COUNTY \ \ DIN1\
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING. \ \ . \
RENEW OFFICER x7A6
a0
m
I, KENNETH M. SEYMOUR, CERTIFY THAT THIS PLAT WAS DRAWN BY ME FROM AN \ \ .o g0• (�--
ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERVISION; THAT THE BOUNDARIES T
NOT SURVEYED ARE CLEARLY SHOWN AS DASHED LINES DRAWN FROM INFORMATION
FOUND LISTED UNDER REFERENCES;THAT THE DEED DESCRIPTION FOR THE PARENT \\\\\\\ \ ►�51�1�
BUILDING ENCROACHES ONTO\ 4,2 �G
PROPERTY IS LISTED UNDER SOURCE OF TITLE,: THAT THE RATIO OF PRECISION AS RAILROAD RIGHT OF WAY AS
CALCULATED IS 1:10.000+ • THAT ALL AREAS ARE CALCULATED BY D.M.D.:THAT THIS \\\\\ \ 25
MAP WAS PREPARED IN ACCORDANCE WITH BOARD RULES OF PRACTICE, WITNESS MY SHOWN AND DIMENSIONED. \ \; \ 25.b* 76i2.5
ORIGINAL SIGNATURE. REG. NUMBER AND SEAL THIS 0AY OF
2006, S2B Z a^^d
1
€ N {. L 3T29 F DATE, _ zJ
i 3 d t d pp x 746 \
9 9
\ \\\ \\ 7.5715.0 �F
1, KENNETH M. SEYMOUR. PLS-3129, CERTIFY, \\�\
A. THAT THIS IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA
OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. GRAPHIC SCALE i
40 0 20 40 eo ISO
B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND.
x 1.54
( IN FEET )
C. THAT THIS PLAT IS OF AN EXISTING PARCEL(S) OF LAND. I inch = 40 ft.
OD. THAT THIS PLAT IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY OR OTHER EXEMPTION TO THE DEFINITION OF SUBDIVISION.
E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT AM UNABLE TO
MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY AS TO THE PROVISIONS
CONTAINED IN (A) THROUGH (D) ABOVE.
A
7k-cr�
�r
1
50CMP
I I I
.J7
I
IINV-5.13
x 7t{ I
I1 1$
I I
.4G4 I I I I W
I I
I I
II
III I
1
x6.11I 7.95I NOTE.
DRAIIMAGE MAN DLES
1OHE-
I RIM EL-8.45
...IVY a.Ir-!270 , GLE WIRE1
I I I
W
II I
I NV EL-274AI/
n
11l I I
x 7.116'r 7. 797
II I
1
WV
POINT 7 + I7'�15 W
I ENT FOR
ACCESS EA
ASQUOTANK COUN WATER SYSTEM
I I
D.B. 593, 466
I I
IG.
I
Wlil
1 I
15"ROP I
i I :
INV-5.20
1
I
®MIT
\X 721.
1
NOTE
WIDER LINE IS METAL GUARD RAIL
15'RCP
TPV7 4
INV6-5.32
754
615
�k1 SA4
x 765
SOLUTIONS FROM THE GROUND UP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
-VA
BOUNDARY
BOUNDARY
AND
TOPOGRAPHIC
SURVEY
FOR
CITY
BEVERAGE
COMPANY
NIXONTON TOWNSHIP
PASQUOTANK
COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
080108
Drawing #:
080108-TP1
Drawn:
KMS
Checked:
KMS
Approved:
KMS
Date:
05/01 /2008
Sheet #:
1 OF 2
Scale:
1 "= 40'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
SHEET NUMBER:
1

L NARRAT ME -
THIS PROJECT CONSISTS OF THE DEVELOPMENT OF A PARCEL IN PASQUOTANK COUNTY, NORTH
CAROLINA. THE DEVELOPER INTENDS TO DEMOLISH PORTIONS OF EXISTING STRUCTURES AND
CONSTRUCT NEW EXPANSIONS OF EXISTING STRUCTURES. THE PARCEL IS ADJOINED ON THE EAST
SIDE BY WEEKSVILLE ROAD AND THE WEST SIDE BY SOUTHERN RAILROAD EASEMENT. THE SITE IS
RELATIVELY LEVEL AND HAS EXISTING IMPROVEMENTS. APPROXIMATELY 3.7 ACRES ARE TO BE
DISTURBED. CONSTRUCTION IS SCHEDULED TO BEGIN IN THE SPRING OF 2009. THE SITE IS
ACCESSED BY EXISTING PAVED DRIVEWAYS. AN EXISTING SOIL DRIVEWAY WILL BE IMPROVED AND
USED AS THE CONSTRUCTION ENTRANCE. SILT FENCES ARE PROPOSED TO CONTAIN ANY
MOVEMENT OF SOIL DURING CONSTRUCTION. THIS PLAN ILLUSTRATES SILT FENCES LOCATION.
SHOULD THE NEED FOR ADDITIONAL FENCING BE DETERMINED DURING CONSTRUCTION, IT WILL BE
INSTALLED AS DIRECTED BY THE ENGINEER OR NC DEHNR AGENT.
L SOUS
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF PASQUOTANK COUNTY:
PeA - PERQUIMANS SILT LOAM
ChA - CHAPANOKE SILT LOAM
TeA - TETOTUM FINE SANDY LOAM
CwA - CHOWAN SILT LOAM
1. CONSTRUCTION SEQUENCE-
OBTAIN PLAN APPROVAL.
FLAG OR STAKE WORK LIMITS.
CONTACT NC ONE CALL FOR LOCATION OF UNDERGROUND UTILITIES.
HOLD PRE -CONSTRUCTION MEETING.
INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCING.
CLEAR LOT OF EXISTING VEGETATION AS SHOWN.
GRADE NEW STORMWATER POND AND DRAINAGE FEATURES.
(SEE SEDIMENTATION AND EROSION CONTROL NOTES 9 & 10).
PLACE, COMPACT AND TEST ALL FILL MATERIAL PURSUANT TO GRADING PLAN.
SEED, FERTILIZE AND WATER DISTURBED AREAS TO STABILIZE WITH TEMPORARY SEEDING.
INSTALL AND TEST ALL PROPOSED UNDERGROUND UTILITIES.
COMMENCE CONSTRUCTION OF IMPROVEMENTS.
UPON COMPLETION OF ALL SITE WORK, SEED, FERTILIZE AND WATER DISTURBED AREA TO
STABILIZE WITH PERMANENT VEGETATION.
IV. SEDK04TATM AND EROSION CONTROL NOTES
1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED ON
THE PLAN.
2. ALL REMOVAL AND DISPOSAL OF SITE DEBRIS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR TO AN OFF -SITE LOCATION.
3. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE
IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL VEGETATION IS TO
REMAIN, ADDITIONAL SPECIMEN TREES MAY BE SPECIFIED AND FLAGGED TO REMAIN.
4. NO BURNING IS PERMITTED ON SITE UNLESS AUTHORIZED BY THE FIRE MARSHALL.
5. NO BORROW PERMITTED FROM THE SITE EXCEPT AS NECESSARY FOR GRADING OPERATIONS.
6. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS. FILL
MATERIAL SHALL BE CLEAN, WELL GRADED SAND IN ACCORDANCE WITH THE GEOTECHNICAL
RECOMMENDATIONS.
7. EXISTING TOPOGRAPHY INFORMATION BASED ON THE SURVEY INFORMATION PROVIDED BY HYMAN
AND ROBEY IN A SURVEY DATED MAY 1, 2008 AND HAS NOT BEEN FIELD VERIFIED.
8. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WTTHING 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9. THE EMERGENCY WEIR SHALL BE INSTALLED PRIOR TO CONVEYING DRAINAGE TO POND.
10. PRIOR TO PLACEMENT OF THE STORMWATER CONTROL STRUCTURE, THE CONTRACTOR SHALL
GRADE AND ESTABLISH SOD WITHIN THE LEVEL SPREADER. UPON SETTING THE STRUCTURE, A
TEMPORARY PLUG SHALL BE PROVIDED ON THE OUTLET PIPE (WITHIN THE STRUCTURE) AND
SHALL REMAIN UNTIL SITE STABILIZATION IS ACHIEVED.
REMOVE SILT FENCES ONCE PERMANENT VEGETATION IS ESTABLISHED.
GFIAPHIC SCALE
40 0 20 40 80
V. DEMOUTION NOTES
1. CONSTRUCTION FENCING SHALL BE PLACED IN ACCORDANCE WITH NC STATE BUILDING
CODE.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF DEMOLITION
MATERIALS TO AN OFF SITE LOCATION PROVIDED BY THE CONTRACTOR,
3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL ITEMS
SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT SUCH
REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
4, SPECIAL CARE SHALL BE TAKEN DURING DEMOLITION ACTIVITIES IN ORDER TO PRESERVE
EXISTING VEGETATION SPECIFICALLY NOTED TO REMAIN. ANY SUCH VEGETATION DAMAGED BY
THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT THEIR EXPENSE.
\ \ \ \ m \ I \ I 'EXISTING PAVEMENT I \ It U
\ \ �� \ x I � I RF/•TRH
REMOVE WASH SHOP, p'
CONCRETE PADS AND II {�_
\ € 10 FUEL STORAGE AREA /
x
\ x x I
`��
\ \V � �\ "r� w� \\ � \\ � // RE✓iOCATE FENCE �jc
N/1= Y
' � r
RAYMONP A. NEWBERN
AND WIPE \ \ v \a x I _�
�Db�366 P6 �\ \ atEAINGOODREMAIN �iR `\ L /
ZONED R-0 x. 1 L
RESIPEWIAL \ \ $ y /
D.B. 336, P0. 118
\ PLACE SILT FENCE
\Q \ BEHIND NEW FENCE
LINE IPF
pwim
.n AIDFNT)
b
S RON PIPE / !�
SET M DffGH 0.
/
/
160
8.91,
SILT
OF E
LINE
E%ISTNG BUILDING AND
e16 i'{ E%ISNNG PAVEMENT
AR 60Ifff16NN6 UNITS
ON LLNGREM PAD
y (5045B' EAA LNI1)
WrAL SHED ATTAgTP
TO arsm M1LPW
REMOVE PORTION OF
EXISTING BUILDING
,V MW CHAIN
LINK 184.E
SEPTIC SY3Tm Aa4A1DoAamyT MOTES
1. DISCONNECT ALL EXISTING POWER TO THE SYSTEM AT THE SOURCE. COORDINATE POTENTIAL
RE -USE OF EXISTING POWER LINES WITH ELECTRICAL PLANS AND SPECIFICATIONS.
2. OBTAIN AN APPROVED HAULER PUMP TO REMOVE ANY REMAINING LIQUID, SLUDGE, AND
SCUM FROM TANKS TO BE ABANDONED/REMOVED.
3. REMOVE TANKS AND PROPERLY DISPOSE OF REMAINS AT AN AUTHORIZED LANDFILL. IN THE
EVENT EXISTING TANK LOCATION DOES NOT CONFLICT WITH NEW TANK LOCATIONS, TANKS
SHOWN TO BE ABANDONED MAY BE CRUSHED IN PLACE AND BACKFILLED WITH CLEAN FILL
FROM AN APPROVED SOURCE.
4. REMOVE EXISTING DRAINLINES WITHIN DRAINFIELDS SHOWN TO BE REMOVED.
5. BACKFILLED AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. MORE STRINGENT
COMPACTION REQUIREMENTS MAY APPLY WITHIN THE GEOTECHNICAL REPORT.
6. UPON COMPLETION OF REMOVAL, BACKFILL, AND COMPACTION, ALL DISTURBED SUFACES
SHALL BE COATED WITH HYDRATED LIME (IF EXPOSED TO EFFLUENT) AND A VEGETATIVE
COVER SHALL BE ESTABLISHED.
A�i
i
N29'35'%�j�'
100
•\ ". .; ,,vim �/�//� i i / /•ii // /
_ 4 ,
x
NOTE:
/ / n APPLICABLE AT ALL POINTS OF INGRESS &
2"-3" COURSE
6" MIN AGGREGATE
4 EGRESS UNTIL SITE IS STABILIZED,
s x FREQUENT CHECKS OF THE DEVICE AND
x TIMELY MAINTENANCE MUST BE PROVIDED.
MOTEE&
50' 1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
> TRUCKS IS TO BE PROVIDED.
20' 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
�`o %j - /
i/
N
CITY MVERA6E COMPANY
ZONED A-1
A6RI6(LTLRAL
LOADING RAMP
x ❑
EXISTING WATER METER
D4
EXISTING WATER VALVE
---
EXISTING WATERLINE
EXISTING DITCH/DTICHBANK
- -
EXISTING RAILROAD
- -
RIGHT OF WAY
PROPERTY LINE
-X-X-
EXISTING CHAINUNK FENCE
0---- il ----0-
EXISTING GUARD RAIL
••.Y�y...,� -
EXISTING TREEUNE
EXISTING PAVEMENT
EXISTING CONCRETE
E_
❑ (STING DRAINAGE PATTERN
",.- ` -••«�- ,"`•••••.
AREA OF DISTURBANCE
SF
PROPOSED SILT FENCE
NOTES:
d 1. 6' POST SPACING FOR
Fe % NON -WIRE REINFORCED
T FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP
REQUIRED (ATTACHED AT
N POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
X0\\j/ \T \//\ j ATTACHED TO STEEL POSTS
/
\\\\ USING A MINIMUM \3 \ WIRE OR PLASTIC TIES.
STEEL POST
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH -\
DIRECTION OF FLOW - I \ CC14
9LT EE NICE QE%AL
NTS
API&1-MAY 0PL WQi3 FSEEDKi
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
MAY 15 - ALY 10 PEWANERT SEED10
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
AUL WE-API&tTELVM iYSEED1Ki
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
80L AMENDME 8
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
IIIIIIIIA"
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
MAllil@MNCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
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BEFORE YOU DIG 1
CALL TOLL FREE
1-800-632-4949
9RTH CAROLINA
ONE CALL
\ (CONTROLLED
\ \ \ \ \ ENVIRONMENT
\ \ WAREHOUSE)
N/F
RAYMOND A NE kl
AND WIFE
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W/SUMP PUMP i_ i 7gW.�k 7.Y� .
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
)RTH CAROLINA
ONE CALL
RU7.54 .
\\ \\ a° 'a INV 4.38 (NE) I II
DRAIN RIM 4.8
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MOGIF're'l • 117

s
SEVAIWATER AtWGEAMVr WET POND COA67MJCTM NOTES
870% WATER COLLECTION SYSMW CjyWffjAL NOTES
1.
IF THE STORMWATER MANAGEMENT WET POND IS GRADED AND UTILIZED FOR SEDIMENT CONTROL PURPOSES DURING
CONSTRUCTION SHALL BE CLEANED AND FINAL CONTOURS SHALL BE REESTABLISHED PRIOR TO STABILIZATION.
1.
UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND BOTH SHALL BE
FIELD VERIFIED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
2.
VEGETATION SHALL BE ESTABLISHED ALONG ALL POND BANKS (EXCEPT EMERGENCY OVERFLOW). REFER TO THE
ACTIVITIES. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY NC ONE CALL
SEEDING SCHEDULE FOR TEMPORARY AND PERMANENT SEEDING REQUIREMENTS (ABOVE THE VEGETATED SHELF). THE
(1-800-632-4949) 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES.
VEGETATED SHELF SHALL BE PLANTED AS SHOWN ON THE PLAN.
2.
ALL STORMWATER MANAGEMENT PIPES 12" OR LARGER SHALL BE
3.
CUT EXISTING GRADE TO 12" BELOW PROPOSED GRADE TO ALLOW FOR 12" RESPREAD OF EXISTING TOPSOIL ALONG
REINFORCED CONCRETE PIPE (UNLESS NOTED OTHERWISE) INSTALLED IN
VEGETATED SHELF OF POND. TOPSOIL SHALL BE TESTED TO VERIFY SOIL PH IS BETWEEN 5.5 AND 6.5 WITH 2%-10%
ACCORDANCE WITH STANDARDS SET FORTH BY THE AMERICAN CONCRETE
6"
ORGANIC MATTER. AMENDMENTS SHALL BE PROVIDED IF NECESSARY.
PIPE ASSOCIATION. HDPE PIPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR
PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL
4.
APPLY FERTILIZER PER NURSERY REQUIREMENTS. CONSULT VENDOR REGARDING FERTILIZATION REQUIREMENTS FOR
OPEN PIPE ENDS SHALL BE FITTED WITH FLARED END SECTIONS OF THE
INDIVIDUAL SPECIES. (SEE PARTIAL VENDORS LIST)
SAME SIZE AND TYPE.
5.
CONFIRM FINAL PLACEMENT OF PLANTINGS WITH LANDSCAPE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
3.
ALL STORMWATER MANAGEMENT SYSTEMS SHALL RECEIVE APPROVAL FROM
ESTABLISHMENT OF VEGETATIVE SHELF. RECOMMENDED TIME TO PLANT VEGETATIVE SHELF IS APRIL 1ST - JULY 15TH.
THE NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL
CONSULT NURSERY FOR PLANTING DURING OTHER TIMES OF THE YEAR. PLANTING SHALL NOT OCCUR DURING WINTER
RESOURCES - DIVISION OF WATER QUALITY. REFER TO STORMWATER
MONTHS (DECEMBER 1 - MARCH 15).
MANAGEMENT DRAWINGS APPROVED BY NCDENR - DWQ FOR FINAL DESIGN
PARAMETERS AND OTHER PERMIT REQUIREMENTS. NO IMPERVIOUS SURFACES
6.
UPON COMPLETION OF POND GRADING IMMEDIATELY PROVIDE VEGETATIVE STABILIZATION OF SIDE SLOPES AND EROSION
SHALL BE CONSTRUCTED PRIOR TO PERMIT ISSUANCE
CONTROL EXCELSIOR MATTING IF NECESSARY. IF REMAINDER OF SITE IS NOT STABILIZED, INSTALL SILT FENCING ALONG
4.
PRIOR TO WORK, VERIFY ISSUANCE OF, LIMITS OF DISTURBANCE AND OTHER
PERIMETER OF NON -STABILIZED AREAS.
MEASURES STIPULATED IN THE NCDENR EROSION AND SEDIMENTATION
7.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO VERIFY POND SIZE, DEPTH AND
CONTROL PERMIT.
INVERT/STRUCTURE ELEVATIONS.
5.
DROP INLETS SHALL BE CONSTRUCTED PER NCDOT 840.
B.
REFER TO STORMWATER PERMIT AS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES DIVISION OF WATER QUALITY FOR ADDITIONAL CONDITIONS.
STOR WATER M4NACEb6U WET POW MAMEMNCE NOTES
1.
UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY MAINTENANCE SO
THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED.
jI
2.
AFTER EVERY SIGNIFICANT RAINFALL EVENT (1.5" OR GREATER) AND AT LEAST MONTHLY, INSPECT THE SYSTEM FOR
EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES,
CURB & GUTTERS, FLUMES, RIP -RAP, AND BASIN FOR OBSTRUCTION OR DETERIORATION. REMOVE ANY BLOCKAGE AND
REPAIR THE STRUCTURE TO APPROVED DESIGN SPECIFICATIONS. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS
NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER, AND REMOVE TRASH AS NEEDED.
3.
CHECK FOR SEDIMENTATION WITHIN THE POND ANNUALLY. REFER TO PERMIT CONDITIONS FOR REMOVAL OF
SEDIMENTATION IF DEPOSITION OF MATERIAL EXCEED LIMITS NOTED FOR THE SYSTEM. INSPECT BASIN WALLS AND
STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS. IF EROSION OCCURS, a 7M A A
REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED PLAN.
NITS
4. ALL PONDS DESIGNATED AS STORMWATER MANAGEMENT DETENTION PONDS SHALL BE MAINTAINED BY THE COLUMBIA
PARK HOMEOWNERS ASSOCIATION. EACH DETENTION POND SHALL INCLUDE A DRAINAGE AND ACCESS EASEMENT
GRANTED TO THE COLUMBIA PARK HOMEOWNERS ASSOCIATION FOR PROPOSES OF MAINTAINING THE STORMWATER
MANAGEMENT FACILITIES AS NECESSARY. THIS EASEMENT SHALL INCORPORATE THE ENTIRE DELINEATED POND STORAGE
AREA AND SHALL EXTEND A MINIMUM OF FIFTEEN FEET BEYOND THE AREA ENCUMBERED BY THE PERMANENT POOL
ELEVATION. EACH POND SHALL ALSO INCLUDE AN ACCESS EASEMENT NO LESS THAN TEN FEET IN WIDTH AND EXTEND
FROM THE POND EASEMENT TO A DEDICATED RIGHT-OF-WAY. DRAINAGE EASEMENTS, NO LESS THAN TEN FEET IN
WIDTH, SHALL ALSO BE GRANTED ALONG ALL CONNECTING DRAINAGE FEATURES (STORM SEWERS/ OPEN SWALES /
DITCHES) CONVEYING RUNOFF TO OR FROM THE PONDS
5. BOTTOM OF POND ELEVATIONS EXTEND BELOW THE OBSERVED NATURAL GROUNDWATER ELEVATIONS. DUE TO AVAILABLE
OUTLETS FROM THE SITE, NO PROVISION IS AVAILABLE TO COMPLETELY DRAIN THE POND BY GRAVITY. IN THE EVENT
THIS TASK BECOMES NECESSARY IN ORDER TO PERFORM MAINTENANCE ON THE POND, THE HOMEOWNERS ASSOCIATION
SHALL OBTAIN A DEWATERING PUMP OR SUBMERSIBLE NON -CLOG PUMP OF SUFFICIENT SIZE TO DRAIN THE POND AND
MAINTAIN DRY CONDITIONS AGAINST GROUNDWATER RECHARGE RATES. THE PUMP SHALL DISCHARGE TO THE OUTFALL OR
OTHER DOWNSTREAM DRAINAGE FEATURE.
6. THE OWNER SHALL KEEP A COPY OF THE AS -BUILT DRAWINGS ON FILE, INCLUDING OUTLET STRUCTURE ELEVATIONS
(RIM, ORIFICE, WEIR, FLARED END SECTION, INLET, OUTLET AND DISCHARGE OUTLET). REFERENCE TO THE RIM
ELEVATION SHALL BE USED FOR BENCHMARK PURPOSES.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
WAY 15 - ALLY 0 PERMNE T SEED113
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
AUCANHT 15 - APRL 4 7BFOFiAm SEED10
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
WL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
MLLCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
MANIBrANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
Y
Y PLAN
WITH GRATE & FRAME REMOVED
r #5 BARS ® 3"
SEE NOTE 3 2 EXPANSION JOINT TO
ENGINEERS DETAILS
SEE NOTE 2
CONCRETE
° SEE NOTE 1
°
V ��`� BEDDING LAYER
4"-6" MIN
d
SOIL
4'-6" MIN 4"-6" MIN
ACO S300K TRENCH DRAIN
�p p� W/ 8" CONNECTION TO
THUMii�J ¢� DRAINAGE SYSTEM (SEE PLANS)
NTS
NOTES:
1. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDED.
THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS.
2. EXPANSION AND CRACK CONTROL JOINTS ARE RECOMMENDED TO
PROTECT THE CHANNEL AND THE CONCRETE SURROUND.
3. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE
APPROXIMATELY 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.
4. REFER TO MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS FOR
COMPLETE DETAILS.
C"IDROP
OW-L-7 NOTES
1.
USE CLASS "B" CONCRETE THROUGHOUT.
2.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON
CENTER.
USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR
DOWELS
X
AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
f 4.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
J 5.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD
TO
SLAB AS SHOWN ON STD. NO. 840.00,
6.
CONSTRUCT WITH PIPE THROATS MATCH NG.
7.
INSTALL (2) 1" WEEP HOLES AS DIREC"ED BY THE ENGINEER.
8.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M
STONE
IN A POROUS FABRIC BAG OR WRAP, 4T EACH WEEP HOLE OR AS DIRECTED
BY THE ENGINEER.
9.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
10.
CHAMFER ALL EXPOSED CORNERS 1".
11.
REFER TO NCDOT BOX DIMENSIONS.
3'-0"
3"
OUTLET PIPE
3 * "D"
- RIM ELEVATION #5 BARS ® 3" PLACE NCDOT CLASS I
S(12" MAX DIAMETER)
STD. 840.16 FRAME
RIP -RAP (18" DEPTH)
& GRATE OVER FILTER FABRIC 4 • "D"
Ll
VARIES VARIES
(SEE NOTE 11) 8" 8.- SEE NOTE 11
0
0
INV. ELEVATION­--
1" WEEP HOLES
NCDOT W 9
SECTION X-X COAKIEW DWP SECTION Y-Y
NTS
MIN.
6"
f
PERMANENT VEGETATION
WIDTH = 6.0'
FLOW -
2:1 OR
FLATTER
INSTALL 12" DIAMETER PIPE (OR LARGER)
SMOOTH EXTERIOR FILLED WITH EARTH OR
6"x18" CONCRETE CURB. TOP OF PIPE OR
CURBING SHALL BE SET AT LIP ELEVATION.
- 30' GRASSED OR UNDISTURBED
LIP ELEVATION= 4.50'
EROSION BLANKET
STAPLED IN PLACE
0.5X
POND EMERGENCY
OVERFLOW (SEE PLAN
FOR LOCATION)
SOFT RUSH (JUNCUS EFFUSUS) OR
PLUMEGRASSES (SACCHARUM SPP)
61 PLUGS ® 24" O.C.
SWEET FLAG IRIS (ACORUS CALAMUS) OR
LEVEL SPREADER BLUE FLAG IRIS (IRIS VIRGINICA)
(SEE DETAIL) 61 RHIZOMES ® 24" O.C.
5
SECTION VIEW BLACK NEEDLE RUSH (JUNCUS ROEMERIANUS) OR (SEE PLAN FOR LOCATION) - LIZARD TAIL
BLATTER SEDGE (CAREX INTUMESCENS) PLUGS \/ >' (SAURURUS CERUOUS) OR
VE{7A7NE FUM WITH LEVY 92 PLUGS ® 18" O.C. b' I
SOFT RUSH (JUNCUS EFFUSUS) OR SAWGRASS (CLADIUM SPP)
(VEGETATIVE FILTER) PLUMEGRASSES (SACCHARUM SPP) 41 PLUGS ® 18" O.C.
ARROW ARUM (PELTANDRA VIRGINICA)
N.T.S. / 49 PLUGS ® 24" O.C. HOP SEDGE (CAREX LUPULINA) OR
OR DUCK POTATOE (SAGITTARIA LATIFOLIA) WET
95 PLUGS ® 18" O.C. ' (,(SEE C�302 SWEET FLAG IRIS (ACORUS CALAMUS) 1 FRINGED SEDGE (CAREX CRINITA)
` FOR OR BLUE FLAG IRIS (IRIS VIRGINICA) r I 41 PLUGS ® 18" O.C.
VEGETATED CONTOURS) 52 RHIZOMES ® 24" O.C.
2'
VE FILTER SLOPE AND
II.VERT WITH SOD AND
IRRIGATE TO ESTABLISH
EXISTING OR PROPOSED
ASPHALT PAVEMENT
BLACK NEEDLE RUSH
(JUNCUS ROEMERIANUS) OR
BLATTER SEDGE
(CAREX INTUMESCENS)
96 PLUGS ® 18" O.C.
/ / v ARROW ARUM
(PELTANDRA VIRGINICA)
OR DUCK POTATOE
(SAGITTARIA LATIFOLIA)
�< 81 PLUGS ® 18" O.C.
I
OUTLET CONTROL STRUCTURE`."
I
d m � m
r
no '�
l0 N N p� O
r N Z O
y V m�.�
H w m
SHELF I Z d m
SEED AND STABILIZE ALL ADJACENT
SIDE SLOPES ABOVE AQUATIC BENCH d `m a P
(SEE SEEDING SCHEDULE)
Q j o
SWEET FLAG IRIS (ACORUS CALAMUS) OR � ,,
BLUE FLAG IRIS (IRIS VIRGINICA) x., <
96 RHIZOMES ® 24" O.C.
R(JUNCUS/ i \., 1
SOFT RUSH EFFUSUS) OR , �� `� \�` 1kk SWEET FLAG IRIS (ACORUS CALAMUS) OR
BLUE FLAG IRIS IRIS VIRGINICA
PLUMEGRASSES SACCHARUM SPP / \ \ ( )
( ) 8
23 RHIZOMES ®24" O.C. .> ' •_,_. "'
121 PLUGS ®24" O.C... . �ZARD TAIL (SAURURUS CERUOUS) OR
- / - SAWGRASS (CLADIUM SPP)
58 PLUGS ® 18" O.C. SOFT RUSH (JUNCUS EFFUSUS) OR
Ip PLUMEGRASSES (SACCHARUM SPP) 4
HOP SEDGE (CAREX LUPULINA) OR
44 I 36 PLUGS ® 24" O.C.
FRINGED SEDGE (CAREX CRINITA)
F- 56 PLUGS ® 18" O.C. �\ \
/ PERMANENT POOL LIZARD TAIL (SAURURUS CERUOUS) OR �\
INLET PIPE (SEE PLANS , ' / ELEVATION (SEE DETAIL) SAWGRASS (CLADIUM SPP)
FOR LOCA ION AND DETA� / TEMPORARY POOL 59 PLUGS ® 18" O.C. \ \
ELEVATION (SEE DETAIL) HOP SEDGE (CAREX LUPULINA) OR \ IINLET PIPE (SEE PLANS
TOP OF BANK FRINGED SEDGE (CAREX CRINITA) �OR LOCATION AND DETAILS)
56 PLUGS ® 18" O.C.
V SHEAFED / STM WATER Ak/ANMaEAOVT WET POW DETAIL\ MINIMUM POND BANK V)SCALE: 1' = 20' ELEV. = 7.75' Z
�( OVERFLOW ELEVATION (6.75') O
5' 5' 15 r 1 CLASSDOT .POOL -.. 5.9''N.5' R :>M N. 12" NCDOT CLASS 2 RIP -RAP z
OVER FILTER FABRIC
4H:1V DESIRED; /
3H:1V MAX (ABOVE ELEV = 4A
STORAGE ELEVATION)
1OH:1V VEGETATED SHELF (TO BE
VEGETATED BY CONTRACTOR)
18" 18"
.,'./FT 1"/FT
8" 3000 PSI
NEATLY SAW -CUT j CONCRETE
WHERE APPLICABLE
VALLEY GVrrER DECAL
NTS
t- --- 4 ' "D" __1
INV. = 2.00'
"D" = PIPE DIAMETER
STaW SEWER OUTLET (&4fflQYDOWATM DETAL
NTS
OUTLET STRUCTUIE NOTES
1. NCDENR-DWQ APPROVAL SHALL BE OBTAINED PRIOR TO
PROCUREMENT OF STRUCTURES. SHOP DRAWINGS SHALL BE
APPROVED BY THE ENGINEER.
2. CONTROL STRUCTURE DESIGN SPECIFICATIONS SHALL CONFORM TO
LATEST ASTM C913 SPECIFICATIONS FOR "PRECAST CONCRETE
WATER AND WASTEWATER STRUCTURES."
3. CONCRETE CO9PRESSIVE STRENGTH 4,000 PSI MINIMUM.
4. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS
OF ASTM C890 SPECIFICATIONS FOR "STRUCTURAL DESIGN
LOADING FOR WATER AND WASTEWATER STRUCTURES" AND SHALL
UTILIZE GRADE 60 RE -BARS CONFORMING TO THE REQUIREMENTS
OF ASTM A615 OR WWF CONFORMING TO THE REQUIREMENTS OF
ASTM A185 OR BOTH.
5. STRUCTURES SHALL BE DESIGNED FOR H-20-44 LOADING.
6. STEPS REQUIRED ON CATCH BASINS OVER 3'-6" IN DEPTH.
STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE
PLASTIC AND MEET THE REQUIREMENTS OF ASTM C478.
7. FRAME GRATE SHALL BE DOUBLE INLET NEENAH R-3580-1 OR
APPROVED EQUAL.
8. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT
CONFORMING TO THE REQUIREMENTS OF ASTM C990, OR MORTAR
AS PER NCDOT REQUIREMENTS OR BOTH.
1 V MAX
1
STONE GABION/
RIP RAP
3'
1 V MAX
h1r.-4mKTju1jkiT11IyI7ii F,T�,V 151F7TZ:iAi%-ANX:p1"'10L�'\�
iiiiiiiiiiiii
OUTLET ELEV. = 4.00'
U
0
2
OUTLET STRUCTURE
(SEE DETAIL) o
3H:1 V
MAX O
z
i
SEE POND DETAIL SHEET
INSTALL TEMPORARY PIPE END CAP
DURING CONSTRUCTION. REMOVE
UPON STABILIZATION OF SITE
(SEE SHEET C101).
PRECAST CONTROL STRUCTURE WITH
INTERGRALLY CAST INTERIOR WEIR
AND ORIFICE
RIM ELEVATION = 7.50'
" 8"
N
(SEE PLANS FOR DETAIL)
PLAN IN VIVID C�
DOUBLE FRAME
AND GRATE
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QZ
V O
z CD
(Q co Z
V
z
U
V
J
w
PERMANENT POOL
/ /
/\/j\/j /�//
OUT
2'-6" 2 -6"
ELEVATION N y' w �a�dLjt =ii'
/////\//
-
MIN. MIN.
:7,-;mot
o
L
n
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\
z
0) o
o
Ld
FLARED END
cn
m
Y
w
SECTION WITH
IN
8
TRASH RACK
IN
3'_0" 8"
0
w
-i
INV. IN = 2.50'
/
6" SUMP
BOTTOM OF STRUCTURE
= 2.00'
y
0
o
o
m
x
%/%
T
SCALE:
18" RCP WITH
FLEXIBLE GASKETS
AND RUBBER
TO CONTROL
BOOTED CONNECTION
STRUCTURE (TYP.)
3'-0"
3'-0" ABC BASE
98% COMPACTION)
(98
C303
SECTION
A -A
WET DETENTION POW OUTLET STAUCIUE
NTS
M