SW7000718_APPROVED PLANS_20111211

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

T WINRI VERS MA LL /
NE W BERN MA L I DETENTIO-) V PO-) VD IMPR 0 VEAENTS
PreparedFor
HISNEWBERNOUTPARCELS, LLC
PROJECT DATA
OWNER:
HULL STOREY GIBSON
NEWBERN OUTPARCELS, LLC
1190 INTERSTATE BOULEVARD
AUGUSTA, GEORGIA 30909
CONTACT:
MR. STEVE MITCHELL
[phone]
TAX PARCEL NUMBER:
# 8-212-031
PROPOSED USE:
STORMWATER WET DETENTION BASIN
PROPERTY AREA:
51.6 ACRES
PROJECT AREA
51.6 ACRES
COUNTY:
CRAVEN COUNTY, NC
LEGEND:
�Qt
LIGHT POLE
PP
POWER POLE
NV
pQ
WATER VALVE
WM
WATER METER
®
SDMH
STORM DRAIN MANHOLE
❑
CB
CATCH BASIN
O
SSMH
SANITARY SEWER MANHOLE
m
GV
GAS VALVE
0
TP
TELEPHONE PEDESTAL
FIRE HYDRANT
O
IPS
IRON PIN SET ( 5/8" REBAR )
O
IPF
IRON PIN FOUND
-
OE -
OVERHEAD ELECTRIC LINE
-
X -
CHAINLINK FENCE
-
UE -
UNDERGROUND ELECTRIC LINE
-
SS-
SANITARY SEWER LINE
-
W -
WATER LINE
-
G -
GAS LINE
-
OT-
OVERHEAD TELEPHONE LINE
-
UT -
UNDERGROUND TELEPHONE LINE
RCP
REINFORCED CONCRETE PIPE
==:> DIRECTION OF FLOW
ORIGINAL RELEASE.•NOVEMBER 11, 2011
Inc.
1005Br0801 St., Suite 200 • Augusta, Ga. 3090f • 706. 722.4f M • www. wrt00%com
Engineers • Consul
n
Planners
SHEET INDEX
SHEET
TITLE
C1.0
COVER SHEET
C1.1
CONSTRUCTION DETAILS (1 OF 2)
C1.2
CONSTRUCTION DETAILS (2 OF 2)
C1.3
PROPERTY BOUNDARY
C2.0
CONSTRUCTION PLAN (OVERVIEW)
C2.1-C2.4
CONSTRUCTION PLAN
C3.0
PROFILES & CROSS SECTIONS
EC1.1
SED;MENT & EROSION CONTROL PLAN
EC2.0
DRAINAGE MAP
APPROVED � �-
RTh CAROL NA ENVIRONMENTAL
MIANAGEMN- ;OMMISSION
DIVISION OF WATER QUALITY
1[ UTILITIES PROTECTION CENTER ii
THREE WORKING DAYS BEFORE YOU DIG
NORTH CAROLINA - 811
UTILITY WARNING:
The underground utilities shown have been located from field
survey information and existing drawings. The Surveyor makes
no guarantee that the underground utilities shown comprise
all such utilities in the area, either in service or abandoned.
The surveyor further does not warrant that the underground
utilities shown are in the exact location indicated although
he does certify that they are located as accurately as possible
from information available. The surveyor has not physically
located the underground utilities.

PRECAST CONCRETE
JUNCTION BOX
(4' X 4')
6" ORIFICE
6"(MIN
3,
CONCRETE FRONT ELEVATION
PLAN VIEW
T4ASH RACK
= 19.00
" MINIMUM OVERHANG
IF TRASH RACK
5" R.C.P.
IUTLET PIPE
1 5 "
R.C.P.
OUTLET PIPE °.
✓. = 17.0
✓. = 16.0
TRASH RACK #4 REBAR, WELDED
0 6" O.C. BOTH WAYS
CONCRETE FOUNDATION
PRECAST CONCRETE
JUNCTION BOX (4' X 4')
NC DOT 840.45
6" P.V.C.
6" ORIFICE
6" P.V.C. STUBBED
INTO BOX
12" 1 . 1­ 1.50'
6"(MIN.) e .
p
&II�,/.ii�./I.II�
SIDE ELEVATION
OUTLET STRUCTURE DETAIL
NOT TO SCALE
NOTES:
1. ANY FILL MATERIAL LEAVING OR DELIVERED TO THE SITE SHALL COME FROM A
PUBLIC PERMITTED SITE.
2. NO PERMANENT OR TEMPORARY FILL SHALL BE PLACED IN PROGRESS ENERGY
CAROLINAS EASEMENT OR RIGHT—OF—WAY.
3. MINIMUM EQUIPMENT CLEARANCES NEAR POWER LINES:
115 K V...................12' 2"
2 3 0 K V.................. 16' 0"
REFERENCE: OSHA 1910.269
4. PIPE PLUGS SHALL BE PER NC DOT 840.71 CONCRETE AND BRICK PIPE PLUG.
5. SURVEY DATA, INCLUDING BENCHMARKS AND TOPOGRAPHICAL INFORMATION
WERE TAKEN FROM A TOPOGRAPHICAL SURVEY PREPARED BY TRIAD SURVEYORS,
INC LAST DATED JULY 14, 2011.
a
BOX
FOR TEMPORARY LOW LEVEL OUTLET
DURING CONSTRUCTION. ATTACHED 6"
SKIMMER AT END OF P.V.C. PIPE WITH
COUPLING. REMOVE SKIMMER WHEN NO
LONGER REQUIRED AND INSTALL
PERMANENT 6" P.V.C. TEE.
6" P.V.C. SCREW
TYPE PLUG
6" P.V.C. TEE
12"
TOP VIEW
'ATER ENTRY UNIT
ITH TRASH SCREEN
GENERAL
NOTES:
t.
PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2.
PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3.
EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS,
4.
EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
)RIFICE OPENING INSIDE THE
5.
INSTALLED.
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
1ORIZONTAL TUBE WITH A
DISCHARGE END OF THE PIPE.
:ONSTANT HYDRAULIC HEAD
6.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7.
EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET. AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
40 PVC PIPE
OR ARM) ARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY
SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
HOSE
(MAJOR STORM EVENT)
INVERT OF LOWEST STORM PVC VENT
ATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
AT
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
VENTORM
NPIPE:
WATER
THE WATER QUALITY
DISCHARGE
DISCHARGE OPENING
OPENING
...L �. IBLE HOSE
H L = 1.4 X DEPTH
TO THE OVERFLOW
MNwuN LENGTH AFPUEs
—WATER ENTRY UNIT ,�. ;;•- SCHEDULE 40 PVC PIPE
:!
(BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
NAM BY T. R EVANS 10/10
FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET 4 W. FAIRCLOTH l SON wG
wWARAENWXRX 11MER.0 IE
STRUCTURE TE FPNONE: )73-12-12M
FAIL (BiB) 9) 7=Ba
EYNL WAMtENiNRaOTISKIMMER.CON
6" Fairc%th Skimmer" Cut Sheet
J. W. Faircloth & Son, Inc.
www.FairclothSkimmer.com
2- Vent Aluminum straps
With White tip Inlet 5 suspending inlet
6" Coupling And 90` elbow
INCLUDED
but not attached 1 /
6" pvc float
\ 47" z
5" Sch 40 SOLID pvc barrel ' - ��►
or "arm"
SUPPLIED WITH SKIMMER s,
-- ,- Pale0t N: 5,820,751
Skimmer shown in
floating position
5' hose, ss clamps
5" threaded male nipple 6" inlet 5" HEAD on center of
on outlet end ' extension 4 inlet and orifice
. ►�'�I41lIMCi
: Eel it•LYN:11a
1. 6" FAIRCLOTH SKIMMER OR APPROVED EQUAL.
2. INSTALL PER MANUFACTURES RECOMMENDATIONS
3. ATTACHED 6" SKIMMER COUPLING TO 6" PVC ORIFICE
ON OUTLET STRUCTURE.
4. WHEN SKIMMER IS NO LONGER REQUIRED. REMOVE AND
REPLACE WITH PERMANENT 6" P.V.0 LOW LEVEL OUTLET.
N
PROPOSED PAVEMENT
SECTION OR TOPSOIL
CO IN LANDSCAPED/GRASSED
AREAS
SUBGRADE
ELEVATION
G III b III ! II ! II ! II U III U II
FLOWABLE FILL
WHEREREQUIRED
(SEE NOTE E)
SELECT BACKFILL MATERIAL-
!/\ //\\ !/\\
INITIAL BACKFILL TO BE PLACED
IN 6" (MAX.) LIFTS AND COMPACTED
TO 95% STANDARD PROCTOR
(ASTM D-698). TOP 12" BELOW
SUBGRADE TO BE
!!\ \ \
COMPACTED TO 100% STD. PROCTOR.
O�.
�!/\\\\\
HAUNCH AREA
SILT FENCE
/Ili !/ / 'IT%! II // II
(SEE NOTE B)
THOROUGHLY HAND
COMPACT IN HAUNCH
INSTALL 4" THICK PIPE
F. . e ' . . ;' . s ' . ;'
FT MIN -,--TOP OF BERM=22.0
AREA
:.
BEDDING (#57 STONE)
3. DETENTION P
EXISTING GRADE —/ —
PERIMETER DITCH
BERM DETAIL
SCALE: 1:10
PREPARED SUBGRADE COMPACTED TO
_ 95% STANDARD PROCTOR
I O.D. + 2.0' 1 (ASTM 0-698).
STORM SEWER EMBEDMENT DETAIL
NOT TO SCALE
NOTES:
A. PARKING PAVEMENT SECTION IS SHOWN FOR SCHEMATIC
PURPOSES ONLY.
B. FOR HDPE INSTALLATIONS, INSTALL AND COMPACT
(4" MAX. LIFTS) #57 STONE TO SPRING LINE OF PIPE.
C. NATIVE, EXCAVATED MATERIAL MAY BE RE —USED IF NOTED
SPECIFICATIONS FOR SELECT MATERIAL ARE MET AND
APPROVAL IS RECEIVED FROM ENGINEER.
D. WHERE INSTALLED OUTSIDE OF PAVEMENT SECTION, TOP 4"
TO BE TOPSOIL. REFERENCE TECHNICAL SPECIFICATIONS
FOR TOPSOIL SPECIFICATIONS.
E. WHERE INSTALLED UNDER ROAD, FLOWABLE FILL TO BE PLACED.
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PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: N.T.S.
ORIGINAL RELEASE DATE:
Sheet:
C1A
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p In 0 0 O TO OPENING SHALL BE 'L' OR W i V 0" ow
I` A,�1 t- Q y • THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REWIRED
a y • STANDARDS: Bd0.01 , 640.02, 640.04, 610.06, 810.1 / , a N4 REBNiS -
O p O Z ¢ U �XH O y 840.12, 840.14, 840.15, 840.17, 840.18 840.19, - , 5 e" CENTERS
D .-, S in
p� rp T N , rH
rn Z ?TOX p JLL = z ITT
2 y S > 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41.
-m
D OO m W a UL r CE = O pp m INSTALL PRECAST DRAINAGE STRUCTURES AND PAY I_ N3 1W13 W< Z LL
'*tZ D U¢ o- Yy FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. N OPENING 1- O c OE�j
xy00 Ea-xX-zw zx�poT • DO NOT PLACE PRECAST DRAINAGE STRUCTURES R STEPS t T 'OE_ zW ZA • f
z ,..,�NT1 Tp6LL0 6p- SECTION C-C rnH-LLOJ VJ
cY"�Z Op�2f ca S UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. , W5 MRs Z ¢O""a V O
>D p a «+¢ j USE 4000 PSI CONCRETE. C 1 e GPENING C- z ,IO.s Q C�
�.y., ar>-+ <,y., • PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTY A615 FOR A �,D., Z Z
O z - - - _ _ _ - o O OO GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM ALBS. r_ - O J Lu $
2
_______ P LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - - : s: "'.�.: A, 8" NIN r: O L \
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE ''•' .:N.,: v,,`�..
TO 15'•0" m 'p �I Y r
M FOR CALCULATION PURPOSES D -- 4 W • OSHA STANDARD 1926.704. �, V
4 X 0 PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH �" 'L' Q
CLASS 'B' RIP RAP - 100 LBS. /FT ♦ /O
m �- CLASS I RIP RAP - 705 LBS.lFT3 CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB ;._uj
2 2 X 0- ¢O G _ m Z REWIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES r r--.- ¢ 0
�G'DI SO THAT PIPES ENTER THROUGH THE _" O !"• vI r /LL/� (n
O W T KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH LL E% J L.L ^ L
H B \ B c7 y m y .. CORNER CUT DETAIL �, a ^ 0)
jjj-D z Ha -i S THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF (SOLID WALL BOX) a O b.
M =N d G WALL IS PROVIDED ABOVE THE HOLE. ? H w0 Z
y A s z • ALL ELEMENTS PRECAST TO MEET ASTY C813. B" 'L' OR `RAF 91'- Gd2 O �V
D FLAN O 1EE O • FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O W _�
z o Q Z4 1"1 o OR BRICK IN ACCORDANCE WITH S7ANDMD 640.26. W4 REeu+s ZZ ^
yD9 0 SLOPE 117:1 OR FLATTER ¢ L rn PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH 1" CLR B" CENTERS F e O I To Z O W LL
Ox t�---�I t G$ O STEPS AS DIRECTED BY THE ENGINEER. '� :+ N4 RE9ARs J Z w
17 I a Re S" CENTERS -mL M f , •
p w c m a " WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG cLR _ •
O dlWl AS THE SAME AREA OF STEEL IS PROVIDED. O
~ m N " SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER O< U Z
9 z H z y BASE CONFORMING 70 FEDERAL SPECIFICATION SS-S-2/A, PRECAST RISER PLAN PRECAST RISER DETAIL w r Cr _Q Q1 +�"'
m p PLAN �2 G 4CN r AASHTO Y-198, TYPE B- BUTYL RUBBER. N w Z (� C
C s GEOTEXTILE w 9 '.•♦'T�'. ~ - w W 10 �+
O T z U. O O " LIMIT YA%IYIIY STRUCTURE SIZE TO INSIDE CLEAR �':?A i a U,
C DIMENSIONS OF 5'-0" X 6'-0". .r"r'; `�•"'F
W THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING•Ay"'' W
r SECTION A -A T Z (�
m M m REQUIRED FOR FRAME AM GRATE IS THE MINIMUM STRUCTURE Q (� (A
USEEYANNONEVFRAYE AND COVER AS INDICATED ON THE PLANS. 8" 8 W
H PIPE OUTLET WITH DITCH c7 () y O
H= GIP RAP TO TOP OF PIPE (MAX. H = D • T) T XT REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW Q1
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B 0 � Q U
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET 1 OF t SHEET 2 OF 2 SHEET 2 OF 2
876 02 PIPE OUTLET WITHOUT DITCH 876.02 840.45 OPTIONAL JOINT DETAILS 840 45 J • •
J O o
O
v7
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W �y �
C
I.LI
WJ m
Gm GENERAL NOTES: Oy 1
<-�H Y-� YONTAN JDI.rte L2" •/- 1b" NICK. rQ i IZZ5
H USE CLASS "9' CONCRETE NROUONDUT. Q
y 1
y IO" T 9 y I WE EONS FfA INSTRUCTION OF THE BOTTOM SLAB. S U J
m 0 -+ y , USE N4 BAR DDELS AT 12" CENTERS. U_ aK .z LL J
Z = V
"' y7o D X X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF NICK MASONRY.
p pp - O
:m Dy ITT PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WIN STEPS 12" W < Za LL x
m�`1Mp I ON CENTER. USE STEPS WHICH COMPLY WITH STD. NURSING SEND. ft. Q p¢pM C
ZXx-+OOEll,m - --_L-- - 119E BRICK 01 CONCRETE BLOCK MICH COMPLIES WITH THE REQUIREMENTS �=~ZW C
OF SECTION W OF THE STANDARD SPECIFICATIONS. NQtL tp„J N
:0 9 I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB Op Cox Na yJ
D AS SHOWY ON STD. N0. 840.00. Z .rI
C. FOR W-0^ IN KIWI OR LESS USE S" WALL. OVER S'-0" IN EIMT, USE
E-I�., '^
FaaO 1 12" WALL TO r-0" FROM TOP bF TOLL AM 8" TOLL FOR THE REMAINING W G v, UJ
a , B'-0". OUMTITES TO BE ADJUSTED ACCOROINOLY. O
Y_, CONSTRUCT MTN PIPE CROWN MTOIINO.
PLAN SEE STANDARD ORAWIND 6W.25 IN ATTACHMENT OF FRAMES AND ORATES.
w[TX COvfNO PEtp'aEO DO NOT USE BRICK MASONRY MOP INLET IN LOCATIONS SUBJECT TO JW _
TRAFFIC. Q r
CHWFFA ALL EXPOSED CORERS
CAAMINO NOT TO $CALE. F W U Z -
m BRICK MET" (iB: &) `/\ -
CC LAI
z Ml ELEVATION O W Io O
SM. W-10 LL 2 ¢ L
Q� ,,,, FMRE AND RDAle C7 F N O_ r
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TIT m Z 3" Y4 r1R TNrs .1rE - 1e• '" N HC
-� a SECTION X-X SECTION Y-Y . m JOB NO: 11016
J
o B"^�--I z DRAWN BY: CS
DOWEL W CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: N.T.S.
EST 1 of 1 SHEET 1 NF t ORIGINAL RELEASE DATE:
840.15 840.151605.011- -
Sheet:
C1 02
FOLu.
ITT
So IN
z FRAME & GM
FF
LOWING
RAP
CLu
A
R0 MAX* CA m cc
Of
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LCc L
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OUTLET
W/DITCH
OUTLET
W/0 DITCH
D
CLASS ''B' RIP RAP
CLASS
I PIP RAP
CLASS'S_ RIP
MODIFY
RIP -RAP PROTECTION
NCDOT DETAIL 876.02
MODIFY
ENDWALL DIMENSIONS
NCDOT DETAIL 838.80
STRUCTURE
MIN
LENGTH
MIN
WIDTH
MIN/MAX
W1
MIN/MAX
W2
A-1 A-5
12
26
15.25/15.75
21.5/21.75
B-1
12
34
13.5/13.75
20.0/20.25
B_2
12
34
13.5/13.75
20.0/20.25
B-3
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL
C-1
16
24
13.5/13.75
20.0/20.25
C_2
16
24
13.5/13.75
20.0/20.25
p-1
32
14
12.50 12.75
18.0 19.75
D-2
5
28
12.50 12.75
18.0 19.75
E-1
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL
NOTE:
1. PROVIDE MIN 2.0♦ WIDTH OF RIP -RAP AROUND ALL SIDES OF HEADWALL.
2. PLACEMENT OF RIP -RAP MAY BE MODIFIED FOR FIELD CONDITIONS AS
DIRECTED BY OWNER REPRESENTATIVE AND APPROVED BY ENGINEER.
O m
GENERAL Nar6s � D w r ro
z
O N
1•Y v
-H
USE 1 PSI TXIY.W CCYFq V 4TRENGTH CONCRETE. 000 M ESSI f iNTFR41l YIN. MIN. MIN. CIRCUMFERENTIAL
C
N
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9
CONCENTPlC DIAMETER 'MtL TM/MTTOY AREA OF STEEL
FABRICATE, ASSEMBLE AND DESIGN PRECAST MAN -OTC COMPONENTS CORE 9FCTi0N
<�a
3T�
�•-•T
N
ACCOPOANGF WITH PABNTO Y19B. IHI.1 TXIGitNE9S 9lAH THICKNESS VEX Vk NTIGL ET.
rI ACV U
m Z
L] p 31^ m
ASSEMBLE P13EP AND GRADE RINGS WITH THE STEPS SPACED t2" ([N.) I50. [N.}
rgOY INC TOP TO THE BOTTOM OF THE MANHOLE.
� � Ell, = Z
Q Z -
x T Da Tye'
w w
WERE INC MANHOLE t5 EXPOSED TO g0A0 TRAFFIC, CONSTRUCT 4 d N 0.12
H ~
a x 9O �
THE TOP OF TNF MANHOLE FLUSH NTTX THE d1a1N0 AND A YIN_W21 P 5 B 0-15
OF THE AT OTHER
x Z y'-'j
��iolr
8` ABOVE GROUND LO
oy
s
y
8„
tP a
,L,
1 'CLR. TVP.
W4 KEBABS
8,� t`,R_�--t6,.
M4 RESINS
Ova
,O.,oa
E-r p 0
m z y x D
I `1
-
1 `I
1�Tg�m
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.
THE PATTERN Of THE
-
'�::^;•P-, ,
Fv�ox
xy00
i i
�
io
KNOCK -OUT
B_.... v•`
Q
R �
PANELS ARE SHOWN
N�LLOW
o�S�
FOR ILLUSTRATIVE
' :- ;:p• .,'P.:I,
¢o""a
D D
I.
3"
I
PURPOSES ONLY.
y
NS REBUS 12" (
,
I N6 KEBABS)
CENTER6_LTYP.�
12"CENTER$
a SECTION �tA-A' m SECTION 'B-B' io 0','C "0'jv ;`•`:. 8, '- 0', o,:'e `:. 0, '
A
A
��
o
M4 R BARS
C -� i" MIN.
''
C
LL�
y N r
CLR. (TVP)
WAFFLE WALL ISOMETRIC VIEW
� 1 �
i<
Az4 W4%W4
,.., =
O G W
+
�
WWF (LAP
Y5 RESINS @ 12"
NllNNIOE
AM aIANTXTCPJ
P011 MA 1MLR MAa® ON QM.
WENT, M
DtENDIOND
of eoz a PIPE
WNIc rAMo9
CONCRETE
axle YANos
SNICK MASHY
DEDucrfoNfi Sal
ONE PIPE
PIPE
SPAN
MIDTN
MIN. MIGHT
D
A
B
N
BOTTOM
SLAB
MALL
FOOT NT.
• Iewr, .
1YO.62P
1Y"
O.4SO
O.S1G
0.020
0. N2
15"
2'-9"
O.YBB
0.919
O.SOO
0.09t
0.0fT
1B
2'-B^
0.2u
0.8ta
0.878
0.044
O.OBS
24"
0.268
0.313
0.896
0.078
O.t19
90"
0.2Wa
OAU
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TWIN RIVERS MALL i - _ �J - tl PAR
CEL I
PARCEL 1 _ ----- _
09
34.45d: acres KI POD
RREF 8 _ REMg z :
EF 26 a (R / 0� 25) (REF zz) #
M 7Bi GNG ROAD EASEMENT
PNtCF11 (Rff tO) �ET.a4RING ROAD�_
T FAq�' 2
COUNT A73399' S TOyI .. (TIFF 10)
74
K MART PARCEL �
Y 5.fRE acres e n
a • (REF 10)
I /IN
/w
W
w
_ of w o
N/F p S"- "r 4T / e Is io n
NUEERT TOISOYN. III �y / / / a W
(BLARES) -.. Qa �LL.i / �/ • _ / \ x r6 �JS_ ■ rf. .li)
DB 1219. Pg 831 '�j �- m j f�. (REF 10)`AA�G •L _�
91PYEY DESGN5730'10'EiIPDON "� . _ �
PARCEL I
certain tract In No. 6 Township. ` 0. \\\\\ p \�
Al
Nat p
Geten County, North Nicer.;
and Doing mare CA
particularly aeecrlDea ae tdbwe: � W ENCLOSED SHOPPING MALLFrom a point that is be latersealm o, lbw '% SINGLE STORY
northern fight -of -way of U.S. Highway 17 and ba a
western fight -of -way of New U.$ Highway 70 By -Pees,
said point lyhgl South 7P 0,' 47' West a distance
of 40594 feet and North 1958'13' W.k a dletance
of 7279 Net Iran the intereecLm of by oededne J C PENNY
of the eouthbwnd lane of be alasoid U.S.HgMway 17 LEASE -
and be anterine of New U.S. Highway 70 By-PaeS - (REF 13) BELK PARCEL
thence proceeding Smb 70D1'47�Wesk .1.9 the
northern right -of -war of U.S.HIghm, 17. a distance of 11
6E9.50 fest to the Point of Beghning of the pacel
herein d. ed. From the point of Beginning, pro- ` 69.125 sq.fL yy 11.011, acres
cesding the following .Donee and distance. South {,^ 3 (REF 7)
70M'47 West ding the no -them 49ht�-way ("DAP]?
Of U.S. Hl9hmy 17, a distance of 1,029.39 feet k
thence North 54D0'00'Wee. and ImAn9 sold north- Iss n right -of -my of U.S. Highway 17, a distance of
361.9E feet to an ,a pip. thence North 55'39'3e N/F
Vese . a distance of _35.4 58 feet to an Inn pipe; CO.EMAN - CEL A
thence North 54'42'36 West, a diabace of 242,Ig W7gG Po ]64 Is
Net; thence North 5s3736' West, a dbtonw of -
518.45 feet to an Tan pipe thence North - --
701D133'Eapta dfatance of i,88336 feet to as Iron _0
pp.. thence South 19'5613'Eaat, a distance of _
306.82 feet to a Ph nab; thence South 70DI'47- iaim
Wept, a distance
of 61 feet to a FIX naMthW
, ence �.sy '-
North 1958'13' well a distance of 233.07 feet to a WATER s�-- S
PK nab; thence South 70D1'47 West. o distance of M - LOOP 1n )
164.14 feat to a PK real, thence South 5730'10' (Rff h Y
Wseq a distance of 733.99 feet to . PK nos; bmw
S53Y0'XY East o distance, =68
oub
thaw North W4345' East, a dhtmw of 190.21
feet: Nance Nana 573C10' East o distance of
25.0 feet thence NoM 3219'SO' West, 0 distance
at MOD feet !Fence North 57WID' Eaek a dM-
taas of 24800 feel, thence South 3229'50'Ecet, a
d4tow of 3C W feet thmro North 57'W10' Eap
d stood of 16.W feet Unnw North 4543'10'
East a distance of 170.05 fest thaw North
7001 47' East, a distance of 109.97 test to a PK
Mali, Nonce South 195843' East a distance of
363.59 f.0 Vence South 70D1'47'Weet. a dl.once
of 23.4E fast: thence South 1958'13'Eaet a do-
tance WO46 fort Hence North 64D0'25' East, e
distance of 582 fmt thence slang a cure to be
Hiiht of radu, 4950 feel, a di.taw .1 82.96
feet, thence South 1956'13' East a distance of
T.17 feet to a point on be northern rght of way of
U SH ghmy 17, and be place and point of 9egtnning
of be parcel hedn described. containing M.45
corm mcre a less. and ben, a potion of Fee
ar Pse I as dumbed in that oertan dead recorded in Book 1033, at page 688, to the oNicei of be Regh-
tw of Dome of Craton County and that property ae
duufbed In but certain deed recorded In Bank 1116.
. Page 421, a be office of be Relleta of Deeds of
Craws County.
PARCEL R
All fact certain tract In No. 9 Township.
Crown County, North Conal and more poticulwy
described as follows,
Be9Nnng at a caaete monument at be ntemoo-
do of be norbem right cf-coy of U S Highway 17
and be western right f-my of New U SHighmy 70 By -
Pa d, said manumat lying South MM1'4T West a
dNtanca of 40594 feet and North 1958'13' West o
distance of 72.79 feet town be nteremEan of be
contemns of be southbound lane of the aforesaid
LLS. Highway 17 and be coMmifne of Now U.S. Highway
M By -Pas, sal, maummt being be pant a Begin -
Ming of be parcel howls devaibed. Fran the poet
of Beginning, pr.dlMg be fdlowing coon. and
dzdam . South 70D1'4 wVkmc dog the nofthsn
right-of-woy of U.S.9ighway 17, a distance of 62250
feet tFmce North 1958'13'll and having sal,
Martin. right -of -my o1 U.SHighmy 17, a dletmw 0
95'W feetthocw along a curve to the right of fWlus
49.50 feel, a distance a 69.90 leek On... slag a
arc to be left of radius 405.50 feet o distan. of
141.17 Net, bace along a cure to the left of
rode. 250.50 feel, a distan
ce of 99.22 feet therce
North 187331' East a distance of 215.43 Net
thace along a curve to the left of radius 258.50
feet a distance of 26201 fact; bow North
3T 1'06' West a of
of 56.97 feet Naas
slang . curve to the left of radlue 518.50 feet, a
distance of 40.3E feet; thaw North 48MV28' East
a distance of 33.17 Net to a cancnte monument an the
westem right-of-way of News U.S. Highway 70 By Paes;
thence Swath 3731'06'Eaat along sold weslen nght-
of-my of New U.S.Hlgheny 70 8y4Pow, o distance of
3748E feet b a concrete mmumat; thace South
305s'00'East, a ill". of 4MI1 feet to a can-
aete monument which is be me eabil of be weet-
sm fight -of -way of New U.S.Highmy 70 Sy-Paes and be
northam right-of-way of U.St ighmy 17, mid conaele
mo ument also being the place and point of Beginning
of be pacN herein described, contemn, 4.45 acrm
mom or New, and being Fee Pad 11 ae de.m'bW in
that carton deed recorded In Soak 10M. al Page 685,
In be office of the Register of Dots 0f Cramer,
Cant,
EASEMENT PARCEL
The rmpmed and non-Ied.idwe osenentw. rights.
licensed, pHd". of use, ing. and agrem
parking and for utility and Other purposes armted and
granted a. appurtaances to be F. Parcel. herel
bout, described in sad by be Nimeng docamenbc
1. R.ti.n of ea.emat. bV CF New Boar. Associates
In the Dees to Selk's Deparbnal Store of New
Hem, NC Incorporated, mcordW 'n Book 915, at
Page 51Z ce amended by Relocation Agraenat and
Rams. receded In 9aok 1116, at Page 424, all in
be office of be R'leter of Dsede of Graven
County.
2 Two-party Castinctla. Operation and Recipmcol
Easement Agreement by and between a New Bern
Assocates and 9Nk's Depmtmat Stae of New
Hem, N.C.. Incorporatedmconded In Book 915, at
Page 524, amended by End Ame dmat Agreement
recorded In Book 949, at Page 325 and by Soad
Amendment to Two-party CaneDvetvh, Operation and
Rolprocal Easement Agreement rewrdW to Bak
1119, at Page 477, ail In the office of be R,I -
ter of Deed. of Gaven Count,
3 Purchase and Site Improwmot Agreement by and
between CF New Ben Aesxates and BNKe Depart-
s( Stare of New Bem N.C.. Incorporated. dated
June 27. 1978. but not resoled. and amended by
Flat Ammdmat Agreement nmordad In Book 949, at
Page 325. in the office of III. Regi.tr of Dome
of Craven County.
4. Reeama9m of Eamenente by Pets, D. Leibowit. In
be Good to K mat Cerponatlm, mowdm In Book
ME. at Page 460, in be oMo. of the Register
of Deed. of Lawn County.
\
se is W
se
Ae
\!\ as
Is
el �
`J 1
3 .Jot 1
9HERIWNN/vVOLUME (I6 8)
OVELOPMENT CORPeS • n
R/µf
W�WIrrT 4 DiEF 9) w I
PCB _
21)
P"�ARCEL 2 �(jZ
4
NlERSECl7Q1N OF E OF U.S M
y��"� ME LeE. -4 WITH THE�r OF THE SOUTH
V'� HIGHWAY 117 LAW -_i o Neourn LAC AATES
. CIL/�F �.� N 49e,247.01
MEH -E 2.572.803.08
OOHNCR�g�t BLVD. -_
NCOS MONUMENT 'BERM -.
NC OIip CDODMATES
N 4Bg15386 E 9.17 N09'4751'W A95S O-S.T
ANI
COMBINED SCNE FACTOR 9153
MggW74 (MIM ..
BEAPoNG ! OSLANCE)
GRID TIE DETAIL
FORMERLY-RALEIGH FEDERAL ( T A
NOW -FIRST UNION D
BANK REF 7)
LEASE
(REF 19) Wf;N N00'TSe
WACHOVIA
ANK LEASE
1 B REF 0) ru
HIGHWAY 17
�AREHOpH BLW.
-
200' R/W
� ))1
far .pk I
(• )SUC
REFERENCES - CRAVEN COUNTY REGISTRY
ROAD)
1. Stle Survey. Rat Cab, A Slide 1638. Not Cab. D,
Slide 667
'2 CP6L Easement. D.B. 484, Pg 459
3. Utbfty Easement Agreement D.B. 884, Pg Wee Plot
Cab. A ShMe 165A
4. Access Op hinge: D.B. Stun Pg 646; Not Cob. A, Side
1658
5. Bak Lease Option: D.B. 884. Pg 651. Terminated D.B.
t129, Pg 841 _
6. Deed to Peter D Leftoubs, D.B. 1033, Pg EBB
7. DSW to Balk's Department Store of New Been, N.C. Inc
D.B. 915. Pg 512 RNooatW Easement Agmebmt D.B.
1116. Pg 424
8. Easement - .LL Morris. BK 929-751
9 WWlae 50 Foot Eaeeoat D.B. 86u, Pg 627
10 Deed to Smart Capamtlon: D.N. 1116, Pg 460. Second
Amendment to Agreement D.B. 1116. Pg 477. Supplemental
Agreement D.B 111E Pg 544
11 9e4k Teo -Party Pork,, and Acce.. Agreement D.B. 915,
Pg 524. Fret Anladmert to Agreement D.S. 90. Pg
328 Second Amadnat to Agreement DB 1116, Pg 477
12. Ent C Omn a Bak !pose D.B 839, Pg 605 Raaa-
tnn Agreement D.E.1116. Pg 424. Law Amatlment
D.E. 1272, P9 WO
13. J C Penny Lena. D U. 915, P9 SO& Lott Tenn Agme-
at D.E. 950, Pg %5 Second Amendment to Agreement
❑B 1IM Pg LT/ Supplemental Memorandum D.B. 1116,
Pg 523
14 Sewage Pumping Station Oconee and Agreement City of
New Bem. D.B. 960. Pg 459
1S Eaeemat for Eotrfc Light too Gty of New Bem:
D.E. 95D, Pg 410
16 Geneal Peen t for Power Iches and Transformer. City of
New Bean. Unrecorded
17. Cawyance and Ewenmt - Loop Note, Syaten City of New
Barr: Unre cm
18 P.,dog Spew. 2051 and 43 Handicapped
19 Raleigh Faderd Savage and Lame Lemm: D.R. 1046,
Pg S49
20 Ylachovn Bank'. Lowe 08, 964, Pg 5l5
21 Ecmmat City of New Ban: U.S. 1060, Pg 534
22. City of New Ban Eectrlc Ea wammt D.E. 1311, Pg 754)
23, DOT Temporary Costmctian Easement D.B. 1528. Pg 692
24. IL Minh Sign Easement D.B. 887. Pg 175;
Termnated D.B. 929. Pg 737
25. "M Ground Leasearea - Parking : Unrecorded!26.
Deed to Peter D. I_efbwlts, D.B. 1116. Pg 421
51OIeIWATER
RETENTION POD
TWIN RIVERS MALL
PARCEL 2
4.45t acres
(REF 6)
m ' S FIRST CITIZENS
ra BANK LEASE
' (REF 12)
BEN( PMCF
(REF 7) STATg7lN
NOR
WRBIT B
(8EF 7)
ENCROACHMENTS
A OVMsW Canopy st jointly used
Entronas to Kmart and Tob Ri efs
Mail
B. Ring Road encroaches Nightly along
pekneter due to variations during
cmm-ucHon
C. Shown-WIIliame Nqn encroaches
l
PARKING SPACES
pp@CFL STMIDABD HANroCAaPE1
iEI80A TS 999
16
BEINS 610
9
K MART 190
14
K MART PARKING LEAS-c USE
0
9RST CITIZENS 21
1
MCHOVIA 29
1
FIRST UNION 14
2
TOTAL 2051
s3
A
G
LA
(g
O
PROPERTY BOUNDARY
PREPARED
BY OTHERS
/ ALTA
PARCEL 2
(REF 8)
POD
REF 3)
REF 115)
LEGEND
R/W fe
RIGHT of WAY
-
CENTERLINE
■ -
CONCRETE MONUMENT
•
EXISTING IRON PINE
• -
NEW IRON PIPE
-
PK NNL
PUB -
POINT of BEGINNING
N/F -
NOW or FORMERLY
O/L. -
ON' ONE
& -
HANDICAPPED
T -
EON
411b -
POWER POE
0 -
OVERHEAD
N■
UNDERGROUND
10 -
ELEC. TRANSFORMER
O -
AREA OONT
-
FIRE HYDRAEfT ASSEMBLY
-�--
DRAINAGE STRUCTURE
-�--
SEVER MANHOLE
4/
-
PANTED TRAFFIC ISLAND
-
CURB ! GUTTER ISLAND
GENERAL
1.
PLAN
Asa a ninhd Reading per Floed
Insermw Rote Map 37OU74 0003 E
dated May 4e 1987. Flood Zone me,.
2
HIMNG - C-3, Cosistat with the CRY
a N. Bon sbdMNan aWnanss.
3.
SETBACKS - minknum
M a 25 R. Fnnt - ml.s othwwhs
shown
b. TO MBL Side - antes othewiw
shown
a IV MBL Rea - unless ob M
Awn
4.
SGLUING HEIGHT LIMITATIONS - No
Wsding or e oactos whdl exceed
a height of thirty -Wee (35) Mee
4059E
. yes GNID�
TIE DETAIL
v�
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Lull
LLI
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100 0 100
SCALE IN FEET
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: OTHERS
CHECKED BY: OTHERS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1' = 100'
ORIGINAL RELEASE DATE:
Sheet:
Cl.3
L
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SHEET 2.2
NEW WET
DETENTION BASIN
NEW DOUBLE 42"
STORM PIPES
SHEET 2.1
SD
r/i
rep inlet ie"21.9'
,, wtl.t 1,19.2'
ccp We is=19.4
UTLET STRUCTURE
DRAW DOWN PIPE
SHEET 2.3
NEW DOUBLE 48"
STORM PIPES
Pqy l' % _ /f L PVC FOR ROOF
\
ICI v<�j//y ROOF DRAINS
NEW VEGETATIVE STRIP/POND ST
5�
SO 1
GE
IPF PK
31
Eel
I
►I
NEW 40' WIDE
CONCRETE WEIR
\Oi"\ IPF 1 1/4"
OPEN TOP PIPE
NC SPC 7
PK
0
55' i -----SD 27
SD 16
[NEW STORM SEWER
0
PIP[
25
0
EXISTING SEWER MANHOLE INFORMATION
MH #
TOP EL.
INVERT ELEV.
1
24.1'
18.6'
2
24.4'
18.6'
3
23.5'
20.3' NOT IN USE
4
23.3'
16.1' GREASE TRAP
5
23.4'
20.0' IN 17.9' OUT
6
23.1'
17.3'
7
23.6'
16.2'
8
23.3'
15.8'
9
23.2'
14.8'
10
23.4'
13.9'
11
23.7'
12.7'
12
24.3'
19.8' GREASE TRAP
13
24.4'
19.9' GREASE TRAP
14
23.5'
19.5' GREASE TRAP
15
1 23.5'
19.6' GREASE TRAP
16
23.5'
19.6' GREASE TRAP
17
23.3'
11.3'
18
23.4'
10.2'
19
23.1'
9.0,
20
22.1'
8.1,
21
22.9'
7.7'
22
23.3'
13.0'
23
23.4'
14.1'
24
21.8'
15.7'
25
24.2'
17.4'
26
24.0'
17.6'
27
24.2'
17.9'
28
24.2'
UTILITY
29
24.2'
UTILITY
30
24.0'
UTILITY
NEW STORM
SEWER
I& \ APPROX ON .Q
Y LOCATION
OF 36' CMP
2w \ z
?a
36_ C
SO 23
s� lll�l 2
,
/CIMH 18 p
1Y \ 2261
SD 18
"3 e2
SD
SD
EXISTING STORM DRAIN INFORMATION
SD #
TOP ELEV.
INV ELEV.
PIPE SIZE
SD TYPE
1
24.4'
20.1'
15" CMP
MH
2
23.1'
19.5'
18" CMP
GRATE
3
23.0'
18.5'
18" CMP
MH
4
22.0'
19.1'
18" CMP
GRATE
5
22.2'
19.9'
15" CMP
GRATE
6
21.9'
18.3'
24" CMP
GRATE
7
21.9'
17.3'
30" CMP
GRATE
8
22.1'
17.5'
30" CMP
GRATE
9
21.9'
17.6'
30" CMP
GRATE
10
22.2'
17.5'
30" CMP
GRATE
11
23.3'
16.9'
36" CMP
MH
12
20.5'
17.8'
32" CMP
GRATE
13
23.7'
17.0'
36" CMP
MH
14
24.4'
17.1'
36" CMP
MH
15
1 20.2'
16.3'
36" CMP
GRATE
16
20.2
16.9'
36 CMP
GRATE
17
23.9'
18.5'
18" CMP
MH
18
22.5'
17.6'
24" CMP
MH
19
20.5'
16.9'
36" CMP
GRATE
20
20.4'
16.9'
36" CMP
GRATE
21
21.6'
16.9,
36" CMP
GRATE
22
20.6'
17.8'
N/A
GRATE
23
21.4'
17.0'
36" CMP
GRATE
24
21.5'
16.9'
30" CMP
GRATE
25
22.4'
17.1'
30" CMP
GRATE
26
23.4
17.1'
30 CMP
MH
27
21.2'
17.2'
24" CMP
GRATE
28
21.2'
17.3'
24" CMP
GRATE
29
22.9'
19.5'
15" CMP
GRATE
30
22.3'
18.0'
24" CMP
GRATE
31
1 23.6'
18.4' 1
24" CMP
GRATE
32
22.8'
18.9'
24" CMP
GRATE
33
20.9'
+ -19.5
24" CMP
INLET
34
N/A
19.5'
18" CMP
CULVERT
35
N/A
19.5'
18" CMP
CULVERT
36
N/A
17.8'
48" CPP
CULVERT
37
N/A
17.7'
48" CPP
CULVERT
38
N A
18.5'
36" CMP
CULVERT
39
N A
18.5'
36" CMP
CULVERT
40
N A
17.7'
48" CPP
CULVERT
41
N/A
17.7'
48" CPP
CULVERT
SHEET 2.4
NEW STORM SEWER
w
U
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L, O
r 1=
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U
La W Lao
0
a
0
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Z
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•
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22`7
Z
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W
2
W
3
Q
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22 42
•
0
t1�
i
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Z
Z
(6
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27 26 1.6C
cc
Ld
cc
42" PCP
20 CINV=`64
Ld
Q
W
r^�
v
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6
U
W-z
21 36" RCP
��
Q
, U
._ x 23.36
MH 21
J
O
Q
_
CURB INLET J� x 2305
GRATE=21.64 ��24' RCP
iNv=16.64 227:. K
J
Q
O
O •
O (n
L
a \ x 23. CURB INLET ,S Q%
j \ Y 2 GRATE=23. W r^
NV=1 ,
x I M _J •�
SDMH CURB INLET O W C
2 W
TOP=2272 GRATE=24.16
5 27
!NV=16.87 tNV=16.61 CURB INLET �� ` la W
30" CMP
GRATE=23.71 , 5 Q
�� 4.68 INV=14.26
Q W h
IE=16.8� Q
iE= RCP�y GRATE=22.44 A8 EL
E O
INV-19.44
CUPS 1l-T IE
RA?=22.52 CURB INLET 7 J
17.2 GRA 4 23.39 L
29
bb
O
Q
/URB INLET INLET
ATE=2 FT
L
C
--
GRATE-22.65
INV-19.57
C
INV-16.25
r
U
cp
W
�it s�`
CURB INLET
CRATE INLET GRATE=2260
GRATE=23.3 INV=15.00
/�
VJ
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INV=15.86
Z
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m
a L
+� GRATE=22.7
INV=15.41
80 0 80
EXISTING WET DETENTION BASIN sGIN
E`
PROJ
TO B E ABANDONED JOB NO: 11016ECT INFORMATION
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1" = 80'
ORIGINAL RELEASE DATE:
NOTE:
FILL WITH EITHER BE FROM ON -SITE Sheet:
OR A PERMITTED OFF -SITE PIT.
C200
-li 51 T

N
1" IPF
of
ISILT FENCEI
3:1 SLOPE
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0
TWIN RIVERS MALL
1
N
69 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
D-1
NEW DOUBLE 42" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1/W2)
IE=17.0
86' - DOUBLE 42" R.C.P. @ 0.00%
D-2
NEW DOUBLE 42" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1 /W2)
IE=17.0
20 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
ISILT FENCEI
of
4:1 SLOPE
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MH 7
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LIMITS OF DISTURBANCE
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3:1 SLOPE FROM
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WIDE FLAT BOTTOM
E-1
NEW 48" HEADWALL
NC DOT STD. 838.80
IE=17.0
60 S.Y. OF TYPE I
RIP —RAP, 15" THK.
WITH GEOTEXTILE
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of
�2 ,"�'7
% of
GF
REMOVE EXISTING \
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4
0
TIE TO EXISTING
S MANHOLE SD 11
IE=17.0
SD 9
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EW GRATE TRAP \o
\ TOP=22.2
2� IE=17.0 SD
4p rcn it et ie=21.9'
1 cca 0:tlet ie=19.2'
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mmmmil
SCALE IN FEET
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1" = 30'
ORIGINAL RELEASE DATE:
Sheet:
C201�

3:1 SLOPE
ISILT FENCEI
TOP OF BANK=23.0
PERMANENT POOL TOP=17.0
3:1 SLOPEI ,
ISILT FENCEI
8
3:1nSLOPE
i
I
LIMITS OF DISTUR
rIN
"(F�: NAIL
ASp-�A T)
EL =24.. 5' /
CE
TOP OF BERM
SEE DETAIL
C-4
IE=20.0
12' — 18 R.C.P @ 2.50%
FIELD LOCATED TO PROVIDE DRAINAGE
FC-3
IE=19.7
5 S.Y. OF TYPE I
RIP —RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
�� oP
3:1 SLOPE
co'D
2
RTI
2
rl�
UTILI,TYP
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TOP OF BERM
SEE DETAIL
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30 0 30
SCALE INPROJECT INFORMATION
NO: 11016
MHWN BY. CS
CKED BY: CS
WING FILE: 11016E.DWG
WING SCALE: 1' = 30'
RELEASE DATE:
WATER METER
BANK (7 TOTAL) Sheet:
C242

49 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
C-1
NEW DOUBLE 48" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1 /W2)
IE=17.0
%_1- L
NEW DOUBLE 48" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1 /W2)
IE=17.0
49 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
SD
�L IPF 1 1/4 $)
58' - 15" R.C.P. @ 0.00% 10 S.Y. )3� TYPE I OPEN TOP PIP
WITH GATE FLAP FOR BACKFLOW & RIP -RAP, 1 THK. NC SPC
NTI-SEEP COLLAR. (MIN 1.5' AROUND BARREL) WITH GEOTX11 N 499123.8 1
NC DOT STD 87 E 2571 >82
B-4, NEW OUTLET STRUCTURE SILT FENCE
CONCRETE JUNCTION BOX (4'X4')
TOP=19.25
15" CMP IE-17.0
6" PVC IE=17.0
BOTTOM OF RISER IE=16.0
(SEE DETAIL SHEET)
2:1 SLOPE 4 __ BOTTOM=14 0
EXISTING PERIMETER
DITCH
IPF 1"
OPEN TOP
PIPE
IPF PK
NAIL ,
i 49 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
B-2
NEW DOUBLE 48" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1 /W2)
IE=17.0 2
36' - DOUBLE 48" R.C.P @ 0.00%
B-1
NEW DOUBLE 48" HEADWALL
NC DOT STD. 838.80
(MODIFIY W1/W2)
IE=17.0
yLIMITS OF DISTURRAN-CE /
SILT FENCE S�
D 31 Mp
y 2�
SS
� M \
S-> 2 8
P
y
2 IPF PK
NAIL ,
SD 30
8" PVC
2
7
H 26
/ WV
x
SD 29
0
G
22.
B-3 /
NEW 15" HEADWALL U�
NC DOT STD. 838.80
IE=17.0
35 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
NEW 40' WIDE
CONCRETE WEIR
IE=18.75 FT
A-1 A-5
NEW DOUBLE o
36" HEADWALL o
7 NC DOT STD. 838.80
(MODIFIY W1 /W2)
IE=17.0
49 S.Y. OF TYPE I
RIP -RAP, 15" THK. �
WITH GEOTEXTILE
NC DOT STD 876.02 d
N 23
SD
SS 2
TIE NEW 36" R.C.P.
TO EX. MANHOLE SD
SD 27 26 AND PLUG 30"
CMP HOLE
IE=17.0
-� REMOVE 30 EX. CMP TO
NEW STS. MH. A-2
WATER
VALVE
FIT i
LOADING
AREA
F.=24.29'
Y
TRIPLE 42" IP
IE=17.02
IE=17.01
1E=16.95
2:1 SLOPE]
38 S.Y. OF TYPE I
RIP -RAP, 15" THK.
WITH GEOTEXTILE
NC DOT STD 876.02
EXISTING DITCH
TO BE FILLED
`lo ;
A-2
NEW STS. MH.
TO BE FIELD LOCATED TO TIE
INTO 30" CMP
NC DOT STD 840.52, D=5 FT
TOP=23.40 (MATCH EX GRADE)
IE=17.0
H
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30 0 30
SCALE 1N FEET
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1" = 30'
ORIGINAL RELEASE DATE:
Sheet:
C23
- -r �T.T ,

. _L_ ._•. li ,.a -Lkr,. -..- . -11 i._. .. ....- L =. _.1.. •1:-'.i . .. 41 CL
kS
F.F.=24.31'
SS
MH 1�
WV
SD 18
SDs
'5
ZT
21.
0
SDI 2.4
APPROX LOCATION
OF 36" CMP
0 2 .0
36" CMP
SD 23
SS
90me
c�
TBM (PK NAIL
IN_ASPHALT)
E.5'
22.81
K
23.1
22.34
22
P
�I
Lai
63
36
/F1- J
NEW GRATE INLET TO BE
FIELD LOCATED TO TIE
INTO EXISTING 36' CMP
INC DOT STD 840.15
TOP=22.00 (TO BE FIELD
DETERMINED)
IE=17.0
A-4
\NEW GRATE INLET TO BE
FIELD LOCATED TO TIE
INTO EXISTING SD22
NC DOT STD 840.15
TOP=22.00 (TO BE FIELD
DETERMINED)
IE=17.0
57
ISILT FENCEI
POND
WATER LEVEL
ON 7/7/ 11
ELF_V=18.27
ILT FENCE EXISTING DETENTION
BASIN TO BE FILLED AND
ABANDONED
3.42
42
SPOT `LEV. (TYP.)
C%
1.66 O
1.50
22.26
SD 0 �, �
42' RCP RIP RAP IN _ET
MH 20 IN';=16.64 PPOTECTION
3g»
GAP 21.78� \ V
9.68
21 36" RCP
x 23.36
MH 21 > , 8
x 23.09
CURB INLET
SD 19 GRATE=21.64 24" RCP
RORK
INV=16.64 22.73
MP
G PLUG EXISTING
PLUG EXISTING (CURB INLE- "
21. C 42" RCP x 23.
36 CMP GRATE=23.�
INV-16
x 23.2
LIMITS OF DISTURBANCE I x 23.
SDN- CURB In,''_ET
TOP= 2. 2_ GRATE= 24.' 6
4.27
INV=" 6.87 INV=16.e1
30" CMP- �
IF= 16.84
!:-`Z4.68
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30 0 30
SCALE IN FEET
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
CURB INLET DRAWING SCALE: 1' - 30'
ORIGINAL RELEASE DATE:
GRATE=23.71
INV=14.26 Sheet:
C2m4

28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
N_ SILT FENCE
TOP OF
BANK=23.0 FT
EXISTING GRADE
PERIMETER DI
--
CH-
-— -
=
—
BOTTOM OF WET DETENTION BASIN
I= 8 FT
--
—
DETENTION POND STORAGE-
17.0 FT TO 1&75 FE: 166,878 CUBIC FEET
STORM PIPE STORAGE
21,773 CUBIC FEET
TOTAL STORAGE
188,651 CUBIC FEET
-_--
SILT FENCE
EXISTING GRADE
=14FT
SECTION
9Li
SCALE,- HORIZONTAL
VERTICAL: 1 "=10 "
28
LIMITS OF DISTURBANCE !
----- —
26 SILT FENCE
24
22 4: 4;1
20
18
16 BOTTOM OF CHA EL = 17.0 FT
14 —
12
SECTION 'j'j- D �
SCALE.- HORIZONTAL: 1 "=10'
VERTICAL: 1 "=10"
28
26
24
22
20
18
16
14
12
SECTIU"'AlA-A-
,5CAZf-.- HORIZONTAL: 1 "=10'
VERTICAL.' 1 "=10 "
28
26
24
22
20
18
16
14
12
10
NOTE:
BOTTOM OF DETENTION POND MAY BE EXCAVATED
BELOW PROPOSED DEPTH WITH APPROVAL.
SILT FENCE
I BOTTOM OFI CHANNEL = 17.0 FT I
SECTION 'C- C �
EXISTING GRADE IE OF
CONCRETE
E
4 FT MIN
PARKING LOT
WEIR
18.75 FT
EXISTING TRIPLE 42 CULA
RTS
1.0
7.8
PERMANENT POOL ELEVATION = 17.0 F
- 1
-
-FT-
— —
TURN DO
EDGES OF CDOWE
7REBAR
4 REBAR IN
LL6"
WEIR 1.5
ET ALL AROUHEADW
THICK CONCRETE WEIR
TO HAVE
REINFORCEMENT
4" O.C. BOTH WAYS
S EC T I UN 9 EE
SCALE- HORIZONTAL: 1 "=10'
VERTICAL: 1 "=10"
28
26
24
22
20
18
16
14
12
SCALE- HORIZONTAL 1 "=10'
VERTICAL- 1 "10"
T WI
--
EXISTING GRADE 2
_
IE CONCRETE WEIR = 18.75 FT
_
40
T
RN OF CONCRETE
_
WEIR 1.5 FEET ALL AROUND
THICK CONCRFIE WEIR TO HAVE
14 EEaM
REINFORCEMENT 24" O.C.
BOTH WAYS
SEUTIUN 9F- F
SCALE- HORIZONTAL: 1 "=10'
VERTICAL: 1 "=10"
ZF:
Z Z
D w
O
w
U O
ry
Of
z
Z
z O
w 0
> Z
Q w
O
U w
0
J
J
Q
W�
LL
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w
(n Z
Z
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VJ w
U) >
O ��
F
Fn/ �Z
N a
v
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1" = 30'
ORIGINAL RELEASE DATE
Sheet:
C3,0
1
r r r • r

SEDIMENT FENCE
TEMP. GRAVEL CONST. ENTER/EXIT FO
TS TEMPORARY SEEDING
PS PERMANENT SEEDING
OM MULCHING
RR RIPRAP
OUTLET STABILIZATION
STRUCTURE
TOPSOILING
SKIMMER SEDIMENT BASIN
a ROLLED EROSION CONTROL PRODUCTS
V
1" IPF ' cry °m>
Ot °s
N",
.7ITA (PK NAIL
IN ASPHALT)
EL=24.35'
69
' LIMITS OF DISTURBANCE
V
TWIN RIVERS MALL f/
G' A'?\
oy�°d pE
L'3
TLET STABILIZATI
SO
OUTLET STABILIZATION
STRUCTURE
SO
SD
r�l
�So MH 9
PROPOSED CONSTRUCTION SEDIMENT BASIN:
PROPOSED WET DETENTION POND TO BE USED
AS SEDIMENT BASIN DURING CONSTRUCTION. Of
INSTALL NEW OUTLET STRUCTURE W/ SKIMMER \
AND 40' WIDE CONCRETE WEIR BEFORE POND OF
GRADING OPERATIONS BEGIN.
SKIMMER TO BE 6" FAIRCLOTH SKIMMER OR
APPROVED EQUAL.
TLET STABILIZATION
RUCTURE
DRAIN
WV Mo3
4 x 4\
S5
(A
J
;=�I
SS
9
SS
WV
WATER METER
BANK (7 TOTAL)
/M 1 PVC FOR
1/V V•1pY�y ROOF DRAINS
BUILDING
YARD
INLET
SD
WATER
VALVE
PIT
D+.
CONIC
F.F.=2 T
e5
IPF PK
\NAIL'
EE=24.49'
F
J�
c�S
103
BUILDING
SO 15
TPF PK
NAIL
L.7
IPF 1 1/4"
OPEN TOP PIPE
NC SPC
N 499123.851
E 257159t69�
TS24
PS
M H 23
M((
5 2A G 7
s
`ss sD 27
GMP
/ WALL-
_2' WATER
VALVE
P11'
.F.=24.29'
WATER
VALVE
]PIT
'Sl5/
IkELEC.
SO 16
61 jl L IM03
T
V
T81PtE42//�"-ate
IE-17.02 C/
IE=17.01
S�\
7LOADING
AREA
.d
�SD 25
PERIMETER
Lai
EXISTING SEWER MANHOLE INFORMATION
MH #
TOP EL
INVERT ELEV.
1
24.1'
18.6'
2
24.4'
18.6'
3
23.5'
20.3' NOT IN USE
4
23.3'
16.1' GREASE TRAP
5
23.4'
20.0' IN 17.9' OUT
6
23.1'
17.3'
7
23.6'
16.2'
8
23.3'
15.8'
9
23.2'
14.8'
10
23.4'
13.9'
11
23.7'
12.7'
12
24.3'
19.8' GREASE TRAP
13
24.4'
19.9' GREASE TRAP
14
23.5'
19.5' GREASE TRAP
15
23.5'
19.6' GREASE TRAP
16
23.5'
19.6' GREASE TRAP
17
23.3'
11.3'
18
23.4'
10.2'
19
23.1'
9.0'
20
1 22.1'
8.1'
21
22.9'
7.7'
22
23.3'
13.0'
23
23.4'
14.1'
24
21.8'
15.7'
25
24.2'
17.4'
26
24.0'
17.6'
27
24.2'
17.9'
28
24.2'
UTILITY
29
24.2'
UTILI TY
30
1 24.0'
1 UTILITY
EXISTING STORM DRAIN INFORMATION
SO #
TOP ELEV.
INV ELEV.
PIPE SIZE
SD TYPE
1
24.4'
20.1'
15" CMP
MH
2
23.1'
19.5'
18" CMP
GRATE
3
23.0'
18.5'
18" CMP
MH
4
22.0'
19.1,
18" CMP
GRATE
5
22.2'
19.9,
15" CMP
GRATE
6
21.9'
18.3'
24" CMP
GRATE
7
21.9'
17.3'
30" CMP
GRATE
8
22.1'
17.5'
30" CMP
GRATE
9
21.9'
17.6'
30" CMP
GRATE
10
22.2'
17.5'
30" CMP
GRATE
11
23.3'
16.9'
36" CMP
MH
12
20.5'
17.8'
32" CMP
GRATE
13
23.7'
17.0'
36" CMP
MH
14
24.4'
17.1'
36" CMP
MH
15
1 20.2'
16.3'
36" CMP
GRATE
16
20.2'
16.9'
36" CMP
GRATE
17
23.9'
18.5'
18" CMP
MH
18
22.5'
17.6'
24" CMP
MH
19
20.5'
16.9'
36" CMP
GRATE
20
20.4'
16.9'
36" CMP
GRATE
21
21.6'
16.9'
36" CMP
GRATE
22
20.6'
17.8'
N/A
GRATE
23
21.4'
17.0'
36" CMP
GRATE
24
21.5'
16.9'
30" CMP
GRATE
25
22.4'
17.1'
30" CMP
GRATE
26
23.4'
17.1'
30" CMP
MH
27
21.2'
17.2'
24" CMP
GRATE
28
21.2'
17.3'
24" CMP
GRATE
29
22.9'
19.5'
15" CMP
GRATE
30
22.3'
18.0'
24" CMP
GRATE
31
23.6'
18.4'
24" CMP
GRATE
32
22.8'
18.9'
24" CMP
GRATE
33
20.9'
+ -19.5
24" CMP
INLET
34
N/A
19.5'
18" CMP
CULVERT
35
N/A
19.5'
18" CMP
CULVERT
36
N/A
17.8'
48" CPP
CULVERT
37
N/A
17.7'
1 48" CPP
CULVERT
38
N A
18.5'
36" CMP
CULVERT
39
N A
18.5'
36" CMP
CULVERT
40
N/A
17.7'
48" CPP
CULVERT
41
N/A
17.7'
48" CPP
CULVERT
FILL SECTION OF PERIMETER
DITCH AFTER ALL GRADING I'
COMPLETE. TO ALLOW FOR
EXISTING SYSTEM TO REMAIN
66 OPERATIONAL.
sN I
moo. 3 c�A o �rq 2.36
V�.SO�APPROX LOCATION \
1� OF 36' CMP
INLET SEDIMENT PROTECTION
SD 23 -80 22
36" C P R MARK47 (SILT SAVER R 100A DOT/H
\
U)
OR APPROVED EQUAL) a;
2 56 L
TBM IRK NAIL Q r V
1N ASPHALT)
El= S' 225/ Z 5w
SS H 9 231 SPOT ELEV. (TYP.)
f.f: 24.3Y �N 2234
55 GV O,42 Of
. „J •
22
L
MH 18 PONDWV 11],VV\
22 1 WATER LEVEL
ON 7/7/11 1.3 (u
ELEV=18.27 ��
+.66 O F_ •
ED 18 PS Z) a- 0 •
'0 Z T.
3.42 .�
M U
2,. w M
22.26cu
SO 0 % , z =!
42" RCP -RIP RAP INLE-f
V
36. MH 20 INV=16.64 PROTECTION x W '
P MP 0
21_78 w
6E 2 O
21 36 RCP , U
23.36 O Q
MH 21 e Z
2's 0? • •
CURB INLET J
SD 19 MATE=21.64 's `24' RCP ^
j INV=16.64 22 73 K �� �� CURB UNE LL C O n) L
21.1/ a u 23. CURB INLET `0" PGP J ^`
GRATE=23. \ J CD
INV=1 O
x 2. MEp�PN LL W ,V
SDMH CURB INLET 427 H
TOP=22.72 GRATE=24.16 CURB INLET Z
INV=t6.87 INV=16.67 GRATE=23.71 N8 O Sz
�X 30" U W
CMP�� 4.68 INV=14.26 m
N h
\ IE=16.84
.ap.. IE=1 CURB INLET p RGP
RCP1� GRATE=22.44 A8 O
�� !NV=19.44
BINUE
E __'_AT
=22. CURB INLET oN
/ GPA'E=22.52 GRATE=23.39
�GP IM1'2 17.12 INV=14.29 Ix Q
CURB INLET 56 NI,.ET C -
GRATE=22.65 ATE=23.32 W G -
IN V =16.25 INV=19.57
T / pe$ U)
I IJ
Z
CURB INLET
WC -
GRATE INLET GRATE=22.60
NVA 5.86 3 INY=15.00
W W Z -
VV'r�\V w
0 Rrnc/J= a°CURB INLET ans22.7PP'Iv=
CONSTRUCTION SCHEDULING- 80 0 80
1) INSTALL SEDIMENT BASIN, POND OUTLET STRUCTURE & 40 FT 5) AFTER ALL GRADING AND INSTALLATION OF NEW STORM PIPE
CONCRETE WEIR, CONSTRUCTION OUTLETS, AND PRIMARY IS COMPLETE. FILL PORTION OF EXISTING PERIMETER DITCH SCALE IN FEE.
SEDIMENTATION CONTROL PRACTICES AS THE FIRST ADJACENT TO HWY 70.
STRUCTURAL MEASURES. (SEE NOTE THIS SHEET)
PROJECT INFORMATION
2) AFTER ALL PRINCIPAL EROSION AND SEDIMENTATION CONTROL
MEASURES ARE IN PLACE, PERFORM LAND CLEARING AND 6) INSTALL FINAL GROUND STABILIZATION AND VEGETATION ON JOB NO: 11016
ALL DISTURBED AREAS.
ROUGH GRADING. CLEAR AREAS ONLY AS NEEDED. (IE: DRAWN BY: CS
INSTALL NEW WET DETENTION POND AND APPROPRIATE STORM 7) AFTER FINAL VEGETATION TAKES HOLD, PLUG EXISTING STORM
PIPES.) PIPES AND ROUTE STORM WATER TO NEW STORM SYSTEM. CHECKED BY: CS
3) COMPLETE FINAL GRADING AND SURFACE STABILIZATION IN AN NOTES: DRAWING FILE: 11016E.DWG
EXPEDIENT MANNER AND WITHIN THE CONSTRUCTION 1) THE EXISTING STORM SYSTEM AND POND SHALL REMAIN IN DRAWING SCALE: 1" = 80'
SCHEDULE MINIMIZE THE TIME OF EXPOS ND CT
NOTE:
1) ALL PERIMETER DIKES, SWALES, DITCHES, HIGH
QUALITY WATER ZONES, AND SLOPES STEEPER
THEN 3:1 SHALL HAVE GROUND COVER WITHIN
7 DAYS. ALL OTHER AREAS WITH SLOPES
FLATTER THEN 3:1 WILL BE 14 DAYS.
2) ALL SLOPES 3:1 OR GREATER SHALL HAVE
LANDLOK CS2 MATTING OR APPROVED EQUAL.
URE, A SELE USE AND OPERATIONAL UNTIL NEW CONSTRUCTION IS
TEMPORARY GROUND COVER ACCORDING TO THE LOCATION COMPLETE. ORIGINAL RELEASE DATE:
AND SEASON. TEMPORARY SURFACES SHOULD BE STABIUZED
AS SOON AS ACTIVE GRADING IS SUSPENDED, AND GRADED --
SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR
DAYS, REGARDLESS OF THE TIME OF YEAR. (FINAL GRADING Sheet.
OF POND AND INSTALLATION OF NEW STORM SYSTEM)
4) CONSTRUCT NEW RETNTION POND AND SWALES, INSTALL EC1,1
EROSION CONTROL MATS PRIOR TO NEW RCP CONNECTIONS TO
EXISTING STORM WATER SYSTEM.

MALL BAS
BASIN C
REA=12.93 AC
CN=9
\� Or
1' ofIPF \
at-
BASIN B
AREA=1.29 AC
CN=95
N OUTFALL C+D
I SO
Ge
SO
OU TFALL D
MH
5y
\\
S. MH 9
YA !P 3
t1 SD 4 � 'K 4
55
MH 5
9
mp Inlet Ir21.9'
ccp oath[ ie�147
cW WO iem19.0
al
37
BASIN D
AREA=23.42 A
CN=95
SD 14
SO
J�
SD 15
on
1
IPF 1 1/4"
OPEN TOP PIPE
NC SPC
SO
OU TFA
OFFSITE DRAINAGE
APPROX. AREA=125 AC
OUTFACE
L
APPROX LOCA RON
OF 36" CMP
�w
2z
36" C
23
`PN
55'
A+B+C+D
•ID� �� � zLA1 ��
1 '
1�23.42
1 1
22.26
SO 0 N
N
42" RCP
MH 20 INV=16.64
36•
Mp
21 36" RCP
MH 21 9
CURB INLET
GRATE-21.64
I
/
22?3
a
� x
n� x23, x232
If SOMH
TOP=22.72
NV=16.87
30' CMP�`
I� ?664
IE=1 CURB
RCP---� GRATI
INV=1
CURB INLET
GRATE=22.52
oCP INV=17.12
CURB INLET
#MINLcl
GRATE=22.65
ATE=23-
INV=16.25
INV=19.57
m
IyCP
v
�S
CURB INLET
GRATE INLET
GRATE=22.60
GRATE=23.3
INY=15.00
INV=15.86
A
p:
I
FtG
4`.
/
V1
5.41
66
':.50
x 2"
x 23 35
x 2309 '
24' RCP
R K
RCF
CURB INLET
�B
GRATE=23.
INV-16
CURB INLET
GRATE=24.16
42I
INV=16.61
CURB INLET
GRATE=23.71
.66
INV-14.26
s
RGP
A$
CURB INLET
GRATE=23.39
INV=14.29
nm�em��
vj
z Z �o
W
U O
x 0� li •
U G `V Its, c:
z - N C
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a .
Z
C)O
z
a
w
C) w j C
C)0 Q U
J � �
J OC
G
W ^ "c
"J Lr'
w
W
Z �
Z
J
m Ca
-^l C
V
Q
t�yy �z
K� FZ
uj
� U
W o O
U) d
80 0 80
SCALE IN FEET
PROJECT INFORMATION
JOB NO: 11016
DRAWN BY: CS
CHECKED BY: CS
DRAWING FILE: 11016E.DWG
DRAWING SCALE: 1" = 80'
ORIGINAL RELEASE DAM
Sheet:
EC2mO
Y 1 i •• i 1 i..l. ti.