SW8001125_APPROVED PLANS_20010216

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

SITE
NC —V1
VICINITY MAP
N. T. S. .
OMMERCIAL SITE
VAY 70
CITY, N.C.
STROUD ENGINEERING, P.A.
151- A N.C. HWY. 24
MOREHEAD CITY, N.C. 28557
[phone]
INDEX TO DRAWINGS:
SHEET 1 SITE PLAN
SHEET 2 STAKING PLAN
SHEET '3 GRADING, DRAINAGE, STORMWATER MNGMT., EROSION AND
SEDIMENTATION CONTROL PLAN
SHEET 4 SEWER PROFILE AND UTILITY DETAILS
SHEET 5 POND DETAILS
SHEET f DRAINAGE AND EROSION CONTROL DETAILS
APPROVED
"0"'" CAROL!NA Eh'Ul,�"It,;r-->dTqL
MANAGE,',',:IIT CC".
DIVISION OF WA%ji G'JA,ll'l
cafell FAS2 —ql-
Stormrrater Permit No. 5109LYJ 05
SEAL r `
11334
_
•
i

i%
PPpi�I
ol''f
Z
a
N/F
EAST COAST INTERI
E} SPf /
EX. ry /
,
yi
y/ /
f
i
of X . 11V
Ex. MR 2
\ `SPP d.. `
�` • Qy f _TURN
\ FAR -
R4
I \
I �
PROJECT s= PM I053-2
DESIGN FILE +:1053\ 1053-2\ pierl.dgn ��_ SCALD. I" = 30'
N/F
- -' NORMAN R. AVERY. JR
et ux. etal
DB 526 PG 419
M8 15 PG 49
TPN 635608778676
t?)
q7
Q N/F
Q JAMES T. BIRCHER
DB 785 PG 191
C MS 15 PG 49
TPN 635608778676
1 `
... GB 711 PG 493
MB 15 PG 49
TPN 635608778546
/
/
r
/
=F B f4�ly `99_ 96
/
/
/ r
r !
/ r
r /
/ r
r /
r � I
1 Q !
/ \ /
v � /
/ > 4Q /
A< Q �, ,
J� 1
!
/ry 0 r
Al i
DRIVEWAY ACCESS STUB OUT
/'}
LEGEND
ry
AC
ACRES -
6" PVC SEWER SERVICE i
C0
CLEAN OUT
160.0 LF @ 1.0 % WITH ��
OB
DEED BOOK '
CLEAN OUTS EVERY 50 FT. !
DIP
DUCTILE IRON PIS
!
EL.
ELEVATION
EOP
EDGE OF PAVEMENT
MH
2EL
Ex.
EXISTING
EXP.
EXPANSION
RIM . 19.5 ��
INV
INVERT
_
p /
0104
Eiy \'•,
LF
=
LINEAR FEET
Ms
MAP BOOK
MBL
MINIMUM BUILDIN4 LINE
4 !
MH
MANHOLE
N/F
NOW OR FORMERLY
OHE
PBO
OVERHEAD ELECTRE
PERMANENT BLOW
�►+ GA3(��`'+t►
f
PP
POWER POLE _
-�.� ia
99 .�
PVC
POLYVINYL CHLORCE
���'
.� r
EX. CJLVERT 68 \ '�
RCP
REINFORCED CONcLTE PIPE
SE AL
R/W
RIGHT OF WAY
',r •�q
gg ;'';
PP
SF
SQUARE FEET
;,
i !!
SPP
SIGNAL POWER P3.ti..�r#L�r�V`:�
�'•......•�`
TEL
TELEPHONE PEDESI_L
J' •
�'+ ��.••`
TYP_
TYPICAL
tLLll M
WV
WATER VALVE
I'►sasW++{"'"
18,
EX. ELEVATION C$TOUR
12"
PQG3G?OG��
18"
12"
L! A ll iJ
A C C IESq " LIE
COLORS
LETTERING d BORDER - GREEN
BACKGROUND - WHITE
1 N
r
AKONkuN
PEHA TV
� 250
�,GS 20-37.6
(R7-8) (R7-8D)
APPROVED FOR USE UNDER APPROVED FOR USE UNDER
GENERAL STATUTE 20.37.6 GENERAL STATUTE 20.37.6
COLORS COLORS
LETTERING d BORDER - GREEN LETTERING & BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE
BACKGROUND - WHITE
HANDICAP PARKING SIGN DETAILS
N. T. S.
SITE DATA:
PROPERTY ZONED CH (COMMERCIAL HIGHWAY)
TOTAL TRACT AREA = 80947 SF = 1.858 AC +/-
TOTAL PARKING SPACES REQ'D = 78
TOTAL PARKING SPACES PROV'D = 78
TOTAL ACCESSIBLE SPACES = 4
NOTES:
1. TAP ONTO 12" WATER LINE TO BE PERFORMED BY TOWN OF
MOREHEAD CITY_ CONTACT WATER AND SEWER DEPARTMENT
AT 252-726-0792.
2. WATER AND SEWER SERVICE INSTALLATION SHALL BE PERFORMED
IN ACCORDANCE WITH STATE AND TOWN OF MOREHEAD STANDARDS.
3. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
CURVE DATA
CHORD s N 70.25"42"E
70.
RADIUS = 75,0000' 1
LENGTH = 73.68'
RECEIVED
JAN 2 4 2001
DWQ
PROD # 5WC:r)(t ZS
REVISIONS*
9 rl
gi
No.
BY
I DATE
DESCRiP7-nV
1
KPG
1214100
UTlLlF1ES.CULVERT 2
2
KPG
21201
TOWN REV.COMMEMTS
3
KPG
114101
A00 HC SPACES
SITE PLAN
PIER 1 IMPORTS COMMERCIAL
SITE
MOREHEAD TOWNSHIP, CARTERET COUNTY.
NORTH CAROLINA
CLIENT: MORTON COMMERCIAL. INC.
DESIGNED:
c/o MIKE MORTON
JWF/KPG
ADDRESS: P.O. DRAWER 12346
DRAWN-.
NEW BERN. N.C. 28561
GYT/KPG
CHECKED:
PHONE- [phone]
JWF
APPROVED:
A STROUD ENGINEERING, P.A.
JWF
DATE
•151A HIGHWAY 24
T52)
MOREHEAD CITY. C. 28557
1 1 /21 /00
247-7479 -,/ !'
SCALE:
JAbiES W.FORMAAT, P.E. i
SHEET t OF 6
I -3
a"

9
STORM DRAINAGE DATA CHART
STORM DRAINAGE PIPING
FROM
TO
DESCRIPTION
DI
1
DI 2
55.5 LF
15"
HOPE a 0.3 %
DI
2
DI 3
60.0 LF
15"
HDPE 2 0.3 %
DI
3
DI 4
60.0 LF
15"
HOPE Ls 0.3 %
DI
4
CB 1
234.5 LF
15"
HDPE Ll 0.3 '%
DI
5
POND
30.0 LF
24"
HDPE C+ 0.3 %
ELEVATIONS
GRATE
INV. IN
INV. OUT
DI
1
19.69
N/A
17.33
DI
2
19.54
17.16
17.16
DI
3
19.54
16.98
16.98
DI
4
19.54
16.80
16.80
DI
5
18.51
16.10
16.10
POND
N/A
16.01
N/A
/
INV= 12.2
/ / 1r
rr_ _
rr
/ v
rl
\ Ir
V j Raw �cI / Ir
it
so
r4sp8 Ir ( S`
\ 44 ,, ,-* R r r
� r!
RIP RAP OUTLET PROTECTION
\ CLASS B STONE - !I
APRON LENGTH = 6.0 FT. POND 4RMANENT FOOL EL. = 16.0 f°r'
\ APRON WIDTH = 6.OFT, , _ /
\� I CKNESS = 1 . 5 FT. '_ ` µ POND OVERFLOW (L- = 17.16
r lr
\ 00 mamas Q f
•� mamma
Sri r;
/ o to 4b
N;; STORM DRAINAGE PIPING JUNCTION BOX NO. 2
AND DRAINAGE INLET
INV.= t3.0 GRATE EL. = 17.5
STONE CONSTRUCTION r3 \ �. PIPE INV. EL.= 13.0
ENTRANCE, SEE. DETAIL , TC = \ EX. CHAIN
(e.es \ •� LINK FENCE EX. 24 PIPE TO BE TIED INTO JUNCTION BOX
REMOVE EX 12 C
f3. *• ��.¢ ��_ 4* (SEE DETAIL, SHEET 6)
RCP S_ \
t8:51 ;Q.a STORMWATER APPROX. 36 LF OF 42" HDPE PIPE
DETENTION POND \ ■
a
r9, [ SEE 1iTA I L S SHEIrT
SILT FENCING _ \ ■
_
APPROX. 120 LF / _A�' '~ �� !�f �� 1 ■ EX. WOODED AREA
s
s 4'3 f3.� �?� tr.s , y �r j � (MED. TREES)
g20-25
w
/ /� / i 2 / ?o• p _ -� ! STORM DRAINAGE PIPING JUNCTION
ry / / WPETE \ ■ BOX NO. 1 AND POND OVERFLOW DEVICE
0ii�E1;�, tct(`� i�c� GRATE EL. = 17. 16
b19.12 EL . = 13.0PIPE INV.
SEEDING SCHEDULE
! ( SEE DETAIL . SHEET 5 )
SEED BED PPEPARATi-3k + / / _ 2J.' \_
L IME ----- 2 T^P+[S/AC. / 4 . • / / ll? ■
10-10--20 1.0C3 LES./AC A „ \ ■
^-20_0 50D LQS. /AC (AFTER SEEDING) (� / // 1 C 4 CURB
ASP"ALT TACK{ -200 GAL. /T&N GF WLCH / 44 Qi'r / 20.43 � AND' GLITTER � ; L I M I T OF L AND D I S 16 BANCE
[�• �Q / / EDGE OF EX. GftAYEk i ■
EEDIN"��jir PE 3oa �',�" / // _�`�p 1C 20.0 1� ; : APPROX. AREA = 2. 16 AC
TALL FESCUE --- 50 ►NSCXLBS./AC / � 4/1q• f E zCi•5 a\� � ! i
PEAA BANIAG�PASS 10 L8S-/AC
KOREAN OR $, SEE LE&KDEZA (SCARIFIED) �0 LBS. /AC / / / �; PIER 1 IMPORTS
TALL FESC aE T 31) _ SO L85./AC / . INV. . ; - t
EE BUILDING TC 20.
KOREAN OR KOBE LESPEDEZA(SCARIF IED )- 50 LBS-/AC / � 17 • 4 �' o � � f (9460 SF) �� TC 20. � ff�
LPOINT,DP MILLET ------ 25 LBS./AC / � �
(SEPT----- EMBER 1 - JANUARY 31) / FFE= 21 -p
TALL FESCUE -- 60 LBS./AC CULVERT 3 � � rr
KOREAN OR KOBE LESPEDEZA (UNSCARIF IED)-- 60 LBS. /AC 72 LF 15" RCP; ��� , w fin• `1 �/ �/ 1 r
RYE I GRAIN)-----------------____-- 25 LBS. /AC @ 0. 3 X
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA Ex[sr[NG 1
MIXTURE T fr t GRAVEL AREA ; RETAIL �� f APPROX. 130 LF OF 42" HDPE PIPE
LANDSCAPING STONE CONS R�CTIO �
(JANUARY 1 - MARCH 31) ENTRANCE. SEE DETAIL-* ,,' ' �,r;, 4� \ , BU I 4D I NCi ,` I / TO REPLACE EXISTING DITCH,
COMMON BERMUDAGRASS (UNHULLED)----20 LBS. /AC q� J i ` - i h
(APRIL 1 - JULY 31) II yr /- { 6op0 SF)I' a %� ALIGNMENT APPROXIMATES EX. DITCH
COMMON BERMUDAGRASS (HULLED)----12 LBS. /AC I � � \ \ `` \ \ \ O ; ` FFt- 2 � . O , �l PIPE INV. EL. = 13.0
REMOVE EX. /15 RCP ,-
HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
EDGE\ \\ \ �' / / O/. •
/INV.= 17.2y %. J 1 �EX. GRAVEL-- `\\ 11//I/ i
- \ \ I •
SILT FENCING 4\ ��19.9`�\ r o / •
APPROX. 110 LF 19. 84 e� \ \2Q. \ \ \ If m • "
�,._ / 1 'fig. 1` \ Q� \ \20. 7 2O'2 \ ,/ •
1
fINV.= 17.0 � /. VRg. :19.
, ��-19.9-� � I. �� • 1� /�I�// •
\ / 1 TEL
g. 20.39
\� rxkp` 1 II f� D1 2t o�7 j N .
CULVERT 2 C�
76 LF 15" RCP o ` \ `2a �� � ---f ` 1 a 1 C / o rw
La 0. 3 X �. 10, ' 0� DROP INLET ,`�
a.?, �_ PROTECTION. 1 �� r' I ' TREATED TIMBER
20.3 No ` e \\` 4b,� f • ,l RETAINING WALL
i.. ELEC PVC ; \ \ g� ��' i ! V i TOP EL. = 20.5
TIE INTOEX. EOP
. - - _ 1,-.�� �� _ �\ v �� � 20.03 • •�'
\ \
INV. 16.7 ���� \� 24'�/� j 'ri•
SILT FENCING 2Q_.42 b�" Nol
..y
APPROX. 169 LF�� �j� �• SILT FENCING
-120. 3 # �� I • APPROX. 140 LF ALONG TOE OF
20.1 ,FILL ADJACENT TO EX. DITCH
REMOVE EX. 18" RCP AND
REGRADE DITCH SECTION 4b .`
(SEE NOTE 1) `•
V
INV.= 16.4
VQ� 1c,
,7
\ p
\
\Rid
\
\
\
\
\
PROJECT •= PM 1053-2
DESIGN FILE 1053\ 1053-2\ pierl.dgn
1 15 1 30 .i
SCALE: 1" lnmrr
CULVERT 1
80 LF 18" RCP
@ 0.3 %
INV. = 16.2
o r
4✓ PIP RAP OUTLET PROTECTION
CLASS B STONE
ARRON`,• APRON WIDTHH = 4.OFT.
THICKNESS = 1.O FT.
- DfTcy1NV. 43.1�\
`-aEX. 36" RCP
LEGEND
AC ACRES
BC BACK OF CURB
CB CATCH BASIN
DI DROP INLET
EL. ELEVATION
EOP EDGE OF PAVEMENT
EX. EXISTING
FFE FINISHED FLOOR ELEVATION
HDPE HIGH DENSITY POLYETirLENE
INV INVERT
LF LINEAR FEET
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
R/W RIGHTOF WAY
SF SQUARE FEET
TC TOP OF CURB
TSW TOP OF SIDEWALK
0 18.0 EX. SPOT ELEVATION
- - 18' .. - EX. ELEVATION CONTOJR
18.0 FINISHED SPOT ELEVATION
18.0 - FINISHED ELEVATION :ONTOUR
Z
0
2
7� I ,,
CONSTRUCTION SEQUENCE
1. REMOVE AND/DR RELOCATE EXISTING OBSTRUCTIONS.
2. INSTALL STONE CONSTRUCTION ENTRANCE[S).
3. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
4. CLEAR AND GRUB ENTIRE TRACT AREA FOR CONSTRUCTION.
S. PLACE TEMPORARY PLUG IN EXISTING 24" PIPE DRAINAGE OUTLET.
INSTALL TEMPORARY BERM AND DEWATER EXISTING DITCH AS
REQUIRED FOR INSTALLATION OF STORM DRAINAGE PIPING AND
JUNCTION BOXES. BACKFILL EXISTING DITCH AND PIPE TRENCH TO
FINISHED GRADE.
6. EXCAVATE. ROUGH GRADE, AND SEED STORMWATER DETENTION BASIN.
7. ROUGH GRADE DRIVE AND PARKING AREA AND BEGIN PREPARATION OF
BUILDING SITE.
8. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED
WITHIN 14 DAYS OF LAND DISTURBANCE.
9. INSTALL DROP INLETS AND STORM DRAINAGE PIPING WITHIN PARKING
AND DRIVE AREA WITH SEDIMENTATION CONTROL MEASURES AS SHOWN
ON DETAIL.
10. INSTALL UTILITY SERVICES.
11. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
12. INSTALL CURB AND GUTTER ALONG REAR LOADING AREA.
13. CONSTRUCT BUILDING(S).
14. PAVE DRIVE AND PARKING AREA.
15. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
16. REMOVE ACCUMULATED SEDINE NT FROM STORMWATER DETENTION
BASIN AND PERFORM FINAL GRADING OF BASIN.
17. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED.
GENERAL NOTES:
1. NO WETLANDS EXIST ON SITE.
2. SEE SHEET 6 FOR DRAINAGE AND EROSION CONTROL DETAILS.
CONSTRUCTION NOTES:
1. ROADWAY DITCH SECTIONS ARE TO BE REGRADED AS SHOWN AND LINED WITH
EXCELSIOR FIBER EROSION CONTROL BLANKETS.
2. HDPE SHALL BE CORRUGATED AND SHALL MEET AASHTO M294 SPECIFICATIONS.
3. EXISTING OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR. RELOCATION
OF TELEPHONE PEDESTAL SHALL BE BY SPRINT. POWER POLE SHALL BE
RELOCATED BY CP & L.
4. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL OBTAIN A COPY
OF THE PERMIT ISSUED BY THE N.C. DIVISION OF LAND RESOURCES -LAND
QUALITY SECTION ALONG WITH MITTEN NARRATIVE FROM THE OWNER OR
ENGINEER AND BE THOROUGHLY FAMILIAR WITH THE REQUIREMENTS.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER
RAIN EVENTS AND REMOVE ACCUMULATED SEDIMENT. REGRADE AND RESEED
ERODED AREAS. AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING
ROADS ASSOCIATED WITH THE PROJECT. ALL ENGINEERING FEES INCURRED
OR LEGAL FEES LEVIED AGAINST OWNER FOR FAILURE TO COMPLY WITH
APPROVED EROSION CONTROL PLAN SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
REVISIONS:
ft
BY
DATE
DESCRIPT0N
I
KPG
12/41
CULVERT 2
2
KPG
(2/20/LX
TOWN REV.0 VAIENTS
3
KPG
1/23/01
WE71ANDS NOTE
GRADING, DRAINAGE. STORMWATER MNGMT., EROSION AND
SEDIMENTATION CONTROL PLAN
PIER 1 IMPORTS COMMERCIAL SITE
MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MORTON COMMERCIAL. INC.
DESIGNED:
c/o MIKE MORTON
JWF/KPG
r~r
ADDRESS: P-0. DRAWER 12346
DRAWN: KPG
NEW BERN, N.C. 28561
CHECKED
PHONE: (252 ) 633-3068
JKF
APPROVED:
_
STROUD ENGINEERING, P.A.
JWF
DATE:
' =' '• {`'" ° =`�_9 :� =
'*.,�
151A HIGHWAY 24
R •• _;;:.i.:, •'` ti���`
MOREHEAD CITYIN.C.20557
1 1 /21 /00
`04. ' ''=�``
�
_-_(252) 247-74,711f -
SCALE
u ,
JAMES W. FORMAN, P.E.
SHEET 3 OF 6

STORMWATER DETENTION POND
SCALE: I" = 20'
TOTAL BASIN
CD
I .-t�T1�i.
S1C4 A3"E
RAC
CHJ'D
LEVS H
Z, S7
CHDRL
C I R E C T I ON
Sr9" 45' 43 ""w
L E N G TH
20.80
R A C I JS
9. CIO
CHORD
LENGTH
16.47
CHORD
DIPECTION
N00.16128"E
A
1" PVC ORIFICI
WET DETENTION POND DESIGN DATA
DRAINAGE AREA = 1.b69 AC
IMPERVIOUS AREA PROPOSED = 1.397 AC
IMPERVIOUS AREA RESERVE = 1.419 AC
IMPERVIOUS AREA DESIGN = 0. 022AC
POND DESIGN SUMMARY
'I PE
PERMANENT POOL ELEVATION = 16.0
PERMANENT POOL SURFACE AREA = 48!7 SF
STORAGE POOL ELEVATION = 17.16
OVERFLOW DEVICE STORAGE POOL SURFACE AREA = 6041 SF
(SEE DETAIL)
STORAGE VOLUME = 6338 CF
FOREBAY DEPTH = 3 FT
FOREBAY VOLUME = 2598 CF
MAIN BASIN DEPTH = 5 FT
MAIN BASIN VOLUME = 7470 CF
42" HPDE PIPE
TOTAL BASIN VOLUME = 10068 CF @ EFRM. POOL
(ACTUAL CONSTRUCTION)
FOREBAY
A PE pmt,,NE N T Pr1CA
I L.
L LNrJ rH
PAD I i
CHORD 01i,FCTIr.'N
;rI ! i'`��"E
LENf,TH
'
F GG I r.1`,
CHORD LENr,TH
1 i-
CH',RL cIpECfI0r4
S1 era
a 1
LENGTH
Ey AD I US
CHORD LENGTH
1
CHORD DIRECTION
C-bl'4;'43"w
J LENCTH
2,,.
RADIUS, -/
�•t'�
CHURD LENGTH
1r.4'
CHORD DIRECTION
N• : : ` "'
29 "E
A
TRASH GRATE
REMOVABLE ALUMINUM CIRCULAR GRATING
2 PIECES W/ RADIUS = 2.75 FT.
McNICHOLS GAL-150 OR EQUIV.)
1 " HEIGHT W/ 1'-2" X 3/16" BRG. BAR
STANDARD MESH 4 " X 1 3,16"
HDPE INLET PIPE
i
6"- 0" 0. D.
.- 5 ' - 0 " I.D.
OVERFLOW EL. = 17.16
Lj ------T ------ _ _ TOP_ OF PIPE EL. = 1b.75
PERMANENT POOL EL. = 16.00 ,v
6" SUBMERGENCE
1" PVC ORIFICE W/
SCREENED INTAKE
AND OUTLET
INVERT EL. = 16.0
7
PROJECT •: PM 1053-2
DESIGN FILE 0:1053\ 1053-2\ pierl.dgn
PRECAST CONCRETE
CIRCULAR MANHOLE
ASTM C 478
AASHTO M 199
PIPE INVERT EL. = 13.00
H-- EL. = 12.50
BOTTOM EL. = 11.83
SECTION A -A EXTENDED CONCRETE BASE
OVERFLOW DEVICE
SCALE: 1" = 2'
NOTE:
STOPMWATER POND OVERFLOW DEViE IS ALSO
STORM DRAINAGE PIPING JUNrTI- BOX NO. I.
i
i
NOTE:
FOREBAY AND SEDIMENT PLANT NATIVE CATTAILS AND OTHER
TRAP TO BE CLEANED OUT AQUATIC VEGETATION AROUND PERIMETER
TO PERMANENT GRADE AT ON SHELF AND AT THIS BERM LOCATION.
COMPLETION OF CONSTRUCTION.
6:1 PERIMETER 2'
EL. 19.0 3. SHELF.TYP. 6:1 6:1
1 STORAGE POOL EL.= 17.16 6:
q� --------------------------
EL. 13.0 3.7 EL. 11.0 ' I
VARIES1317.51 17.5'13I 131 13.5' 1 1 13.5' 13'IVARIE
5.91
;E 1'3E J. '' E
-j
JF
.r
rly
A'6 9• f7
5 c (37 v
j
POND X-SECTION
N. T. S.
MAIN BASIN
@ PERMANENT POOL EL.
EL. 18.0
LENGTH O
15.95
,� \-`J
RADIUS
10.00
CHORD LENGTH
14.311
CHORD DIRECTION
N20014'17"W
S61. 5
36',°9
LENGTH
16.22
�
3,3
RADIUS `
10. 00
2� f
CHORD LENGTH
14.50
CHORD DIRECTION
N71055'12"E
O
LENGTH O
13.68
RADIUS
9.00
O
CHORD LENGTH
12.40
CHORD DIRECTION
S18004'48"E
6 3
�•
LENGTH O
1 3. 92
6
NsJ ; c, o
s. 0 r
RADIUS
9.00
35
CHORD LENGTH
12.57
w '`;v
CHORD DIRECTION
S69045'43"W
C4 �
LEGEND
AC
ACRES
CF
CUBIC FEET
EL.
ELEVATION
HDPE
HIGH DENSITY POLYETHYLENE
I.D.
INSIDE DIAMETER
MAX.
MAXIMUM
O.D.
OUTSIDE DIAMETER
PVC
POLYVINYL CHLORIDE
SF
SQUARE FEET
.ARSE!
.•'2p4 j s ,
SSE At
f1�113�
REVISIONS-.
I r