SW8960711_APPROVED PLANS_19960910

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q\p p1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�o�gla Oq 10
YYYYMMDD

VICINITY MAP (NTS)
CL INT. FRONT ST. -
& CARROT ISLAND LANE
STA. 0+00.00
EX. EL.= 8.95
SHEET *1 OF 3
PROJECT • PM826
DESIGN FILE * 826/826-2D
I
I
I
/
I
/
I
/
/
l
I
45.19'
___
- i
10' x 70':
1
SITE
12
/ TRIANGLE
M #1 TT&V �o
R M-I.00
S//.INV.OUT=2!95
e
N. INV. IN=3
o5
3 / SPACE #31,
'
o J 0.103 ACID
: / ;.
8* SADDLES
J
APROX.INV,-2.92'
//
EX SS MH
TOP = 6.42
INV = 4.49
IIw 11 EX.8" A.C.
WATERLINE
I
■
In' VTILITY
RENT
In
M
STORMWATER WET -DETENTION SILT FENCING
EX.2"GALV. (SEE ENLARGED POND VIEW) AS REOUIRED
f
WATERLINE I----------
ll 10 APPROXIMATE 1 1 1 1-
ELECTRICAL ) EX.DWELLING GRATE EL = 11.06
/ E)( .8" C.I. TRANSFORMER " I I SE INV.OUT = 8.06 10' PERIPHERAL
% BOUNDARY
SEWERLINE LOCATION I 1 1 2 SILT FENCE SETBACK (TYP)
f / @:0.387.
AROUND DI 1
S86° 12' 35 "E I PVI20.00,
EL
TOT)
B3
_ 15'MIN FRONT BUILDING
SETBACK (FROM ST.)
6"PVC WATER
----R/W
----- ---- ------------------------------
5 CONCRETE SIDEWALK
8"PVC SEWER
(ALIGNMENT
VARIES)
---_ -- _-CL
EP
R/W
�I
24"CONC
CURB &
GUTTER
10' PERIPHERAL B
BOUNDARY SETBACK
ENLARGED STREET VIEW
SCALE: 11'=20'
I ( r .
N01147.' 25 E 446.06
` I 10' UTILITY <R�6. / - --- ` 24 LF" 18"
�FRONTN EASEMENT SS,� D ,�'" �:� SH£L ` 1 RCP, 8.33% 1 N 1
J 3 /•./ i W/. 18" FES _ m
SETBACK S8"LRCP �.f g a �[MV.OUT-b.O
/ (FROM ST.) @ 0.3%,' `- fi
G !,00t4m EL.�.95 / 4 / 43 ,`.' ••. a"'` 10 o
W iNV.IN' = 4.42 5'MIN .N
F"INV. OkJT = 4.32 REAR / �12 `.,$� 1 RIP RAP
+ / 50' STO DPFx
qFJE SETBACK N., $ \ 1 .5' QEPTH',
F;f l CONSTRUCTION 12.90' - d50-D.5' .
ENTRANCE PVT EL ` SPi�E #2BE D°• ` 1 ASSE
SEEDING SCHEDULE
SEED BED PREPARATION
LIME----------------------------- 2 TONS/AC.
10-10-20--------------------------- 1.000 LBS./A(
0-20-0--------------------------- 500 LBS./AC tAFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE -- 50 LBS./AC
PENSACOLA BAHIAGRASS 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS.%AC
(MAY 1 -AUGUST 31)
TALL FESCUE--------------------- 50 LBS./AC
WEEPING LOVEGRASS -- 5 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS.,AC
BROWNTOP MILLET--------------- 25 LBS./AC
(SEPTEMBER 1 - JANUARY 31)
TALL FESCUE---------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN)--------------------- 25 LBS./AC
FOR SLOPES 2:7 OR STEEPER ADD 30 LBS./AC _SERICEA LESPEDEZA
AND 15 LBS. WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHUL LED)-----20LBS. LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED )-------- 12 LBS./AC
HYBRID BERMUDAGRASS SPRINGS MAY BE USED
CONSTRUCTION TIME
SEQUENCE OF OPERATIONS
1.)
INSTALLATION OF STONE CONSTRUCTION ENTRANCE
2.)
CLEAR & GRUB RIGHT OF WAY & CONSTRUCTION AREAS.
3.)
INSTALLATION OF SILT FENCING.
4.)
ROUGH GRADE CONSTRUCTION AREAS & SUBGRADE STREET.
5.)
INSTALL SUBSURFACE STORMWATER DRAINAGE FACILITIES
& UNDERGROUD UTILITIES.
6.)
INSTALL CONCRETE CURB & GUTTER.
7.)
PLACE STONE BASE COURSE.
8.)
SEED CONSTRUCTION AREAS OUTSIDE OF PROPOSED STREET.
9.)
PAVE STREETS.
10.)
CONSTRUCT BUILDINGS & SIDEWALKS & CONCRETE DRIVES.
11.)
FINAL GRADING, LANDSCAPING & SEEDING.
12.
CHECK / MAINTENANCE OF EROSION CONTROL &
STORMWATER MANAGEMENT FACILITIES.
APPROXIMATE
13 ELECTRICAL 14
N/F GATED EXIT -1 TRANSFORMER /
ROBERT M. LEWIS 20'GARAGE LOCATIONACCESS
EASEMENT 12INVERTED
ASPHALT DRIVE - (16' WIDE TOWN STREET)
LAUREL LAN - /
13 13
° 10"E
13.71 10''UTILiT'f � EASEMENT
S1oEVYpD ` t..-..-. �` ,... 14 1'S `. q
1 1 'OPEN
SPACE #i
l
D- \ 10' X 70
i4 w - TRIAN'LE
IF
Y ;• � WA�(ER 1 S�RpIt;E � - � �$'�C ONYP) 14 - --�. S�Fo��E � � / (� � �' /�,
W
i
• 40' .' = 8.75 '. 1.3 •-- ""15'M FR UILD[NG__$ETBA FROM ST.) ��� / v /
' ` - 4-(1 •- SH-. �'6'- -51 :78'- - - 5fi..3'6'- - y- -5r. tb-' - -5'Y. 78= - -51 .--}'6= - �2 i 9 /;/ / / i,
' 11 .75
f...`� 5 3.88 CTOTI
IS ~~ 22 • i ; Al
...- ° A 8 x b T T 8 V
6° 44 30 W "97 41'(/'��f'
�\ / 9 Ex OLT . / ex .'0 ' 0' 74
f('F
F '-- -Its
/ rl8" RCP
/
EXISTING / \' / `` ! ; DI # 'IN INV.IN=4r84-.
BOAT RAMP I r G E EL. b ",S.INV.OUT=A.74
& PIER I r l Ij N.IN� I
! / 9 ' l E. NV.00T 2 CBl*l
HOD EL=8.91
INV.OUT--6.41
RCP I 20 LF -
' , ' 0.---3% 12" RCP
1 '•j @ i DI #4 0.4%
/ r GR T EL.=8.7`.. 1 G�
N I..IN=3.82 I
IE.INV.OUT=3.7,
EX. 18" RCP a / 6
END NOT FOUND ` W E,� Qy, / 18 CP
EX. SDMH
RIM 6.61
N INV 18` RCP 2.28 /'
S INV 18' RCP 2.15
TOP OF 8" Cl SEWER 3.00
EX. SS MH
TOPS. 54
INV=2. 24
3 @ 2.47%
``1
EX.JB TOP 5.43
E INV 18" CMP 2.48
S INV 18" RCP 2.14
W INV 18" RCP 2.24
EX DI GRATE 5.47
E INV 12" RCP 3.25
W INV 18" CMP 3.25
5' 6 PVI EL CARROT ISLAND LAME (40' P IVATE R/W) 300 LF 8"PVC SEW R @ 1- o `
11. 56 .13% .75X
0
_fir ---------- --------- - ----4 M 3
rz% 00
PVI EL------------�--------------_.-_- _-_._----------_--- -.- -. J cE
PVI
-1 9
�-^�.-fi. -•"' 8 C?B:`. 06 4- - - - - - --- R8
F 40 532.18�
m 0,25% --- ----- - - - - - ---- ----- --- -- - - -- - ---1, /•
rr s~ FES "f3- - ,
30 LF S •' ° NV.OUT�.78 13
24"VG (108 LF 24"GONG. 14
SILT FENCE 1 3 MH #3 23'B-B CONG,.C&G
MH #2 18 RCP AROUND CB (TYP.) C$G (TYP) RIM=12.76 (SEE ENLARGED 10' PERIPHERAL MH #4
RIM=8.97 @. 0.25% 12' /
S.INV.OUT=3.63 S.INV.OUT=7.12 EX.CP&L STREET vlEw; BOUNDARY RIM=15. O1
N. INV.IN=7.22 EASEMENT REF: SETBACK (TYP) S. INV.OUT=10.61
N.INV. IN=3173 CB tt3 CARTERET CO. /
HOOD EL=11.05 REG. OF DEEDS
SILT FENCING, W INV.DUT-5.85 DB 392. PG 395 EX.8"PVC
AS REQUIRED S INV.IN--5.95 N/F
WATERLINE
GB 4*2 C.R. WHEATLY III l /
HOOD EL=8.91 11 OUTLET CONTROL BOX
N INV.OUT=6.22
E INV.IN=6.32
t� h01 d2,k42
hk 2C,(pl�
ENLARGED POND VIEW
SCALE: 1"=20'
STORMWATER DRAINAGE DATA
DRAINAGE BASIN AREA
= 114.786 SF
AREA DRAINING DIRECTLY TO POND
= 5,648 SF
REMAINING DRAINAGE AREA
= 109,138 SF
DESIGN IMPERVIOUS AREA W/IN DA
= 70.050 SF
NONIMPERVIOUS AREA W/IN DA
= 44,736 SF
DRAINAGE AREA PERCENT IMPERVIOUS
= 61.0%
PERM. DEPTH OF POND
= 7 FT
90% TSS REM. CHART MIN. SA/DA%
= 2.45%
REO'D. PERM. POOL SURFACE AREA
= 2.812 SF
PERM. POOL SURFACE AREA PROVIDED
= 2,817 SF
WEIGHTED RUNNOFF COEFFICIENT
= 0.69
REO'D. 1 INCH RAINFALL VOLUME
= 6.370 CF
STORAGE VOLUME PROVIDED
= 6,600 CF
STORAGE HEIGHT
= 1.90 FT
STORAGE SURFACE AREA
= 4,046 SF
10 YEAR STORMWATER DESIGN FLOW
= 13.2 CPS
MAXIMUM HEADWATER DEPTH =
3.0 FT
WET DETENTION DRAWDOWN TIME =
3.5 DAYS
OUTLET CONTROL ORIFICE DIAMETER
= 1 IN
SITE DATA:
TOTAL TRACT AREA = 126,615 SF
R/W W/IN TRACT = 7,310 SF
PROJECT AREA EXCLUDING R/W = 2.74 AC
SOUTHERN SECTION = 4,519 SF
NORTHERN SECTION = 114,786 SF
NO. OF NEW LOTS = 11
NO. OF PROPOSED UNITS = 11
PROJECT DENSITY = 4.02 UNITS/AC
SMALLEST LOT SIZE = 4,657 SF
LARGEST LOT SIZE = 9,387 SF
OPEN SPACE AREA #1 = 10,518 SF
OPEN SPACE AREA #2 = 10,112 SF
OPEN SPACE AREA #3 = 4,518 SF
TOTAL OPEN SPACE AREA = 25,148 SF
OPEN SPACE PERCENTAGE = 19.9 %
PROPOSED R/W AREA = 31,486 SF
GARAGE ACCESS EASEMENT AREA = 10,213 SF
LINEAR FT IN STREET = 845.59 LF
LINEAR FT IN ACCESS DRIVEWAY = 712.45 LF
PROPOSED IMPERVIOUS AREAS
LOTS 1-10 @ 3500 SF/LOT = 35.000 SF
LOT 11 = 4,500 SF
IMPERVIOUS AREA IN SIDEWALKS = 3,850 SF
IMPERVIOUS AREA IN STREETS = 26.700 SF
TOTAL IMPERVIOUS AREA = 70,050 SF
PERCENT IMPERVIOUS = 61 %
CL CURVE DATA
10 R=100. 00'
LL=41.40'
0 R=100.00'
L =2 4. 00'
3 R-30.00,
L=17.12;
®R=60. 00'
L=95.85'
LEGEND
R/W RIGHT OF WAY
W/L WATERLINE
F/H FIRE HYDRANT
EP EDGE OF PAVEMENT
CL CENTERLINE
B-B BACK TO BACK
G-G GUTTER TO GUTTER
INV INVERT
CONC CONCRETE
EX EXISTING
Cl CAST IRON
PVC POLY VINYL CHLORIDE
TT&V TAPPING TEE & VALVE
MIN MINIMUM
MH MANHOLE
SS SANITARY SEWER
C&G CURB & GUTTER
SF SQUARE FEET
AC ACRES
FES FLARED END SECTION
FE FINISHED ELEVATION
PVI POINT OF VERTICAL
INTERSECTION
& 45' BEND
/
GATED
EMERGENCY
i ACCESS
i'
CL INT. LENNOXVILLE RD.
/ & iARROT ISLAND LANE
S1A, 6+45.59
EX. EL - 15,50
EX., lPvC
W'ATERL INF
D E C E I V E
AUG 2 31996 D
PROJ #QIJU 3(( )rl I
NOTE:
1 TrIP C•RAPHl" LNFORMAT ION BASED
ON SURVEY PERFORMED BY: POWEL.L
SURVEYING CO.. TITLED: SUPERIOR 'STRUCTURES
INC. I ;OE CHRISTIAN, DATED: FEB. 20, 1996,
2.J BOUNDAPY INFORMATION BASED ON SURVEY
PERFORMED 0( E. GLENN CORBETT, R.L.S. &
FINAL PLAT PREPARED B'f STROUD ENGINEERING
DATED: 7/5/96
REVISIONS
T `
(

4-
I
/ (q
J
ZVI,
EX.8" A.C.
A�l / N (�.�--j- WATERLINE
' �11' ' APPROXIMATE
ELECTRICAL
�i f� / ! STORMWATER WET -DETENTION
/ O/ (SEE ENLARGED POND VIEW) SILT FENCING N/F GATED EXIT TRANSFORMER /
/ As REQUIRED ROBERT M. LEWIS %
EX.2"GALV.
20'GARAGE
/ WATERLINE )-----_____ LOCATION
/ , DI #1 ACCESS
EASEMENT 12INVERTED
ELECTRICAL ) EX. DWELLING L I GRATE EL = 11.06 ASPHALT DRIVE (16' WIDE TOWN STREET)
SEWERLINE TRANSFLOCATIORMER ( I SE INV. OUT 8.06 EI BACKYPTYPiL 0 ° '1 "
LAUREL L
@ 0. 38%
SILT FENCE
rl I ! --I r__ AROUND DI ,;. 13 71 10' UTILITY
S86°12'35"E I _ ! PVI EL '� _ - \ EASEMENT
NO3°47'25".EvkD
446. 06 (T07)
/ / r
- _ %
45.19' �. . 6`� 1 .;...-..�.�:::'.� ._.... - -- ...�� .� 4.. \ i 510E ,( \ \ \ \ \ \ OPEN
.��•_.� I (s 24 LF 18 10 A K \ \ \ N \ \ SPACE #1
__-� i f 10 UTILITY �. -� SHEL
10' x 70'. SITE ,A�. 30'MIN 0 6' RCP33% { u• N m m ,�`'� o //���i 4 /
l I l f' vi EASEMENT S,' O• ice \ \ \ \ \ \ \ \ \
n TRIANGLE! FRONT 03 ,4^ % /i - \ W/ 1UU FES `)'m j �%o o ;o w °`r - n' [ /' � 52 LF -,i Iy ao �Y1 n
8x6 SETBACK X,� \ \INV. OUTdi.O ° n \ '. \ \ w \ . m \ 5 m \ 4 nn'� \ v \ 10' x 70' SITE
t (FROM ST.) 18" RCP 6 - - N(�` n' a' 6' 0
^� TT8V I #2 @ 0.3% q �� n n "' `0 y 6 n u'
#, d 11 / 4 ///� vv 1(� vv g w vv 8 wvv 7 vv w vv
o �G'/ ATE EL. �.95
R N=9.00 - INV.IN = 4.42 5'MIN r ` . SL„ i� i
INV.OUT=2 INV.OUT = 4.32 REAR -1z w$� RIP RAP
N.INV.IN=3 °5 / / SETBACK ! �,I� 1.5'DEPTH \ f \ \ \ WATER \ \ \ \ SEWER
,./ R'C 50' STONE -OFTW ) } , "/ I `450�.5' F/H 6"�VC SERVICE SERVICE
OPEN �o .1�6, CONSTRUCTION 12. 90' I :'SPACE itZ �% ,i 2215• \ \ ASSEMBLY \ WA1�ER (TYP.) \ \ 24'�CONC. \ (7YP.)
a SPACE #3 ,� "{ 4 'q "W ENTRANCE PVI EL j _ BED
o / 0. 103 ACID 1 .q0. 1.7575 i LF 9:6 -'�- Tr7 - - - r..•- - 5'MIAI FR UILDING__$ETBA FROM ST.) r
r�
oI - 6 1 SHE, .' 0 ' 23. (TOT 51: -57fr` - �-t �'6`- / �i 8 6 TT8
11
I
CL INT. FRONT ST.
_N
r iq
2 LF
8 CARROT ISLAND LANE
2
8J8 SADDLE]
/I
I Pyj7 8 PV C
STA. 0+00.00
APROX.1-2.92
�
.MEL-` p, X
SfW 0
EX. EL.= 8.95
//
34.78'
62.
1
4 J W 97
EX (0LT1..'
. •7 .... 0
...�. � .wtvc ..._. --1
6• t
D8' t-r-
68 LF rt8" RCP
(
I
' 18" RCP /1 @ a:37�`7
I
•
�/
a
@ 0. 3% 2JB #2
'N
EXISTING
BOAT RAMP
/
/ DI #3 INV.IN=4484
Ij S. INV.OUT=A.74
!
PIER
lI
J
GRATE EL.=8. 50
" I
8
N INV. IN=4.11
E. INV.OUT=4.01
HOOD EL=8.91
/
! 3 INV.OUT=6.41
/
• 64 LF W
o
18" RCP 11 I
20 LF -
' 1
@ 0.3% 1 zu
12" RCP
/
I `
@ 0.4%
f '
/
DI #4 Li
r
;
GRATE EL.=8.75 I
/
/
N INV.IN=3.82 j I
E.INV.OUT=3.72 I /
60 LF
18" RCP
2.47%
SHEET *2 OF 3
PROJECT *: PM826
DESIGN FILE *:826/826-3D
30.0 FT
0 20.0 FT
0.
z
O
w 10.0 FT
I
Lli
EX.8"PVC
WATERLINE
8x6
TT8V
EX.8" C.I.
SEWERLINE
@ 0.38%
TIE INTO EX.
B"C.I.SEWERLINE
CL INT. FRONT ST.
8 CARROT ISLAND LANE
STA. 0+00.00
EX. EL.= 8.95
MH #1
STA.0+17.29
R-I M=9.00 -
S.INV.OUT=2.95
N.INV.1N=3.05
JB 42
STA. 1+32. 21 L 14. 00
W INV.IN = 4.84
S.INV.OUT = 4.74
JB #1..
STA.0+21.00 L 14.00
N INV.IN = 4.42
E.INV.OUT = 4.32
PVI
STA. 0+62.08
FE= 9.14
PROPOSED -
GRADE 17
EX.2"GALV
WATERLINE
W/ 8X8 SADDLE -
APROX.INV.=2.92 145.72 LF 8" PVC SEWER@ 0.4%
0.0 FT
1M LF
13' RCP
@ C.3%
1
0
a
.-i W
��F--'
/----t
'----�
r--'
I----�
'-----r
r-•y
r---ti
i-.-y-.
4 q1
8x45°BEND
PVI EL
- CARR T ISLAND
LANE
(40' P IVATE
R/W)
300 LF
8'PVC SEWR @ 1.13%
11.5 6
--�; 3
i
���
P
PVI E
-------
----------------------
------
-------------
----� r
GATED
,.,... �.� n-•.�,.., �.,.
.�--.-�.n-.-r.
c.-�
-
--
-. Pv] .� /
9
/ / EMERGENCY
/ / ACCESS
�
4Y� �� Y R
�0
-'-'INV.B""'
...
u+�.a�.
�i. rL Y- �
L. •.rY �a �l �r au.
.r....r. -�
rr i_ .ram - -
- ....ate -ate -� -r
-
�..� -r.
INV. OUT�i.78
/ / /
r
/
/CL INT. LENNOXVILLE RD.
24"VG
i� /
/
8 CARROT ISLAND LANE
108 LF
SILT FENCE
24"CONC.
23'B-B
' / i STA. 8+45.59
MH #2 ro
f8' RCP
AROUND CB (TYP.)
C8G
(TYP)
RI =1
RIM=12. 76
ENLARGED
(SEE ENLARGED
10' PERIPHERAL
MH rt4
i / � i'
EX. EL.= 15. 30
'- RIM=8.97
@ 0.257.
S.INV.OUT=7.12
EX. CPBL
STREET VIEW)
BOUNDARY
RIM=15.01
S.iNV.0UT=3.63
N.INV.IN=T.22
EASEMENT REF:
SETBACK (TYP)
S.INV.OUT=10.61
N.INV.IN=3.73
CB #3
CARTERET CO.
i
EX.2"PVC
_ SILT FENCING
HOOD EL=11.05
W INV.OUT�.85
REG. OF DEEDS
DB 392. PG 395
EX.8"PVC _�7
r /
WATERLINE
AS REQUIRED
S INV.IN=5.95
N/F
-.
WATERLINE
%� i'
GB 42
OUTLET
CONTROL BOX
C.R.
WHEATLY
III
HOOD EL�.91
N INV.OUT=6.22
E INV.IN=6.32
40'
20' 0
401
8O1
i
1 1
(
1
to
PROFILE CARROT ISLAND LANE
CB #1
11.5
HOODI+A1_88.91
EL
STAT2E 9_601.0511 5
W INV.OUT 6.41 -
HOIV.IN
CB #2
W V.OUT = 5.85 -
PVI
STA1+41.86 L 11.5
S =5.95'
STA 8+15. 42
.HOOD EL = 8.91
FE = 15.39
N INV.OUT = 6.2.2-
E INV.jN = 6.32'..
- -..
STA.2+72.35 L.1.20.47
STA.7+64.72
RIM=15.01
STA.1+63.01
GRATE EOUT 11.006
S. INV. OUT=10. 61
RIM=8:.97
SE IN -
-
S.INV.OUT=3.63
�- SSTTA.''A+64.72
N.1NV•OUTLET3CONTROL
RIM- 12.76
80X
S It�V. OUT= 7.12
STA.1+79.95 L 35.8
:
N.INV.IN=7.22
INV OUT = 5.00
-- - -- --- -. _..'.'-BOT-TNV -_ I -OD---
-_-_. - - - -
-
PROPOSED
MAINTAIN 36"
GRADE
100.0 VC
PVI _
- 100.'00' VC
EXIST!
= ING GRADE
MIN. COVER
7
STA.1 79.95 STA.:3+04.95
e = 0 315' e - 1-0. 18'
FE ).10 - FE ? 11.38
0.75%
STA.3+87EMBLl 23.5 .-. �_-
-f---- + - -- "'PVC
, LTI----- --- - ----+6"PVC
J�-WA-TER - -- -
108 LF
18" ..RCP
24 LF 18" - \ RCO @ 8.33% - 300 LF 8"(?VC SEWER @ 1.13% -
' ---- - - - --
300 LF 8"PVC SEWER
(11.13%
52 LF
18" RCP-
@ 0.37.-
12" MIN.VERTICAL CL ARANCE
TYP. AT X-INGS BETWEEN TO
OF
WATER LINE d BOTTOM OF
STORM RAIN
O
O
O
O
O
0
o
0
N
I'O
-
L.CD
Ln
CENTERLINE
STATIONING
CL INT. LENNOXVILL.E RD.
8 CARROT ISLAND LANE
STA. 8+45.59
EX. EL, 15.30
8x6
TT8V
EX.8"PVC
WATERLINE
i ,y
i cWd'd
a
VU
~a'0
O
WV=
�:
�
�Q
Q
o
o
m
2
N
A N,
wW
>
x a . a
U ¢ A
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A (n
W Z �C
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a
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rJ
J
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SHEET *3 OF 3
PROJECT *: PM826
DESIGN FILE .: 826\826DET.DGN
p
J
4
H
7
0
I
I I
I I
i
MCKINLEY TYPE
I
_
_ /PM 24x30 CAST IRON
RECT. GRATE & FRAME
K. - 3'-6'
I
OR APPROVED EQUAL-�
ZD
7
t
—A
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omo
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6 CAST IN PLACE
w u'
COW. BASE W/W4 REINF.
o ? o
W 12' O.C.E.W.(TYP.)
C3
6' STONE BEDDENG
PLAN
VIEW
SECTION D3-D3
E 1'-4":WH
MCKINLEY
TYPE
A
6"CMU -
IN
/PM 24x30 CAST IRON
RECT. GRATE & FRAME
.� OR APPROVED EQUAL
3-
F
2
Y : "
STORAGE EL.- 6.9
N'
3"SCH-40 PVC CAP
P? GRASSED W/ 1" DIA. ORIFICE
-g. HOLE DRILLED INTO END
�l SLOPE
- RIP RAP
6' L 1'-IB''.,F 1'-i8' 6' BEYOND
5'-0'
v 3' SCH-40 PVC ORIFICE
PIPE EMBEDDED IN MORTAR
i REINF.W 12" W/22.5•SENDS AS SHOWN
O.C.E.W.(TYP.)
SECTION C3-C3
FLOW CONTROL BOX DETAIL
SCALE: %` = 1'
F.E.S. RIPRAP
SEE PLAN 1.5'DEPTH
MEDIAN RIP -RAP
SIZE: d50=0.5'
FLARED END SECTION
uov-v.✓ 1: iI.,
4FJK rwr n r Ar E/rrAN:' Ar fm F. s. /. WW/£N /1asRWME TYPES OF THBVST BL a'N/NG
E•
CAST IRON .WNNWt
qT4/
NCNo AJi
METER BOX ANGLE METER STOP /ir of, Ar RASPS• n Jir• JJ EXP AAA roro 1
( SUPPORT BOTTOM WITH LOCI( WING FEMALE IPS THREADED FIRE HYDRANT. PUMPER NOZZLE TO BE �' r.rw J.tw f.Jw 1.1w " p
(W ELLER H 142581 OUTLET WITH PLUG �PERPENDICLLAR TO STREET I, y
WITH BRICKS) E' Am J A" J." /.Jw +
AIL PIECE t' S. )GO 1J.fw rsa ASw /.xa
/O' JI.lal ] ,RR` II. Jw J, htl
y,
1t' rv.Sw r.an rs.>w 91" 41"
T, rf' Js.rw JO. Htl rr. J'OG II.OM r.QY/
1. . /I' N.JYM fl.I[tl JI. NV /LSw f.tw
FINISHED GRADE
y - CONC WALK H' )W.lOS J/I.GXP SO.Ow )l.Ew 15.Aw
WATER METER AWWA C-700 -�
JO' /N.Ww /rNriw fl.SN Ir.1w fS. btb
BRICK SUPPORT FORD OR MEULER Jsr•Jw ar.Jw JJ•Sw
SERVICE SADDLE IN GALLONS q' rv.Jw Jm.wo /n.sw fr.wo As.rw
M' � ^' Jor.wD AJW. wO 1Jr. hH JJI.Aw ff.Iw
2" OPERATION Ndr
(FORD S 701 Jt' sti.rw flS.iw PJI.aV fH.ww )S."
SERVICE LINE O OPENN LEFT
EFT (COUNTER tt XXISEI
CORPORATION STOP MECHANICAL eE,w/w ea"o
LACKED HYDRANT TEE
(WALLER H 15008) 36' MINIMUM COVER EXCEPT UNDER DITCHES. A son al."So Ec1 ,. ;a • �' -�
SET METER AND BOX TWD FEET BEYOND RIGHT -OF -MAY OR 5'
3' BEHIND TOP OF DITCH BANK, WHICHEVER IS GREATER. {S�LppypC�Eh IDE 6• PIPE aAr J.An
pSpH�WyEEO LOCALCONDITIONS
s, rsrtr J.aw �r
" GATE VALVE SNOXN�TALL JARRT4&L .tpD LG» .b0
UNFORMED CONC. DUC- LUG BE RESTRAINED. saor aAY
y • THREADED Nl4P aAr Y."
RADS (COATEDI
<Im CUIFCr/OK. /Ef
METER SET DETAIL r. jwrz" 4XI'Mi a " f ` �
R) ax)mr/•v >.'E s/.+r a� A coKl�rE rroxrsr d'ax, oiYra mr mr.4 rpgZ er J. oisrcr/w tvam.Y. ¢etb'
lA£ NFAV/ro YALLCS Q, ATE w/L. Al, aMri ri A• IIIF sli 6 1M AFMJMC A, aJildi Izi sim, AGKkYN
IMA 6 l!F I r KGCr rN 5[Y4K r ci ARif 'i YA[/ES /Ui Yi J f/JEtr/GV `'%WWT. TEE i AS E[MI
(N. T. S. rmEs Nfs 11. 111/N 7A F.
C
6. O/IFCr/pV
TYPICAL FIRE HYDRANT ASSEMBLY r, Vl,ft /Nr �N�
ro AEW]WF/B/[ /rr 64Y AE ASRNEO rw 'i [Y IlIE otrl /N !N/s rI&E p!
(N. T. S. ro nr rrer YwiAriav ff %uvi,,e JaJS AVASi//r/rs rnv eiuv wi/ rrre,
THRUST BLOCKING DETAIL
(N.T.S.I
STEEL OR WOOD POST
WIRE FABRIC
_ EXXON GTFIOIS OR
EQUAL SECURED TO
M WIRE
- - FILL WITH EARTH
R)
SILT FENCE SECTION fN-TS.)
EXISTING EDGE OF PAVEMENT
CRUSH & RUN (6' Co
9
50'
STONE CONSTRUCTION
ENTRACE (i
SCALE: (N.T.S.)
TYPICAL INLET PIPE DETAIL
N.T.S.
1.91 6:1 SS VEG. SHELF (TYP)
STORAGE AROUND PERIMETER
DEPTH 7' MIN.
FOREBAY s' +/-
6 +r POND
BOT.EL.=2.0 TOP OF SHELF:�
DEPTH
7SIDE
SSM EL.= 11.0 ° .I
1. RUNOFF STORAGE EL.=6.9 I'NEW POO
LMAIN PONDBOT EL.
—2.0
ND SLOPES '
(TYP)
WET DETENTION POND
_ SECTION A3-A3
N.T.S.
OEWEY BROS.
- CH-dNi
CATCH BASIN
FRAME COVER
OR APPROVED
EQfK
4 v
SELECT BACKFILL COMPACTED
m
TO 95% STANDARD PROCTOR
IN AREA TO BE PAVED.
?a:
METALLIC TRACING TAPE
8'THCK - -
� W'o —
— — i' ABOVE ALL PVC HATER WINS.
BRICK Ni
' "
SELECT BACKFILL COMPACTED
" --t-4----
n
TO 9STANDARD PROCTOR.
USE HAND OPERATED EQUIPMENT
HA
ONLY,
TRENCH BOTTOM SHALL CONSIST OF
FIRM STAMATERIAL &SHALL
': RCP
PROVIDE UNIFORM SUPPORT THROUGHOUT
UNIFORM
3•
LENGTH OF PIPE.
A >
by
-
PIPE DIA. +16't
31
CONCRETE SLAB
CATCH
BASIN
DETAIL
WATER
PIPE TRENCH
SCALE: 3/B" =
1'
(N.T.S.
FOR AREA TO BE PAVED
&KNLEY.
TYPE BM
MANHOLE
- --
FRAME & GRATE
APPROVED
OREOUAL
�h Y
Zz
qi
BWK WALL
2'r
a
;o "
.r
O
RCP.
i
PIPE DIA. +16-
i^
CONCRETE SUB
WATER PIPE TRENCH
DROP INLET
DETAIL
IN. T. S.)
OUTSIDE OF PAVED AREA
SCALE: 3/B" =
,I
k 1M4`
1'
-
MCKINLEY-
TYPE BM
MANHOLE
-- FRAME & COVER
OR A
OR APPROVED
8'THICK
BRIO( WALL
21F
3•
O
_ .RCP_._
..
�A
ii
. J A7
I.
'..--. CONCRETE SCAB
JUNCTION
BOX DETAIL
LOCAL RESIDENTIAL ROAD
SECTION B3-B3
SCALE: V-10'
SCALE:
MOUND BACKFILL OVER
TRENCH TO ALLOW FOR
SETTLEMENT
UNCLASSIFIED BACKFILL
85% STANDARD PROCTOR
METALLIC TRACING TAPE
1' ABOVE ALL PVC WATER MAINS.
SELECT BACKFILL COMPACTED
TO 98% STANDARD PROCTOR.
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
F IRM.STABLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
BACKFILL WITH SAND FROM
- TRENCH. EXCAVATION. COMPACT
TO 95% MODIFIED PROCTOR
IF UNDER PAVEMENT OR WITHIN
w
10 FEET OF ANY PAVEMENT
OR OTHER FOUNDATIONS
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL DR PROVIDE
SHORING.
BACKFILL USING MATERIAL
FROM TRENCH EXCAVATION
.-
AND COMPACT TO 90%
_-._
a.' •.-
MODIFIED PROCTOR.
_.
�Pg
PIPE DIA.
_ N0. 57 STONE BEDDING FROM
+ 24"
MINIMUM OF 6" BELOW PIPE TO
TOP OF PIPE.
SEWER
PIPE
TRENCH DETAIL
N.T.S.
INVERTED
ASPHALT
DRIVEWAY
I-%2' Bcsc 1-2
N
I/� /FT -��» 1/' /FT
I/' /FT
--a c---
:
6'C.A.B.C.
TYPICAL GARAGE ACCESS DRIVEWAY
CROSS—SECTION C3­i
N.T.S.
CAi
Q 1SEAL
3343
OK,
xi
oq����
'ati<AIAv D. 0Vt !`A
FINISHED GRADE
M H RING & COVER
!
TOP OF PAVEMENT
ECCENTRIC CONE
SECTION
:24*
NOTES,
z
LI THE DISTANCE FROM THE
'Do RING GASKET -
a
TOP OF M.N. RING AND
ALL JOINTS
a
COVER AND FINISHED
w,
GRADE MAY VARY WIDELY.
N
SEE PLAN.
GROUT INSIDE
d
2.)SLOPE INVERTS AT SEWER
OUTSIDE OF JOINT
o
rc
LINE GRADE.
USING NON SHRINK
GROUT
Q
w
B - 16' RSTM C-478
TYPICAL MANHOLE
STEPS a 16' O.C.
PIPE StZE
D
LESS THAN 24'
4'
FLEXIBLE SLEEVES AT _
"Ir
ALL POINTS OF PIPE ENTRY
- -
MORE THAN OU'
6'
GROUT CHANNEL
SLOPE 1:12
1' MIN. CRUSHED AGG. BASE
)
\ /
100:C COMPACTION
n
-
UNDISTURBED GROUND
TYPICAL
PRECAST
MANHOLE
(N.T.S.) FOR
MANHOLES 12' OR
LESS
IN DEPTH
CB PN
KS
BIA
DIP
EP
EX.
FE
FES
/H
cv5
INV
LF
MH
MIN
N/F
oS
OE
C
PP
PTI
PVC
oY
RCP
R/
STA
TOO
TC
IT
TYP
V
WEQ
i
REVISIONS

Z D
m v
X U
31
O
(l X
S
D
z
z m 0
r ti
r
D T,
A
m 1
o
'Ti
z
HUB
TACK.
SET
10,
EXIST.
CHANNEL
MARKER
' 75'CAMA AEC LINE
I I
I
1
1
I 1
I I
MARSH LINE I
I S2 x 1
I /9' 03
1 0
236 07'1 �.r� x7,4J 1
I MHW LINE itP S•6
1 " 11 '. 7� 6 "
I 75S 6' 3
I RIPARIAN ACCESS BOUNDARY 169.82' 92 * It
-- -_ 7 .3 6.
f-__--_- T.._----- .69S Sg 1
1 12" MOORING S6 x " 0.
I + PILES (TYP) 2 b S 0I RIPARIAN SETBACK 6S 69 ' -p x 6,
?
I �73 x 6'3S
9�
�II o o •o xy 1
4` ° ° 2
>) O'S66' 36 7.6
15' t5' 15' 15, 6' 12'
RAMP W/ 1
j0 AREA OF f ° -7$' 6 ° + 2• 4 x HANDRAILS j
IE RIPARIANF "I. MAIN
ACCESS PIER �.s z �- .. 05
luilliffilufmNifluffiffilliN lull
REEK. SHORE 0 SHORE=378.5' s
4' I.
?p x FINGER
PIERS L `0 6 •919 1
r
Fp
�� � � � � ram? \•
1 a w 1309
60,
I r
LL- 1
_y l
I { RUNOFF DISCHARGE
64 LF 18" RCP ca 0.37.
1 OUTLET PIPE W/18" FES 9
I I 1 & 6'x6'X1.5'THICK RIP RAP
I
I INV. OUT = 4.10
1
Irr
PKSI 16 5
I APPROX 650 SF
CLEARING 8 GRUBBING VICINITY MAP
1 6 a (N. T. S.
' I >
u g
/ OPEN CUT &
/ REPAIR 27 SY _
j EX. ASPHALT W
z
I
1 JB tt2 g J
r RIM EL.=8.95 O
1 r S. INV. OUT =44432 a
.41 72' 3.25 7 , BSS
3 I
1 x e 9 0 °.
0 � oW LINE o
I • I o MH
1 /Y► - 1'-' �- xx y 1 I
n RIPARIAN SETBACK WOODS LINE
I 1 1 �dr L /
L�
RIPARIAN ACCESS BOUNDARY 158. 30 O i I
I �73 i 6.6
I •66 b O ) l
I 1 I
I I 2 63l
I
I
1 I r I I
r
I
EXISTING _ I ; j T !
BOAT RAMP
& PIER
r
r I r
3 a ;
W U W \
ENLARGED PARTIAL SITE PLAN
0. 30Y.
PVI E
-9.14
EX.CONC.DRIVE
CL INT. FRONT ST.
& CARROT ISLAND LANE
EX. EL.= 8.95
EX. 8' C.I. SANITARY SEWER LINE
-EX. 2' GALV. W/L
EX. 8' A.C. W/L
30'
15'
0 30' 60'
H-SCALE
1"=30'
V-SCALE
1"=10'
s
s
20.0
FT
i
i
I I I
I
I
I
1
� EXISTING GRADE � �
�
1
I
84'
1 38.1
I
EX.�TREET GRADE
I
1
I TOP OF
6' 7.5' 7.5' 7.5' . ' 4' . ' 7.5' 7.5'
I
.5' 6' 7.5' 4 8 5 7.5' 7.5' 7.5' 7.5' 1
1
FE=8.00'
I MILLS
i
i-
10.0
FT__
1
1
I MAIN PIER
R MP- --
-=------'
FE=5.17 MSL
1
I
I
I
( FINGER PIER
NEW IB' RCP a
z
I
1 FE=4.33 MSL (TYPJ
C3
MHW
rr
___-...
�\\
.-_-__--_-
--- --__4___-_-_-___
..
_ _
18'FES
Q
0. 0
FT
�I MLW
1
I
INV. OUT = 4.10
>
LLI
___�-.____�[_.______
\\\\
T- -
__--__-_.---.-__
T -
�
W
START RIP RAP
\\
Z
Z
6'MIN FROM MHW
EX.MAR6H
J
/
VEGETATION
-1 0. 0
F T
\\`
-J
W
W
Z
Z
J B #2
a 1Z" MOORING
✓
- MUDL INE RIM EL.=8.95
U
U PILES (TYR)
/
N INV.IN = 4.42
/
S. INV. OUT = 4.32
4.3
�\
'
I
I
I
/
8'TYP. MIN.
I
�y------------------
APPROX. BOTTOM OF+GmP.
I ���
EMBEDMENT
-20.0
FT
I
I
1
I
I
----_.`.
PROJECT DEPTH - I5',:D) - _ ^-----1
r -------'--------_7
I
I
I
1
-30.0
FT
0
0
0
0
0
0
0
0
0
0
0
N
M
V
n
Q
Q
Q
Q
Q
Q
t-
G�
STATIONING 1"=30'
U,
PROFILE
SHEET •1 OF 1
PROJECT 0 P M826
DESIGN FILE *:826\826C2D.DGN
TP= 8.00 MSL
m,a
r
r-
MHW +1.0 MSL-
v0.0 MSL
MLW -2.0 MSL
APPROX.P
EXIS
PI
P.T.2.10 JOISTS
2'-O' O.C. (TYP.)
12'MAX.SPAN
r,
"y5 CRfFK PARTIALNSITEEPLAN
SITE MAP
SCALE: 1"= 100'
DOCKS & FINGER PIERS 36'-0'
MAIN PIER
7'-G,
(2) 2.8 P.T. i
GIRDERS (TYPJ
2.6 P.T.
X-BRACING
(TYP.)
GALV.
P.T. 2.10 JOISTS
& LEDGERS T)l
GA_v. MORINO _
LL cA75 (TYP.)
15`-0'
P. .,''-G
-I DI CKING (TYP.)
_2+94__u___ LL___A_______Ia______]J__!_
NOTE: MAJORITY OF P.T.12' (MIN.) TIP -
PILES NOT SHOWN DIA. PILES (TYP.1
FOR CLARITY CL
PIER X-SECTION A -A
SCALE: 1,a'= 1'
I,.12' (MIN.) TIP DIA..
PanORING PILES (TYPJ
tF
SEAL err
n 13349�,`
r'
SITE DATA:
TOTAL TRACT AREA = 126.615 SF
R/W W/IN TRACT = 7,310 SF
PROJECT AREA EXCLUDING R/W - 2.74 AC
NO. OF NEW LOTS = 11
OPEN SPACE PERCENTAGE = 19.9 1
AREA OF ENVR. CONCERN = 9455 SF
IMPERVIOUS AREA W/IN AEC = 0.0 SF
ACOE MAX. PROJECT DEPTH = 15.0'
TOTAL SUSPENDED SOLIDS REMOVAL = 9n%
RAINFALL STORAGE VOLUME PROVIDED = 6,600 CF
10 YEAR STORMWATER DESIGN FLOW = 13.2 CFS
WET DETENTION DRAWDOWN TIME = 3.9 DAYS
1.) AEC A. WATER DEPTH INFORMATION BASED ON
HYDROGRAPHIC SURVEY PERFORMED BY STROUD
ENGINEERING ON 11/25/96.
2.) BOUNDARY INFORMATION BASED ON SURVEY
PERFORMED BY E. GLENN CORBETT, R.L.S. &
FINAL PLAT PREPARED BY STROUD ENGINEERING
DATED: 7/5/96
3.) PROVIDE 2.5 CCA MIN. RETENTION MARINE
GRADE PRESSURE TREATED LUMBER FOR
PIER, DECK, RAMP & HANDRAIL CONSTRUCTION.
4.) ALL HARDWARE SHAI..L BE MARINE GRADE
HOT DIPPED GALVANIZED OR STAINLESS STEEL.
5.) FINAL LOCATION AND DIMENSIONS OF PROP -
POSED COMMUNITY PIER SHALL BE STAKED IN
THE FIELD BY CAMA FIELD OFF IrFR.
REVISIONS