SW8041106_APPROVED PLANS_20041123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
k'{'I,C�
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
L
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

L-11 L! I i Ll I Y 1 L_ L_ L._ V J-% I F V I Y- 1 V. V
BOTTOM AREA= 1,114 SO. FT.
POND DETAIL N.T.S.
N OTE: -
OUTFLOW PIPE TO BASIN NEEDS TO BE
ELEV. OF WEIR=19.45 MAINTAINED AND CLEANED OUT REGULARLY
(ADJUST FROM EXISTING ELEV.) TO ENABLE MAX. FLOW IN PIPE,
WEIR HEIGHT=0.5 FT
WEIR LENGTH=2. FT OUTFLOW TO BASINS
36" RCP
INV=16.27
INFLOW FROM SITE
PAINTED STRIP AT 0.8625'
ABOVE BOTTOM OF DEVICE
TO INDICATE NEED FOR
CLEAN OUT.
INFILTRATION PRE-TREATMENT AND FLOW BY-PASS DEVICE
N.T.S.
8 x 8 tapping sleeve and valve
Existing 8" Water main
6' Privacy Fence
2 Story Brick
Building On
Concrete Slab
6' Privacy Fence
NOTES:
1. ZONING HB.
2. TRACT ACREAGE 3.65 AC.
3. ALL SEWER MAINS TO BE 8" PIPE LAYED @ 0.5% UNLESS NOTED
OTHERWISE. MIN. COVER IS 3'. SEWER SERVICES ARE 6".
4. ALL WATER MAINS TO BE 8" UNLESS NOTED
OTHERWISE, MIN. COVER IS 3'.
5. ALL STORM DRAIN PIPES TO BE RCP UNLESS
NOTED OTHERWISE.
6. TOTAL BUILDINGS-5; TOTAL UNITS-56; ALL 2 BEDROOM;
4-3 STORY, 1-2 STORY; 112 BEDROOMS;
78,400 S.F. TOTAL; 1400 S.F. PER UNIT; ONE BUILDING 11,200 S.F.;
FOUR BUILDINGS 16,800 S.F. EACH
7. OVER ALL IMPERVIOUS 49%; 87,301 S.F. IMPERVIOUS; OPEN SPACE 71,688 S.F.
TOTAL FOOT PRINT OF BUILDINGS 35,255 S.F., WHICH IS 17.8% OVER ALL.
8. STREET LIGHTS PER PROGRESS ENERGY MAP.
9. POOL IMPERVIOUS AREA NOT TO EXCEED 4,220 S.F.
10. PARKING SPACES PROVIDED 112, PARKING SPACES REQUIRED 112
11. THIS PROJECT TO BE DONE AS SINGLE PHASE.
12. 2 STORY BUIDINGS 30' TALL.
13. 3 STORY BUILDINGS 39' TALL.
14. UPON COMPLETION OF ANY PHASE OF ACITVITY
DISTURBED AREAS WILL BE SEEDED
WITHIN 15 DAYS OF NO CONSTRUCTION.
15. ALL UNIFORM FEDERAL ACCESSIBILITY STANDARDS MUST BE MET.
16. PLAN PROVIDED BY PAUL TALBOT, P.L.S.
17, CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO PARKING LOTS AND TO POND.
18. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
IS TO BE 10' BETWEEN EDGE OF PIPES.
19. A 12 IN. VERTICAL SEPARATION SHALL BE PROVIDED
BETWEEN STORM SEWER AND SANITARY SEWER LINES 6 Privacy Fence
OR FERROUS PIPE SPECIFIED. EX. 11r CM
20, VERTICAL SEPARATION BETWEEN WATER AND SEWER; Inv. 4.54
WATER OVER SEWER: >18" OR USE D.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING.
SEWER OVER WATER: USE D.I.P. (ON BOTH) 10' ON
EITHER SIDE OF CROSSING. --
21. ALL ROOF DRAINS TO BE DIRECTED TOWARDS DRAINAGE SYSTEM. --- - - _
22. CLEAN OUT SPACING PER PLUMBING REGULATIONS. _
23. PER PRIVATE WETLANDS CONSULTANT, THERE ARE NO
WETLANDS ON THE SITE.
24. SIDE SLOPES OF INFILTRATION BASIN SHOULD BE PLANTED
WITH ONE OF THE FOLLOWING: COMMON BERMUDAGRASS,
PENSACOLA BAHIAGRASS, CENTIPEDEGRASS.
1
I a" CPP 1
SIDEWALK AND GROUND BETWEEN
Inv. 18.47 SIDEWALK AND ROAD SHOULD BER A [j COV
RADED TO DRAIN TO THE ROAD. ~
Inv. 10.11
EX. SDCB-2
APPraximate location of
e
xisting
g" water malt' EXACT
CONTRACTOR TO VERIFY
LOCATION
DEPTH ANDMAIN.
OF W� R
Bridge Barrier
er
000' Public R/W)
T11 ry -% 1(* 1, -
SDCB-1
CONTRAC OR TO SET FRAME,
GRATE, ND HOOD PER DETAILS.
INV=15 10 1 -
CONTRACTOR\TO VERIFY EXACT LOCATION
OF LOW POIN1` TO INSTALL CATCH BASIN
d'. C \ !
o\
4 \ I
8.49L.
9.0\.
0
3 0 � � � 2.33>
6.2�'' \4-42
2.831
1 , 0 \
22 �A \
1 110P. \
L 'V�
6i -)3
0
f !: 1 \
\�3
PROPOSE
5' DOGHOI�SE DROP MH
SSMH#3 \
TOP= 22.0
o. 23. \
INV.=14.19
ON PROFILE)
l
` 6" EWER
DI#7 7 RPICAL) .• ` \
L
TO 2: \
2.0'' i 2.0'
,
12.67'
,/6.25'
4.42' 4. 42�
2.83'
`•6.37' 6.3E
2.0'
�,3.96' 3.96i
5.0'
I E
I
sg.01' 8.42-
I16.58' t
U.&
IHWY 132
9NOIM1'S
Cl1T 9FWdE
F CR
Site
go
WW Ie
VICINITY MAP
NOT TO SCALE
7.0, 12,0'
t
52.13'
I
8.49'
`2.33'
4.42j'�,6.25, 12.67'
8.0'
- -,
4.04'I 14.04' 2.83'
SA�./ 68•
R IJILDING DIMENSIONS
N.T.S.
SDCB-2
CONTRACTOR TO \ET FRAME,
RATE AND HOOD PER DETAILS.
V=1 7.25
L
ki-NALDRAW.l.''
ram 1�
OR RE I 7
C.O.(CLEAN-OUT)
W.M.(WATER METER)
PROPOSED 5TORMDRAIN MANHOLE
GV
PROP05ED GATE VALVE
115
PROPOSED FIRE HYDRANT
Q PROPOSED SANITARY MANHOLE
sP`D
[ EXISTING VEG.
ITJ..'+I l%',�r t�.,.•sile, t,.i'�T C1A!1ii�.f..:ti
G:`V'I131N CF WA7LIE R- QU,ALl7Y mollo- TRAFFIC FLOW DIRECTION
Z3 - i•-V- 2(x)4
❑ D.I. (DROP INLET)
RECEIVED x23.8 PROP05ED GRADES
NOV 12 PROPOSED PRIVACY FENCE
DWQ HCP HANDICAP RAMP
PROD # 6 04 y I1-6
AS
Ex. SSMH STORMWATER PLAN
INV=11.50 10-01-04
SCALE:
PARADISE COVE 1'
-" - -4s -- -- -- _ - S 01'11'43" W 54.22' = 30'
- '�- 48-~ _.-_ .--„_�-�_ L� . F ;�' ,,tit`;. s
- - �1;•1�,` CAROLINA BEACH TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA DRAWN:
ACJ
MALPASS ENGINEERING P.C. CHECKED:
'9 3114-4 RA14BALI. PARKWAY JBM
WUTnjnfft=_ North Carafta 28405 PROJECT NO:
Plea i10-343-IM 49
BAR SCALE 1 "=30' � 'm �0-"'_Q4
3
a�
U.S. Highway 421 -,,�' �,��,,:: SHEET No: 8
CAIKXM BEAM NC gem
30' 15' 0' 30' 66 90' �`''►► � u vt
(150 Public R/W) OF:
2005\49\04155D-10-8-04.DWG

I e CPP
U.S. Highway 421
(150' Public R/W)
(D
Ex. SSMH
I NV= 11. 50
BAR SCALE 1"=30'
30' 15' OF 30,
RECEIVED
NOV 18 2004
PROD # ak) ZOU ( I o(o
60' 90,
7 7-%: 7, 7T-,' 1, 1 :T