SW8060116_APPROVED PLANS_20060201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
9*Q &
PERMIT NO
SW
DOC TYPE
❑ CURRENT PERMIT
I�D APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

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LEGEND
-- -- --^ — — — PROPERTY LINE
— --- -- -- RIGHT OF WAY �_ / ' I tt lcl
--- 45— —
EXISTING CONTOUR ``� •��:� t '� ��s � � �� � �'�, o I 1 • _ O 1
PROPOSED CONTOUR
45 PROPOSED SPOT ELEVATION @ GRADE
1
r
46.0 PROPOSED SPOT ELEVATION 0 TOP OF CURB/WALK
OR � ...r. EXISTING STORM DRAIN
PROPOSED STORM DRAIN
SWFM PROPOSED STORM WATER FORCE MAIN
SS EXISTING SANITARY SEWER
SS PROPOSED SANITARY SEWER
i OY A. CA450N l�� �,` .• 1. :.i•/ %� T � �.�\ � � �,` I/ �j.
w w EXISTING WATER / TR HEIRS M"'
' r
W W PROPOSED WATER
PAGE $5
SSFM PROPOSED SANITARY SEWER FORCEMAIN
y
TSF TEMPORARY SILT FENCE 0 _7 a<�6 \ J �a \ 1. Z14� r
PROPOSED WATER EASEMENT 1 -,o, � `�s Lea
ra x
DA/CL DA/CL PROPOSED CONSTRUCTION LIMITS
CA
PROPOSED CONCRETE SIDEWALK
® PROPOSED CURB INLET w/ EROSION CONTROL NOTES:
1. NCDOT PERMITS ARE REQUIRED FOR ACCESS.
100sf PROPOSED INTERIOR LANDSCAPE ISLAND s/ S.F. 6,8
HANDICAP ACCESSIBLE PARKING SPACE 2. IMPERVIOUS SURFACE AREA WILL EXCEED 25% OF SITE AREA.
NEW PAVEMENT 3. COUNTY AND STATE STORMWATER PERMITS AND STATE SEDIMENT }'
AND EROSION CONTROL PERMITS MUST BE OBTAINED PRIOR TO ANY
DISTURBANCE. NO NATURAL DRAINAGE AREAS SHALE_ BE CLOSED OFF �, ��" iN
WWAT>=R HOUSE CONNECTION OR DISTURBED BEFORE OBTAINING PERMITS.
SSEWER HOUSE CONNECTION 4. ALL WATER AND SEWER WILL BE BUILT TO COUNTY SPECIFICATIONS. L5'NDS
TEMPORARY DIVERSION DITCH
5. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE STORM DRAINAGE
SYSTEM THAT DRAINS TO THE INFILITRATION BASIN.
EXISTING WETLANDS
SCALE: 1 " = 100,
0 100 200 300
+ rr�
a r ;
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30r CAM
(4g $ A BUFFER
75 CAMA BUFFER
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APPROVED
c32,- NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
x DIVISiON F ACE IALITY
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CONCRETE
SECTION B-B
ELEV. 18.50
NATURAL
GROUND LEVEL
4" OF EXISTING OR
IMPORTED CLEAN SAND
10
ELEV. 17.00
SECTION A -A
A
TOE OF
TOP OF
BANK
TOP OF
BANK
B
BANK
B
ELEV. 17.00
A
IN BASIN
ELEV. 14.50
�.5t
153
.5
PLAN
EMERGENCY OVERFLOW- DETAIL
• N.T.S.
DISCHARGE PIPE
ALLOW OUTSIDE
SPACE IN
EXCAVATION TO
CEMENT DISCH.
PIPE IN POSITION
PUMP ,
1
TANK
ACCESS HATCH, ` :...
32"X48" W/ BILCO
#Q-6AL OR
APPROVED EQUAL
STORMDRAIN
LINE IN PLAN
IAN
HATCH
6i MIN. HANDLE
TOP En.
,.
PUMP DIS. 4'
OUTLET TO
BY-PASS '
BY-PASS
INVERT
n
BOTTOM ELEV.
8'-0'
Q TURN ON LEVEL SECTION
1� TURN OFF LEVEL
INFILTRATION BASIN DETAIL
N.T.S.
SYSTEM GROUND 1#8 CU.,1/2' C. W/ 3/4• CU. `
CLAD DRIVEN GROUND ROD
SERVICE 100 A., 3PH. 4W,120/24OV.
PANEL 100A. 3PH. MLA CU BUSS, NEMA 3R ENCL
W/ LOCKABLE DOOR, NQOB
CIRCUITS. 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB.
1-1 P, 20A SKR,2 12, W/GRND, RECPT.
1-1 P, 20A BKR,2 12, W/GRND, ALARM
1-1 P, 20A BKR, SPARE
THE RECEPT.IS MTD. ON SIDE OF POWER PANEL
OR AS REQD, AND W/ WATER PROOF COVER
PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS
CONNECTING TO LIFT STA.-GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/
HOA SWITCH. NOTE: THE CONTRACTOR
SHALL VERIFY AVAILABLE POWER, VOLTAGE,
BY-PASS ETC. PRIOR TO ORDERING EQUIPMENT &
OUTLET ADJUST CIRCUITS AS REQD.W/ENGINEER
APPROVAL. ALL WORK PER CURRENT
NEC. SEE SITE PLAN (ELEC) FOR ELEC.
SOURCE.
NAM UGW, MAY ROTATE 90d INCREMENTS
CONTROL PANE,ND A 4X
CoNDurr(s)
UNISRtUT,HFJIVY DUTY, HOT DIP GAI.V.
FRAME, 30' BURY, 12'DIA CONC. ENCASE
TOP ELEV.
Dr
mw
3' MIN.
STEPS, 0 c.
INVERT IN
A,
5TORMDRAIN FORCE MAIN, SEES PLAN FOR SIZE
IN (SEE PLAN AND CONTINUATION
FOR SIZE)
8'-0" DIA PRECAST
B. CONCRETE
BOTTOM REV.
IT
8, 0-
STORMWATER GRINDER PUMP
STORMWATER PUMP STATION DATA TABLE
STATION NO.
TOP ELEV.
BOTTOM. ELEV.
INVERT IN &
BY-PASS INVERT
PUMP SIDE
PUMP
MANUFACTURE
PUMP
MODEL #
PUMP TDH
PUMP GPM
1
22.50
14.75
19.75
3 HP
TSURUMI
01-348
15 FT.
160
2
23.50
13.75
18,70
3 HP
TSURUMI
01-348
10 FT.
171
3
9.00
0.50
5.50
7 1/2 HP
TSURUMI
01-480
40 FT.
622
4
7.00
-0.50
4.50
5 HP
TSURUMI
01-425
50 FT.
280
5
7.00
0.00
5.00
3 HP
TSURUMI
01-348
55 FT.
139
STORMWATER PUMP STATION DETAIL
STORAGE ELEV. = 18.00
LEVEL SPREADER 15'
SECTION 15" RCP
SAWCUT IN HALF OR
APPROVED EQUAL.
A
STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW.
.21
SYSTEM LEVEL FLOAT SWITCH SET TO CUT OFF
PUMPS AT ELEVATION 18.00 AND START A 24
HOUR DELAY BEFORE PUMPS CAN REACTIVATE.
24" RCP--,
TOP OF BASIN = 18.50
FLOW SPREADER 31
3'7 SEE DETAIL
F BASIN ELEV. _ 14.50 ELEV. 14.50 I
= 12.50
BOTTOM - 11.50
15'x15'x1'
ENERGY DISSIPATQR
NCDOT CLASS B
EROSION CONTROL
STONE.
bx A
5'
24" RCP SD FROM
INFILITRATION INLET
STRUCTURE
24" FES
`- MIRAFI 60OX FILTER FABRIC
INFILTRATION UNDER 1' NCDQT CLASS B
BASIN BOTTOM EROSION CONTROL STONE.
SECTION A - A
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
FLOW SPREADER DETAIL
NTS
0
U)
50.0' 75.0'
0
ViEN
----, _ BA
Y DRIVE
0
is o 0
25.0' 25.0' 75.0' 25.0' 50.0'
50.0.
25.0t
VAit
k
k°:
rl: f
SYSTEM OPERATION:
1. PUMPS ARE ACTIVATED BY TURN ON FLOAT AND OPERATE IF 2
CONDITIONS ARE MET. FIRST IS SIGNAL FROM INFILTRATION BASIN
THAT IT IS NOT FULL. SECOND IS 24 HOURS HAS PASSED SINCE
INFILTRATION BASIN WAS FULL.
2. PUMPS WILL CUT OFF AT TURN OFF LEVEL OR WHEN SIGNAL
FROM INFILTRATION BASIN INDICATES A FULL SITUATION.
b
0000
STORMWATER
PUMP STATION
0
�j
215.0'
TYPE A
RIP -RAP
FLOW
SPREADER
50" MIN.
RECEIVING
(INFILTRATION BYPASS) WATER
SECTION A -A
FLOW
SPREADER
5' DIAMETER
MANHOLE WITH
RING AND COVER
TOP 18.50
6" & 8" SWFM
INFILTRATION INLET STRUCTURE
N.T.S.
VEGETATIVE FILTER
NTS
00,
117 ml
IADE
215.0'
VENETIAN BAY DRIVE
TYPE B
BUILDINGS DIMENSIONS
NTS
'09. ),
BASIN DIMENSIONS @ ELEV, 18.00
NTS
25'
2' 21 ' G'--G 2'
I"
ASPHALT
2% SLOPE 2% SLOPE
24" CURB &� �8"
GUTTER ABC
TYPICAL STREET CROSS SECTION
NTS
150.0'
pro° 25.0' 0 75.0
7,1
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bc
u L U Li LJT71 I I I I
GONDOLA WAY
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0
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25.0'
150.0' I 125.0'
39.5' 77.0'
o
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xi 7T
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1
98.5'
00
F 17 TIT pil.1
215.0'
TYPE C
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POOL DECK N,�� CAR©
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ME
! � f�•
4- 4 Q
30' BUFFER
(75% OPAQUE
(� SEE DETAIL)/tu
r
.001
60' FRONT SETBACK
\ (INCREASED BY 35
FEET �' TO�IsIGHT)
44,
9.00
WETLANDS
STAKING NOTES
I. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF TURNED DOWN WALK,
EDGE OF PAVING, BUILDING WALL FACE OR PROPERTY LINE.
2. PARKING SPACES ARE q' WIDE MINIMUM EXCEPT HANDICAP SPACES WHICH
ARE 8.0' WIDE MINIMUM WITW 5.0'AISLES.
3. REFER TO ARCHITECTURAL DRAWING5 FOR DIMEN51ON5 OF THE BUILDING.
4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL CONFLICTS
PRIOR TO THE BEGINNING OF CONSTRUCTION.
5_ ALL CURB AND GUTTER ON51TE SHALL BE 24" WIDE. ALL CURB AND GUTTER
IN THE PUBLIC RIGHT OF WAY SHALL BE 30" WIDE.
6. TRANSITION FROM 30' TO 24" CURB AND GUTTER 15 TO OCCUR ON-51TE.
THIS TRANSITION SHALL BE 10' LONG IMMEDIATELY ADJACENT TO PUBLIC
RIGHT OF WAY.
7. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY
STANDARDS AND SPECIFICATIONS.
-&- I 6-,l%It4.e..+
WATER LINE
N
55' REAR SETBACK
(INCREASED BY 35
FEET DUE TO
BUILDING HEIGHT)
WETLANDS
PAQU - ,
(75%aOOPAQUE
SEE DETAIL) _ I
/ 01
60' FRONT SETBACK
(INCREASED BY 35 ,
FEET DUE TO ,
BUILDING NI;IGHTA Qj ,
cP J
i
/ 1
U
�r
/ aC �/� �. _ / �► ��_.��' ` r-- POOL BLDG.
0 60 120 180
SCALE 1" = 60'
ELAM, TODD, d'AMBROSI
URBAN PLANNING • LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING • LAND USE CONSULTING
2601 VVF-STON PKVVY, STE_ 203
CARY, NORTH CAROLINA 27513 USA
OFFICE 919.678.1071
FAX [phone]
EMAIL, etd@e*&com
VENETIAN
BAY
SOUTH
STAKING
PLAN
CLIENT:
GEER STREET PROPERTIES
P.O. BOX 1859
WAKE FOREST, NC 27588
TEL. [phone]
ENGINEER:
NORRIS, KUSKE, AND TUNSTALL
CONSULTING ENGINEERS INC.
902 MARKET STREET
WILMINGTON, N.C. 28401
1. SURVEYOR:
` BRUNSWICK SURVEYING, INC
1027 SABBATH HOME RD
SUPPLY, NC 28462
1 Drawn By: BMH
POOL Checked By: BDM
Dom: 08 AUG 05
Proj#: 2504004
Revisions
/ / l STAFF REVIEW 10-23-05
STAFF REVIEW 12-14-05
41' 51 DE SETBACK
(INCREASED BY 35
' FEET DUE TO
BUILDING HEIGHT)
THIS PLAN HAS BEEN REVIEWED
FOR EASEMENTS ONLY AND
HAS BEEN APPROVED FOR
EASEMENTS ONLY BY THE
COUNTY ENGINEER
SHEET
S-3