43-04 Oversized Plans

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STUMP SOUND TOWNSHIP, ONSLOW COUNTY
NORTH CAROLINA
ONSLOW COUNTY
PETE DEAVERJECHNICAL OPERATIONS SUPERVISOR
232 GEORGETOWN .O.
POST OFFICE BOX 1415
NORTHCAROLINA 28540
(910) _ 1 •
SEASIDE DEVELOPERS, LLC
MARK EVANS
785 NEW RIVER INLET ROAD
NORTH TOPSAIL BEACH, NORTH CAROLINA 2840-0
POST OFFICE BOX 2294
WILMINGTON, NORTH CAROLINA 28401
(910) 3
CAVANAUGH AND ASSOCIATES, P.A.
5919 OLEANDER DRIVE, SUITE 103
WILMINGTON, NORTH CAROLINA 28403
[phone]/[phone] (fax)
1 - COVER AND LEGEND
2 - OVERALL SITE PLAN
3 - WATER LINE PROFILES
4 - SEWER LINE PROFILES
5 - FORCE MAIN PROFILE
AND PUMP STATION DETAILS
6 - SEWER LINE DETAILS
7 - WATER LINE DETAILS
SURF
LEGEND
WATER
SANITARY SEWER
SEWER FORCE MAIN
BUFFER
PROPERTY LINE
WATER VALVE
FIRE HYDRANT
WATER METER
SEWER CLEANOUT
.ONCRETE MONUMENT
IRON PIPE/ROD
CONTOUR
LOT NUMBERS
PROPOSED
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FM -
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PRO,ECT SPECIFICATIONS
PROPOSED
6" SDR21 PVC WATER LINE
615 LF
PROPOSED
FIRE HYDRANTS
1
PROPOSED
3/4" HI)PE SERVICE CONNECTIONS
13
PROPOSED
8" SDR=S`� PVC GRAVITY SANITARY SEWER
430 LF
PROPOSED
4" SDR3` PVC GRAVITY SANITARY
13
SEWER CLEAN —OUTS
PROPOSED
3" SDR•' � PVC SANITARY SEWER
82 LF
FORCE MAIN
V2
ti,°IC]NI7'Y MAP
NOT TO SCALE
Solutions through integrity and partnership
REVISION 1: DECEMBER 8, 2003
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW .1
OATS: NOVEMBER 26, 2003
PROJ. NO.: 4.03.040 ��HEET 1 OF 7

PROPOSED WATER LINE "A" IV I I �I
10
10
EXISTI
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5
5
PROPOSED 6"
-GATE VALVE
STA. 0+04.41
PRO
GA
OSED 6
VALVE
-
PR4OPSL NE " SDR21 PVC
WATER0
--
E TO EXISTING
10" WATER LINE-
E TO ROPOSE
6" SDR21 PVC —
WATER LINE
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UTILITY SEPARATION
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1. WATER AND SEWER LINES
A — 10.0' MINIMUM LATERAL SEPARATION
OR
14
S,.)m
SEPARATE DITCHES WITH 18" MIN
DISTANCE BETWEEN BOTTOM OF WATER
LINE PIPE & TOP OF SANITARY
qll
SI WER PIPE.
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EXCEPT
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B — WA TER LINE UNDER SEWER LINE,
B0TH piPES SHALL BE OF FERROUS
°
MATERI bILS, 10.0' EITHER SIDE OF CROSSING
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2. WATER STORM SEWER LINES — 1.0' MIN
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3. SANITAP I" SEWER & STORM SEWER — 1.5' MIN
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HORIZONTAL SCALE: 1 Al = 40'
VERTICAL ,SCALE: I" = 4
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PROPOSEDWATER SINE B
-..
EWER SERVICE LINE
r—PROP. 4- SDR,15 PVC
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SERVICE LINE
1
SEWER SERVICE LINE —1
,SERVICE
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UTILITY SEPARATION
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1. WATER AND SEWER LINES
A — 10.0' MINIMUM I ATERAL SEPARATION
OR
SEPARATE DITCHES WITH 18" MIN
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DISTANCE BETWEEN BOTTOM OF WATER
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LINE PIPE & TOP OF SANITARY
SEWER PIPE.
EXCEPT:
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B — WATER LINE UNDER SEWER LINE,
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BOTH PIPES SHALL BE OF FERROUS
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MATERIALS, 10.0' EITHER SIDE OF CROSSING
2. WATER & STORM SEWER LINES — 1.0' MIN
3. SANITARY SEWER & STORM SEWER — 1.5' MIN
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HORIZONTAL SCALE: 1 = 40
VERTICAL
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Vl iL SCALE: i I " 4 ' rr rrrrrrr�I/t • S Hii `,,,,`�o`J
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VPROPOSED SANITARY SEWER LINE "1" I
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Mill
Mill
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MIN
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Mill
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UTILITY SEPARATION
1. WATER AND SEWER LINES
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A — 10.0' MINIMUM LATERAL SEPARATION
OR
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SEPARATE DITCHES WITH 18" MIN
14
DISTANCE BETWEEN BOTTOM OF WATER
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LINE PIPE & TOP OF SANITARY
SEWER PIPE.0
EXCEPT:
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B —WATER LINE UNDER SEWER LINE,
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BOTH PIPES SHALL BE OF FERROUS
m
MATERIALS, 10.0 EITHER SIDE OF CROSSING
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m
2. WATER &STORM SEWER LINES — 1.0 MIN
3. SANITARY SEWER & STORM SEWER — 1.5' MIN
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HORIZONTAL SCALE.- 1" = 40 � Z A,
VERTICAL SCALE.- 1 " = 4
3
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PROPOSED SANITARY SEWf7R LINE 2 o
10
to
+40
10
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5
5
-XISTING
0
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0.40%
120.
F.
8' SDR35 PVC
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UTILITY SEPARATION
1. WATER AND SEWER LINES
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A — 10.0' MINIMUM LATE'' L SEPARATION
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OR
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SEPARATE DITCHES /KITH 18" MIN
DISTANCE BETWEEN F:OTTOM OF WATER
LINE PIPE & TOP Of SANITARYct
SEWER PIPE.
EXCEPT:
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B — WATER LINE UNDER `-t;WER LINE,
BOTH PIPES SHALL BE OF FERROUS
W
MATERIALS, 10.0' EITHER ,SIDE OF CROSSING
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2. WATER & STORM SEWER LINES — 1.0' MIN
3. SANITARY SEWER & STORM SEWER — 1.5' MIN
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HORIZONTAL SCALE:1 " =4 0 ' - SEA
PWRTICAL SCALE.- 1 " -- 4 ' = •: `�
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NOTES:
(1) ALL PIPE ENTRANCES IN TANK WALLS SHALL BE GROUTED WITH TYPE "S" MORTAR.
(2) PROPER OPERATION OF VALVE BOX DRAIN LINE TO BE VERIFIED BY CONTRACTOR PRIOR TO
COMPLETION.
(3) PUMP CONTROL. FLOAT ELEVATIONS TO BE ESTABLISHED PRIOR TO PUMP OPERATION.
PROPER CONTROL FLOAT OPERATION TO BE VERIFIED BY OWNER PRIOR TO CONTINUOUS
PUMP STATION OPERATION.
(4) PUMP GUIDE RAILS TO BE INSTALLED IN ACCORDANCE WITH PUMP MANUFACTURER'S SPECIFICATIONS
PROPER GUIDE RAIL OPERATION TO BE VERIFIED BY CONTRACTOR PRIOR TO COMPLETION.
(5) ALL GASKETED JOINTS SHALL BE INSPECTED FOR LEAKS PRIOR TO CONTINUOUS PUMP STATION
OPERATION.
(6) PUMP STATION PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC OR GREATER
OR 316 STAINLESS STEEL
(7) PIPE LENGTHS SHOWN AS APPROXIMATE. EXACT PIPE LENGTHS SHALL BE VERIFIED BY
CONTRACTOR PRIOR TO INSTALLATION.
(8) GUIDE RAIL BASE SHALL BE ANCHORED WITH 3/4 INCH DIAMETER 316 STAINLESS STEEL
ANCHORS AND BOLTS.
(9) TOP OF VALVE BOX SHALL BE SET AT LEVEL ELEVATION WITH PUMP STATION TANK TOP.
(10) ALL INTERIOR WET WELL HARDWARE, INCLUDING ANCHORS AND BOLTS, SHALL BE TYPE 316
STAINLESS STEEL OR BETTER.
(11) CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTED OR EXCESS MATERIALS
UNLESS OTHERWISE DIRECTED BY THE OWNER.
(12) ALL UNDERGROUND UTILITIES IN AREA OF EXCAVATION SHALL BE LOCATED BY CONTRACTOR
PRIOR TO COMMENCING CONSTRUCTION.
(13) CONTRACTOR SHALL PROVIDE CONTROL PANEL FOR DUPLEX PUMP STATION INCLUDING
EXTERNAL VISUAL ALARM AND AUDIO ALARM.
(14) CONTROL PANEL AND FLOW METER READ-OUT SHALL BE MOUNTED IN ACCORDANCE WITH
ALL APPLICABLE EMI IILDING AND ELECTRICAL CODES.
UTILITY SEPARATION
1. WATER AND SEWER LINES
A - 10.0' MINIMUM LATERAL SEPARATION
OR
SEPARATE DITCHES WITH 18" MIN
DISTANCE BETWEEN BOTTOM OF WATER
LINE PIPE & TOP OF SANITARY
SEWER PIPE.
EXCEPT:
B - WATER LINE UNDER SEWER LINE,
BOTH PIPES SHALL BE OF FERROUS
MATERIALS, 10.0' EITHER SIDE OF CROSSING
2. WATER & STORM SEWER LINES - 1.0' MIN
3. SANITARY SEWER & STORM SEWER - 1.5' MIN
-_•
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SUBMERSIE
HORIZONTAL
SCALE:
1 " =
40
VERTICAL
SCALE:
1 " =
4'
OF PUMPS
6'-0" INSIDE DIAMETER 2'-0" 4'-6"
MINIMUM MINIMUM
PUMP STATION
NOT TO SCALE
11 - PLAN VIEW
HALIDAY ALUMINUM
HATCH COVER
W/LOCKING HASP
d° d
GND. ELEV. = 5.00
III —III —III PROPOSED
°
IIII LIFT -OUT
I) I CHAIN
PROPOSED 6'-0" DIA
LIFT STATION TANK —�
d .
d 316 STAINLESS
STEEL SCH 40
GUIDE RAILS
TO BE INSTALLI
PER MANUFACI
SPECIFICATIONS
3/16" ANTI -SIPHON HOLE OR AS PER
MANUFACTURER'S RECOMMENDATION
PROPOSED 8" PROPOSED
INFLUENT PIPE GRINDER
INV. IN PUMP
ELEV. _ -1.95
4" VENT PIPE,
SCREENED
TOP ELEV.
6.00
a - a
CLASS 30 CAST IRON CHECK VALVE
W/STAINLESS STEEL HINGE, SHAFT
2)-0" 3' X 4'
MINIMUM HALIDAY ALUMINUM HATCH COVER
W/LOCKING HASP o
oTl=
-I a
ELASTOMERIC BOOT(TYP.)\
MAGNETIC FLOWMETT'R
TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
PRECAST CONCRETE VALVE BOX
TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
MAGNETIC FLOC A'METER
TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS TO READ-OUT ATTACHED
SHALL INCLUDE PLOW RATE READ-OUT TO ELECTRICAL PANEL.
AND FLOW T TA.IZATION. INSTALL PER MANUFACTURER'S
SPECIFICATIONS
GATE
VALVE CHECK VALVE
3" 316 STAINLESS STEEL PIPE 3" DIP o
INV. OUT EL. 2 (MAX) SUPPORT LEG &SADDLE TTYP SLOP
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TYPE "S" MORTAR CONCRETE a d
TANK FILLET TO BE INSTALLED
BY CONTRACTOR =
a d d
a d °
a
d ; °
d d'
°
�1 1/ 4" SCH 40
PVC PIPE
MECHANICAL BALL
FLOAT (TYP.)
D
HIGH LEVEL ALARM
C
LAG PUMP ON
B
PUMP ON &
LAG OFF
SUPPORT
o DISCHARGE
ELBOW
0
A
FLANGE p a.
b,
0
D p �
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d. °.
PUMP STATION
NOT TO SCALE
1 - SECTION
PUMP OFF
WW BOT. ELEV. _ -3.95
12"
12"
000°00000°0 ooC
8" THICK (;OMPACTED (95% PROCTOR)
ABC STONE BASE
12" THICK COMPACTED (95% PR0(-TOR)
ABC STONE BASE
a'
-
s
x
a
" SDR35 PVCI L
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�oC L 1" PVC CONDUIT
SHALL BE SEALED
WITH WATER-11GHT
CAULKING, BOTH ENDS
TIE INTO EXISTING
6" FORCE MAIN
PUMP DATA —
PUMP
STATION #1
DESIGN FLOW AVG. DAILY
3.25
GPM
DESIGN FLOW PEAK
8.125
GPM
SELECTED PUMP RATE
Q
50 GPM
TOTAL DYNAMIC HEAD
TDH
16.15
FT.
PUMP HORSE POWER
HP
3 HP
PUMP SPEED RPM
3500
RPM
ELECTRICAL SUPPLY
230
V
PHASE
1
FORCE MAIN SIZE
3
FORCE MAIN LENGTH
82
FT. :]
LIFT STATION
LEVEL FLOAT SETTINGS
A
B
C
D
LIFT STATI
DIA.
-1.95
-1.45
-0.95
-0.45
6'-0"
)N TANK
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EXISTING ROAD
3'-0"
E
TRENCH WALLS
\ MAY BE SLOPED
6" LAYCIZS OF CONDUCTIVE TRACER TAPE
HAND 'LACED
COMPACTED BACKFILL.
SEE SPECIFICATIONS
1 Q
PROVIDE UNIFORM __ ! VARIABLE THICKNESS
AND CONTINUOUS \ �� OF SUITABLE MATERIAL
SUPPORT OF PIPE TO BRING TO GRADE.
BARREL BETWEEN
BELL HOLES
NOTE: SOIL FROM TRENCH TO BE PLACED WHERE RUNOFF WILL RETURN TO THE TRENCH.
CLASS C BEDDING FOR PVC PIPE &
LIMITS OF DISTURBANCE
DETAIL
SCALE: NOT TO SCALE 6
rnincoc
a unnr r nnrnrn /nnrrna r a r\
�— CARRIER PIPE ENCASEMENT PIPE
NOTES-
1—NORMAL SPACING FOR SPIDERS IS 3 PER 18 FOOT LENGTH OF PIPE, ONE SUPPORT
AT EACH END AND A SUPPORT AT 9 FOOT CENTER.
2—ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION
3—FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE.
STAINLESS STEEI
ON I EARCH FOOT
El
ELE\
BORING AND JACM
DETAIL
SCALE: NOT TO SCALE
0
ASEMENT PIPE
3/8" STAINLESS STEEL PLATE
VUOUS WELD
SIDES (TYP.)
TRAFFIC WEIGHT PLUG
3"- 6" E
COST OF CONCRETE TO ,
BE INCLUDED IN UNIT PRICE
OF CLEAN OUT.
MINIMUM 3000 PSI
CONCRETE BLOCKING
6"-45• WYE-----
FLOW
6" DUCTILE
IRON PIPE
6,r
NOTES: 24"
1. CONCRETE COLLAR NOT NEEDED WHEN
CLEANOUT OCCURS IN CONCRETE PAVEMENT.
2. DUCTILE IRON PIPE AND FITTINGS TO BE
USED IN CONCRETE BLOCKING.
CLEAN OU T
DETAIL
SCALE: NOT TO SCALE 6
E—�F— - V0.004
TEE INTERSECTION
45' BEND
CONCRETE COLLAR'
6" DUCTILE IRON RISER
SECTION
45• BEND
6"DUCTILE
M IRON PIPE
CAP A I THIS POINT WHEN
USED AS END OF LINE
CLEAN OUT.
NOTES:
1. CONCRETE SHALL BE 5000 PSI.
2.CONCRETE SHALL NOI CONTACT
BOLTS OR ENDS OF MEvCHANICAL
JOINT FITTINGS.
3.TRENCHES SHALL COhIFORM TO
STANDARD DETAIL 15/I;328
4.SEE STANDARD THRUST BLOCK
TABLE, 21 /36 FOR AWEA OF
CONCRETE REQUIRED.
5.ALL BENDS AND INTERSECTIONS SHALL
HAVE CONCRETE THRi r.'ST BLOCKING
THRUST BLOCK AREA
STANDARD THRUST BLOCKING VIEWS
DETAIL 5
SCALE: NOT TO SCALE 6
I lk
PROPOSED 3" SDR35 P
FORCE MAIN
EXIST. 6" -
FORCE MAIN
PROPOSED 3" BRASS
CHECK VALVE
MINIMUM 3000 PSI
CONCRETE BLOCKING
PROPOSED 6"
DIP-45' WYE
1 FLOW -�•-
I EXIST. 6"
FORCE MAIN
24" —� 6"
NOTES:
1. DUCTILE IRON PIPE AND FITTINGS TO BE
USED IN CONCRETE BLOCKING.
2. CONTRACTOR TO VERIFY EXISTING FORCE
MAIN MATERIAL
FM CONNECTION -- PLAN VIEW
DETAIL r3
SCALE: NOT TO SCALE 6
REACTION BEARING AREAS FOR
HORIZONTAL SEWER FORCE MAIN BENDS
BASED ON TEST PRESSURE OF 200 P.S.I. (ALL AREA IN SQUARE FEET)
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1
45
191
PLi1G
40,213
10
21
25
5 1
5
10 1
41 1
5
.l�SZTL�;
REAC110N BEARING AREAS ARE IN SQUARE FEET MEASURED IN A
VERTWAL, PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90' TO THE THRUST VECTOR.
USE (;--W BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFM FACTOR
THRUST BLOCKING DESIGN QUANTITY TABLE
DETAIL r6
SCALE: NOT TO SCAI..E 6
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