20110119 Ver 1_Site Plan_20110204

Strickland, Bev
From: Ray Maxwell [[e-mail]]
Sent: Friday, February 04, 2011 9:16 AM
To: Strickland, Bev
Subject: RE: DWQ# 11-0119 High Shoals Interconnect Project
Attachments: Orig Dwgs 17JAN11.pdf
Ms. Bev,
Attached is a pdf file for the High Shoals outfall portion. As you are probably aware, the design was completed by two
separate firms (Willis and HDR). The attached file is from Willis Engineers and includes the section from Hardin Road,
north through the City of High Shoals, HDR will forward a file for their section later today. Thanks.
From: Strickland, Bev FmaiIto: bev.stricklandCabncdenr.gov]
Sent: Friday, February 04, 20118:21 AM
To: Ray Maxwell
Subject: DWQ# 11-0119 High Shoals Interconnect Project
Mr. Ray,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and white 300dpi,
not grayscale or color) for the project listed above. If the plans are too large to store in TIF format, they can be stored in PDF.
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mailing Address -1650 Mail Service Center, Raleigh, NC 27699-1650
Physical Address - 9th Floor Archdale, 312 North Salisbury St., Raleigh, NC 27604
[phone] [e-mail]
----------------------------------------------
I )e information ri)ntained in this enwii and attachments is intender only for the use of the individual(s) or entity named above. If tile reader of k 7is
messa e Is not the intended recipient, you are hereby notified that anv reliance (in, € se, disclosure, distri:)ution, or copying of this e-mail 7s prohibited. 'f
Vogl have, received this e :: d in error, please immediately notify sender by return email and destroy the original messag . l,his e-Heil may or may not
have beer] scanned for viriz.ses.
No- ice: l-n"tat correspondence to and from this 3ddr{'tiS YTlal' be :sUi7j£'.£'t to the N{)Ch Carolina Public Records Law and may be d1tii:lOJCU' to fill l`d
- IV (---
COUNTY OFFICIALS
CHAIRMAN
COMMISSION
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COUNTY MANAGER
DIRECTOR OF PUBLIC WORKS
DONNIE LOFTIS
CHAD BROWN
JOE CARPENTER
ALLEN FRALEY
TOM KEIGHER
TRACY PHILBECK
MICKEY PRICE
JAN WINTERS
RAY MAXWELL, P.E.
CONTRACT DRAWINGS
SEWER SYSTEM
IMPROVEMENTS
CONTRACT 1.0 - HIGH SHOALS AREA
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NORTH
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DAMAGE.
2. ALL EXISTING CONCRETE CURB, SIDEWALK OR
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THE NEAREST JOINT.
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& NEATLY RESURFACED.
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CONTROL MEASURES REQUIRED BY THE NC SEDIMENT
AND EROSION CONTROL COMMISSION.
5. PROPERTY LINES AND RIGHT-OF-WAYS AS SHOWN
ARE APRROXIMATE.
6. ALL NEW FORCE MAINS SHALL HAVE A MINIMUM 3
FT. COVER, UNLESS OTHERWISE NOTED.
7. BENCHMARKS AND CONTROL SHALL BE PROVIDED TO
THE CONTRACTOR FOR CONSTRUCTION.

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NOTES:
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2. CONTRACTOR SHALL RESTORE DAMAGED
SIDEWALKS TO THE NEAREST JOINT.
41
810
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SHOWN. ALL DISTURBED DRIVEWAYS SHALL
N 65' 37' 22" W N 68' 07' 01 ° W N 76' 23' 28" W BE RESTORED WITH LIKE MATERIALS.
377.45' 353.92' 90.03'
2. CONTRACTOR SHALL RESTORE DAMAGED
SIDEWALKS TO THE NEAREST JOINT.
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- 46
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TYPE III
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- - - - - ? - - - - - - - Z(TO BE ABANDONED)
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x VAULT WELL x
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40' x 40' FENCE
ELECTRICAL RACK WITH 12' GATE
x x
GRASS
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x x
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x r
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ELECTRICAL SITE PLAN
UTILITY
METER
x
-N
NOTES:
1. AREA IN FENCE SHALL HAVE A MIN. 8" ABC STONE SLOPED
AWAY FROM STRUCTURES.
2. PROVIDE LEYLAND CYPRESS MINIMUM 4 FEET HIGH, 5 GALLON
CONTAINERS. PLANT ON 6 FOOT CENTERS, 10 GALLON PIT.
BACKFILL WITH MIXTURE 1/2 PEAT MOSS, 1/2 EXISTING SOIL.
PROVIDE PINE BARK MULCH, MINIMUM 4 INCH THICK.
3. CONTRACTOR SHALL PROVIDE A CONCRETE PAD FOR PAD
MOUNTED TRANSFORMER BY LOCAL UTILITY PROVIDER.
DIMENSIONS AND REINFORCING SHALL CONFORM TO THOSE
REQUIRED BY LOCAL UTILITY. COORDINATE LOCATION WITH
LOCAL UTILITY.
SEWER SCHEDULE
STRUCTURE INV. OUT INV. IN FROM SLOPE
MH 62 707.18 - EX -
WET WELL - 707.00 62 0.005 FT/FT
TELEPHONE
TERMINAL
POWER AND TELEPHONE
SERVICE. PROVIDE PVC
CONDUIT SLEEVES AS
REQUIRED BY UTILITY.

2'-0" x 2'-0" SINGLE
LEAF ACCESS DOOR
WITH FRAME DRAIN -
3'-0" x 3'-0"
PRECAST CONCRETE
EMERGENCY BYPASS
CONNECTION VAULT
5' DIA. PRECAST
CONCRETE WET WELL
F
I c
I I I
3'-0" X 3'-0"
ACCESS LOCKABLE HATCH
THRUST REfRAINT
I r---? I
II II
II II
II II
4" X 6" ENLARGER-,
4" X 4" TEE WITH
THRUST BLOCK
2
20
4" X 4" TEE WITH
1 THRUST BLOCK-\
20 4", 90' BEND
WITH THRUST
BLOCK

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MH
STEPS
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k -
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PIPE STAND
MIN. 6" ABC STONE
11 DIP
2" PVC
W/ BALL
CHECK VALVE
2" GALV.
DISCHARGE PIPE-
CONCRETE
FILLET (TYP)-
MIN. 9" ABC STONE
SECTION 90'
GO-
2",
BEND
4" 90'
BEND
(TYP)
UMINUM MESH
-COMPANION
FLANGE WITH 4"
DIA. OPENING
-4" WALL CASTING
CAST INTO
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OF POSITION)
SCHEDULE OF ELEVATIONS
1Q TOP OF WET WELL 710.00
8" SEWER 6" BLIND FLANGE ® INVERT SEWER IN 707.00
HIGH LEVEL ALARM 706.00
® LAG PUMP ON 705.50
WET WELL
Q5 LEAD PUMP ON 705.00
1 0 0 © PUMPS OFF 703.00
PUMP 1 20 6" RJ PLUG VALVE ?? Q INVERT OF WET WELL 701.00
MP WITH EXTENDED 8" WASHED
STEM, NUT AND STONE
O ? ROAD BOX.
PUMP 2
6" X 6" X 6" TEE 6" FLANGED
90' BEND
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020)

PLAN AT FINISHED GRADE
6" DIP
FORCE
MAIN -
VICTAULI,
COUPLIN 2" DRAIN
COUPLING
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VALVE
0
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VAU LT
B'-0"
4' DIP VENT
WITH SCREEN
2'-0" X 3'-0"
ACCESS LOCKABLE
HATCH
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VALVE 2" DRAIN
8'-0"
X" TAP W/ X" BALL
VALVE AND PRESSURE
GAUGE (TYP)
4'-0" X 4'-0" PRECAST
CONCRETE VALVE VAULT
4" RJ PLUG VALVE
4" BLIND FLANGE
AUTOMATIC TRANSFER SWITCH.
70A 120/208V 3 PHASE 4 WIRE.
3-POLE TRANSFER, WITH SOLID
NEUTRAL ASSEMBLY. 1
AUTO DIALER 4#4 +
DUPLEX MOTOR CONTROLLER 1#8 GND
208V, 3 PHASE SINGLE POINT 3#4 +

POWER SUPPLY CONNECTION.
1#I GND 1 1/4"C
NEMA 4 STAINLESS STEEL ENCLOSURE. 1 1/4"C PANEL
40A 3P MOLDED CASE CIRCUIT BREAKER RS
AND NEMA SIZE 1 FVNR MAGNETIC 1
STARTER FOR EACH PUMP MOTOR. LJ
BIMETALLIC AMBIENT-COMPENSATED THERMAL )
OVERLOAD RELAYS. ALTERNATOR CONTROL. I) I) ^-
CABLES FOR MOTOR CIRCUITS AND
LEVEL SENSORS PROVIDED BY PUMP
SUPPLIER. PROVIDE SUITABLE CONDUITS
AND INSTALL CABLES AS REQUIRED.-7
WET WELL

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SENSORS I I
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I 5.0 HP
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ASSEMBLY. UL LABEL FOR SERVICE ENTRANCE USE.
4#4
1 1/4"C
O
70A 3P
OUTPUT
CIRCUIT
BREAKER
UTILITY SOUND-ATTENUATING
METER (WEATHERPROOF
ENCLOSURE
ENGINE GENERATOR SET
15 KW 18.75 KVA ® .8PF

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COPPER CABLE DIRECT BURIED I 1 1/2"C I FOR HEATER, BATTERY
36" BELOW FINISHED GRADE -Q CHARGER, AND SERVICE
1
- - -
- - - - - - - OUTLET
- -
ELECTRICAL RISER DIAGRAM
STEEL CHANNEL
SECTION C4
7.25 LBS/FT
DUPLEX PANEL AUTOMATIC
PUMP RS TRANSFER
CONTROL - SWITCH
PANEL
MAIN
o CIRCUIT
= BREAKER
io
UTILITY METER
GFI BEHIND BREAKER
RECEPT
z II II II II II II I
a g II II II II II u u ?
II II II ??
CLASS "C" 11
CONCRETE 12" D
MIN. WET
WELL 6" THICK X 4'-0" WIDE
CONCRETE SLAB WITH CHANGE OVER
#4 ® 12" OC EW. TO SCH 60
VERIFY LENGTH OF SLAB. PVC- TYPICAL
ELECTRICAL RACK AND GENERATOR PAD
ENGINE
GENERATOR
SET
10"
MIN.
10" THICK CONCRETE SLAB
WITH #4 ® 12" OC EW EF
VERIFY DIMENSIONS WITH
EQUIPMENT MANUFACTURER.
KVA WIRE BRKR CKT ABC
LOAD LOAD SERVED SIZE AMPS NO. CKT BRKR WIRE
ND. AMPS SIZE
LOAD SERVED KVA
LOAD

n 70A MAIN BREAKER

1- _
"-2 20
LIGHTING
.2
12.0 DUPLEX PUMP 4 80 3 20 RECEPT .4
CONTROL 5 - "-6 20 RECEPT - GENERATOR .4
SPARE 20 7 "-8 20 BATTERY CHARGER .4
SPARE 20 9 "-10 20 GENERATOR HEATER 1.5
SPARE 20 11 "-12 20 SPARE
SPACE ONLY 13 "-14 SPACE ONLY
SPACE ONLY 15 "-16 SPACE ONLY
SPACE ONLY 17 r' "-18 SPACE ONLY
SQUARE D TYPE NQOD NEUTRAL BUS GROUND BAR
SURFACE MOUNTED
NEMA 3R ENCLOSURE.
120/208V 3 PHASE 4 WIRE
70A MAIN BREAKER ® TOP LOAD TAB ULATION
COPPER BUSSES, NEUTRAL,
AND EQUIPMENT GROUND BAR. CATEGORY GROSS USE NET
10,000 AIC UGHTING .2 0 -%= -.-
MOTORS 12.0 0 - %= -.-
RECEPTACLES .8 0 - %= -.-
MISCELLANEOUS 1.9 ® -%= _
PANEL RS TOTALS 14.9 ® - %= -.-
SCHEDULE

HID UTILITY LIGHT
150W HPS. 120V, PLUG-IN
PHOTOELECTRIC CONTROL
GE 201SA-SERIES
25 FT. CLASS 4
WOOD POLE.
SOUTHERN YELLOW
PINE. PENTACHLORPHENAL
FULL-LENGTH
PRESSURE
TREATED. ---?
0
I
In
ENGINE GENERATOR SET IN
WEATHERPROOF ENCLOSURE
WITH SUB-BASE FUEL TANK
CAST JUNCTION
BOX NOTES:
1. AREA IN FENCE SHALL HAVE A MIN. 8" ABC STONE
SLOPED AWAY FROM STRUCTURES.
2. PROVIDE LEYLAND CYPRESS MINIMUM 4 FEET HIGH, 5
2#12 + 1#12GND GALLON CONTAINERS. PLANT ON 6 FOOT CENTERS, 10
3/4" FROM GALLON PIT. BACKFILL WITH MIXTURE 1/2 PEAT MOSS,
120V SOURCE 1/2 EXISTING SOIL. PROVIDE PINE BARK MULCH,
MINIMUM 4 INCH THICK.
3. CONTRACTOR SHALL PROVIDE A CONCRETE PAD FOR PAD
MOUNTED TRANSFORMER BY LOCAL UTILITY PROVIDER.
DIMENSIONS AND REINFORCING SHALL CONFORM TO
THOSE REQUIRED BY LOCAL UTILITY. COORDINATE
LOCATION WITH LOCAL UTILITY.
UTILITY LIGHT DETAIL
x x

x x
UTILITY
METER

POWER AND TELEPHONE
SERVICE. PROVIDE PVC
CONDUIT SLEEVES AS
REQUIRED BY UTILITY.
TELEPHONE
TERMINAL
\ 2#10 +
1#12 GND
3/4" C
LIGHT POLE.
SEE DETAIL
x
x x
X -X X -X
GENERATOR ELECTRICAL RACK
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ENLARGED PLAN

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PRECAST CONCRETE
EMERGENCY BYPASS
CONNECTION VAULT
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II II
II II
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LEAF ACCESS DOOR
WITH FRAME DRAIN
F- 7
L_ - J
3'-0" X 5'-0"
ACCESS LOCKABLE HATCH
6' DIA. PRECAST
CONCRETE WET WELL
4' DIP
VENT WITH
SCREEN
2'-0" X 4'-0"
ACCESS LOCKABLE
HATCH
PLAN AT FINISHED GRADE
FINISHED
GRADE -
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I
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6"
MH
STEPS
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?II -4-
2" PVC
W/ BALL
CHECK VALVE
2" GALV.
DISCHARGE PIPE
CONCRETE
FILLET (TYP)
MIN. 9" ABC STONE
23
t 2" 2
DRAINI
4" BLIND FLANGE
4" RJ PLUG VALVE
4" DIP FORCE MAIN p
1
23
4" X 4" TEE
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STA. 10+18 2
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6'-0"
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34" TAP W/ %" BALL
VALVE AND PRESSURE
GAUGE (TYP) f VALVE I VALVE CHECK
4", 90' BEND
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VICTA
COUP
(TYP) ULIC
LING
8'-0"
VAULT FLEXIBLE
COUPLING
O
PUMP 1
O
PUMP 2
O
2" DRAIN PUMP 3
4" PLUG
VALVE 8" SEWER
8'-0"
PLAN AT WET WELL
4'-0" X 6'-0" PRECAST
CONCRETE VALVE VAULT
1
SECTION (23

SCHEDULE OF ELEVATIONS
WET WELL
1
23
4" BLIND FLANGE
??o 0
4" RJ PLUG VALVE
WITH EXTENDED 8" WASHED
STEM, NUT AND STONE
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90' BEND
-r;? 2
SECTION 23
4" BLIND FLANGE
W/ 2" THREADED TAP
4" 90'
BEND
(TYP)
UMINUM MESH
(1
COMPANION
FLANGE WITH 4"
DIA. OPENING
2" 90• -'--4" WALL CASTING
BEND CAST INTO
WETW?ELL TOP
NEW 8" SEWER
(SHOWN OUT OF POSITION)
1Q TOP OF WET WELL 683.50
® INVERT SEWER IN 669.95
Q HIGH LEVEL ALARM 669.00
® THIRD PUMP START 668.00
SECOND PUMP START 667.50
© FIRST PUMP START 667.00
(7 PUMPS OFF 665.00
® INVERT OF WET WELL 663.00
!? 5i%[ 11
AUTOMATIC TRANSFER SWITCH.
100A 120/208V 3 PHASE 4 WIRE.
3-POLE TRANSFER, WITH SOLID
NEUTRAL ASSEMBLY. -1
AUTO DIALER 4#3 +
TRIPLEX MOTOR CONTROLLER 1#8 GND
208V, 3 PHASE, SINGLE POINT 3#4 + "

POWER SUPPLY CONNECTION.
1#8 GND 1 1/4
C
NEMA 4 STAINLESS STEEL ENCLOSURE. 1 1/4'C PANEL
40A 3P MOLDED CASE CIRCUIT BREAKER HR
AND NEMA SIZE 1 FVNR MAGNETIC
STARTER FOR EACH PUMP MOTOR. LJ
F
IMETALLIC AMBIENT-COMPENSATED THERMAL
B ?[
OVERLOAD RELAYS. ALTERNATOR CONTROL. -
CABLES FOR MOTOR CIRCUITS AND
LEVEL SENSORS PROVIDED BY PUMP
SUPPLIER. PROVIDE SUITABLE CONDUITS
AND INSTALL CABLES AS REQUIRED.-7
WET WELL
- -L - F

IQUID I
1
L
SENSORS

5.0 HP 5.0 HP 5.0 HP
I I I
SUBMERSIBLE PUMPS
,,W?ICARo,/
-
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SEAL
17710 c'
STEEL CHANNEL
SECTION C4
7.25 LBS/FT KVA
LOAD
LOAD SERVED N1RE
SITE BRKR
AMPS CKT
NO. CKT
A BC NO. BRKR
AMPS WIRE
SIZE
LOAD SERVED KVA
LOAD
TRIPLEX PANEL AUTOMATIC ENGINE
PUMP TRANSFER GENERATOR - 100A MAIN BREAKER
CONTROL SWITCH
SET -
PANEL 1 2 20 LIGHTING .2
18.0 TRIPLEX PUMP 4 80 3- r?-4 20 RECEIPT .4
MAIN CONTROL 5- r 6 20 RECEIPT - GENERATOR .4
o -
- CIRCUIT
BREAKER SPARE 20 7 8 20 BATTERY CHARGER .4
CD 10.. SPARE 20 9 10 20 GENERATOR HEATER 1.5
UTILITY METER MIN. SPARE 20 11 12 20 SPARE
GFI BEHIND BREAKER SPACE ONLY 13 14 SPACE ONLY
RECEPT SPACE ONLY 15 16 SPACE ONLY
SPACE ONLY 17- 18 SPACE ONLY
SQUARE D TYPE NQOD NEUTRAL BUS GROUND BAR
z II II II II a ul SURFACE MOUNTED
w II II II II II II 10" THICK CONCRETE SLAB
WITH #4 ® 12" OC EW EF. NEMA 3R ENCLOSURE.
120/208V 3 PHASE 4 WIRE
CLASS "C" I I
I 11 VERIFY DIMENSIONS WITH 100A MAIN BREAKER ® TOP
LOAD TABULATION
CONCRETE EQUIPMENT MANUFACTURER. COPPER BUSSES, NEUTRAL,
12, TO ? AND EQUIPMENT GROUND BAR. CATEGORY GROSS USE NET
MIN. WET 10,000 AIC LIGHTING .2 ® -S = -.-
WELL
6" THICK X 4'-0" WIDE
E
E MOTORS 18.0 ® - %=
RECEPTACLES .8 ® - %= -.-
-.-
CONCRETE SLAB WITH CHANG
OV
R
TO SCH 80 MISCELLANEOUS 1.9 ® - %=
#4 ® 12" OC EW. PVC- TYPICAL PANEL HR TOTALS 20.9 ® - %= -.-
VERIFY LENGTH OF SLAB.
ELECTRICAL RACK AND GENERATOR PAD
SCHEDULE
ATS
GENERATOR
EMERGENCY STOP
PUSHBUTTON
100A 3P 240V MOLDED CASE CIRCUIT
BREAKER. 22,000 AIC. NEMA 4X STAINLESS
STEEL ENCLOSURE. GROUNDABLE NEUTRAL
ASSEMBLY. UL LABEL FOR SERVICE ENTRANCE USE.
1 1/4-C
O
90A 3P
OUTPUT
CIRCUIT
BREAKER
UTILITY SOUND-ATTENUATING
METER (WEATHERPROOF
ENCLOSURE
ENGINE GENERATOR SET
20 KW 25 KVA ® .8PF

SEALOFFS?
(TYPICAL)

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1#8 GND
1 1/4"C

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120/208V 30 4W
POWER SERVICE BY
UTILITY I Fl
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DOUBLE-WALL
SUB-BASE
FUEL TANK
I
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1
1 60 GALLON MIN.
-F
I
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I
- 1
C - BOND TO

- 1 1/2" C J
I GENERATOR
FRAME
i I
1 1/2° C - - ? I I
I
MINIMUM 30' LENGTH #1/0 BARE I 1 #3 GND CONTROLS 1"C WITH CIRCUITS
COPPER CABLE DIRECT BURIED I 1 1/2"C I FOR HEATER, BATTERY
36" BELOW FINISHED GRADE ?Q I CHARGER, AND SERVICE
l - -
/ OUTLET
ELECTRICAL RISER DIAGRAM
POROUS BAFFLE (TYP)
6" OVERFILL
TOP 21" MINf?
?f \
5' MAX.
FILL
INLET
STORAGE AREA
WIDTH (W)
PLAN
0.15L
_f ':?
0.25L
x
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J
0.25L
a
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C9
K
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0.35L
3' MIN.
CROSS SECTION AT OUTLET
J
z CLASS B EROSION
STORAGE CONTROL STONE 15' MIN•I?
AREA WASHED
b STONE 1'- 6"
-r 2
K
I _?? DEPTH (D) n 0 4R00 1
z
SECTION AT CENTER LINE
' STORAGE AREA SCHEDULE
?unniuq
CA DIMENSIONS
1 TRAP NO. D W L WEIR
O4g
T) QQE?SSI
1 4' 10 20' 4'
=o SEAL e?=
17710 TEMPORARY SEDIMENT TRAP
All)
10
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6-mm- iie!T!n
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cmum GJW
6" 90'
BEND
P
J_
EXISTING 6" PVC
FORCE MAIN
THRUST BLOCK
----e
`-EXISTING 6" PVC
FORCE MAIN
NEW 6" DIP (TO BE ABANDONED)
FROM VALVE VAULT
AT PUMP STATION
FORCE MAIN CONNECTION
ON RIVER STREET
MATCH EXISTING UPSTREAM AND
DOWNSTREAM STREAMBANK
OVERFILL 6" i ?p
FOR SETTLEMENT
CLASS B EROSION O 1
CONTROL STONE,
MIN. 18" THICK a 2.0 (MIN)
EMERGENCY BY-PASS NON-WOVEN
6" BELOW TOP OF DAM FILTER FABRIC
STONE SHALL NOT BE PLACED
NATURAL IN BOTTOM OF STREAM
GROUND
NEW SEWER
OR FORCE MAIN
NOTE:
PROVIDE STABILIZATION MIN. 10 FEET EACH
SIDE OF SEWER OR DISTURBED STREAMBANK.
MAX. TYPICAL CREEK CROSSING
GRAVEL SCHEDULE
8" ABC STONE
GRAVEL DRIVEWAY SECTION
NEW 8"
SEWER
TO
WET WELL
FILL EXISTING
WITH CONCRE
E
(
CONNECTION DETAIL
AT MANHOLE
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10'-0" (MIN.)
oC,h
6" (MIN.) RIP RAP
r rn-rinni
NEW MANHOLE
NOTES:
1. OUTLET PROTECTION SHALL BE PROVIDED AT ALL PIPE OUTLETS.
OUTLET PROTECTION
EXISTING SEWER
CAST IRON FRAME
AND COVER MORTAR
BRICK LEVELING
RINGS 24 PRECAST
ECCENTRIC TOP
NON-SHRINK
GROUT
MH STEPS 16" O.C. PRECAST BARREL
4'-0" DIAMETER SECTION
6
3,000 PSI
CONCRETE
t. 1. J
CAST IRON FRAME
MANHOLE AND COVER
1
3
D
z
II
2" SURFACE COURSE EXISTING ROAD
SURFACE
NCDOT TYPE 1-2
6" BLACK BASE 0 0 COMPACTED
OR 12" ABC COMPACTED
STONE E
ST
PIPE LINE
MH STEPS 16"
PAVEMENT REPLACEMENT

3 ``,,III I I I I III JII?'
CARPI
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SI

SEAL
17710 e`er;
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FILTER FABRIC-
WIRE FENCING-
EXTEND FABRIC AND
WIRE INTO TRENCH
AND BACKFILL WITH
COMPACTED SOIL -
BRICK BULKHEADS
(BOTH ENDS)
CARRIER PIPE
PROFILE
CARRIER
PIPE CASING PIPE SIZE
AND WALL THICKNESS
12" 24" X 0.250"
MORTAR
FIN. GRADE r -WELDED STEEL CASING
CASING
SECTION
24 BRICK LEVELING RINGS
PRECAST ECCENTRIC TOP
TRANSITION SLEEVE
(AS REQUIRED)
BRICK DAM
2/3 DIA. -
FILTER FABRIC
WITH WIRE
FENCING N
w
(MAX.) a
18"-24"
4'-0" DIAMETER
,
1s
T
\/T-
SILT CHECK FENCE
3,000 PSI
CONCRETE .'
UNDISTURBED
SOIL
I
DIP w/MECHANICAL
JOINTS
I
I-COMPACTED SOIL
NOTES:
1. PRECAST MANHOLE SHALL BE DESIGNED FOR H-20
LOADS WITH BUTYL SEALS.
2. MASONRY MANHOLES OF SIMILAR SIZE MAY BE USED.
3. MANHOLE RIM SHALL GENERALLY BE 6 INCHES ABOVE FINISHED
GRADE IN UNIMPROVED AREAS AND FLUSH WITH PAVED SURFACES
AND LAWNS.
DROP MANHOLE
LACED AGAINST A

0°
' UNDISTURBED SOIL.
TRENCH WIDTH TO
A 2 A/2
??
1
- NOT EXCEED vu-

r2#4 ® 12" 3/4" GALVANIZED '' ?.' .•' .'' ,' "', N
EFEW TIE RODS '. a
\ ?;.
a
-
4„ X 6„

d' ENLARGER '
-3'-0" MAX-I 3,000 PSI
CONCRETE
P LAN SECTION
"A"
DIMENSION NO. OF
TIE RODS
4" X 6" ENLARGER 3'-0" 4
THRUST RESTRAINT
MIN.
CROSS SECTION
CLASS B EROSION
l`n K1TDn1 CTnKIC -
SECTION AT CENTER LINE
NOTE:
STORAGE AREA SHALL BE 3.0' WIDE, 3.0' LONG
AND 1' DEEP.
SILT CHECK DAM WITH PIT
24' MAX.
AT CENTER
40plw
11 54vJ 11
NOTES:
1. METER BY CITY OF HIGH SHOALS.
2. LEGEND:
11) FLARED CORPORATION STOP - F-600, C-C THREADS.
22) 3/4 INCH COPPER, TYPE K.
31) FLARED CURB STOP, AV 92-323W, WITH LOCK OUT
FEATURE & SPANNER NUT GROOVED FOR WASHER.
® IRON METER YOKE, 5/8"x 3/4", Y-502.
5Q EXPANSION CONNECTION, EC 23.
© YOKE OUTLET PIECE C91-23, GROVED FOR WASHER.
Q7 CONCRETE METER BOX WITH CAST IRON READER LID.
BROOKS METER COMPANY NO. 36 OR CHRISTY CONCRETE
PRODUCTS INC. NO. 36H OR EQUAL.
® RPZ-BACKFLOW PREVENTER.
3. MODEL NUMBERS OF FORD METER BOX COMPANY. EQUIVALENT,
INTERCHANGABLE PRODUCTS OF OTHER MANUFACTURERS
ACCEPTABLE.
SERVICE CONNECTION
0
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NOTES
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SEAL
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IX
BACKFILL
EMBEDMENT 1/2
PIPE DIA
NEW
PIPE 4" MI
TYPE "A" BEDDING
BACKFILL
REINFORCING
STEEL
EMBEDMENT #5 ® 12" EW
NEW
PIPE
ULAR
MATERIAL
TYPE "B" BEDDING
LIMITING TRENCH DEPTH
PIPE TYPE "A" TYPE "B"
MATERIAL BEDDING BEDDING
6" DIP 4'-10' 10'-35'
8" DIP 4'-10' 10'-35'
8" PVC - 4'-20'
12" DIP 4'-10' 10'-30'
12" PVC - 4'-20'
NOTES:
1. TRENCH DEPTHS MEASURED FROM FINISHED GRADE TO PIPE INVERT.
2. PIPE EMBEDMENT SHALL BE PLACED IN A MINIMUM OF 6" LAYERS
AND COMPACTED TO 95% OF THE MAXIMUM LABORATORY DRY
DENSITY AS DETERMINED BY THE STANDARD PROCTOR METHOD.
3. PIPE EMBEDMENT SHALL EXTEND TO FINISHED GRADE FOR PIPELINES
WITHIN ROAD RIGHT-OF-WAY.
UNDISTURBED
EARTH
REINFORCING
STEEL
#5 ® 12" EW
2" X 1/4" GA
STEEL STRAPS
PLAN
BEDDING DETAILS
10'-0" (MAX.)
BARBED WIRE rINTERNAL
CATE POST I BRACE .. CHAIN ?RTOP
AL F
111,,, „ „ q LINK--I CENTER STOP AND \-TRUSS ROD AND
IX o DROP ROD ASSEMBLY---/[-'..' 1--
FENCE TIGHTENER
a M ? AND MANUAL GATE DETAIL
(REINFORCING
f WIRE
GATE STOP
(TYP.)
DIMENSION "A"
PIPE SIZE
FITTING
6'
11.25' BEND 1'-6"
22.5' BEND 1'-6"
45' BEND 2'-0"
90' BEND 2'-6"
TEE 2'-6"
THRUST BLOCK
ELEVATION
1. ALL FACES OF THE BLOCK SHALL REST AGAINST UNDISTURBED SOIL.
2. PIPE JOINTS ARE NOT TO BE ENCASED IN CONCRETE.
3. THRUST BLOCKS REQUIRED AT ALL BENDS & TEES.
4. DIMENSIONS BASED ON 150 PSI TEST PRESSURE 1,000 PSF BEARING
CAPACITY. LARGER SIZES MAY BE REQUIRED AT THE DIRECTION OF
THE ENGINEER.
PLAN
A
THRUST BLOCK
3,000 PSI CONCRETE
/2 t
=UNDISTURBED EARTH
ELEVATION
THRUST BLOCK
3,000 PSI CONCRETE
,/2 '
A
I
3/4" DIA. X 8" L UNDISTURBED
ANCHOR BOLTS L EARTH
3i
12' (MIN)
TEMPORARY CONSTRUCTION EASEMENT
TOP OF BANK-\ 2

1 _
in
N
PERMANENT EASEMENT- -
0" DOUBLE WALL HDPE

1' (MIN)

)
C PIPE CLASS I

RIP RAP N
a
CENTER LINE IV
ILTER
T N

SHED
57 ABRIC 30" DOUBLE WALL HDPE EK

BOT PERMANENT EASEMENT
_
I
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N
STONE CORRUGATED PIPE
20 TOM N

RT PIPE cl?

CREEK
-3" BELOW TEMPORARY CONSTRUCTION EASEMENT
- -
BOTTOM EXISTING CREEK BOTTOM
TYPICAL CREEK CROSS SECTION
NOTE:
NOTE: EASEMENT WIDTHS MAY VARY. THE CONTRACTOR SHALL
CONFINE ACTIVITY TO AREAS SHOWN ON R ECORDED
1. RIP RAP BANK AND STREAM BED 5' UPSTREAM AND
EASEMENT MAPS.
15' DOWNSTREAM of CULVERT TYPICAL RIGHT OF WAY DETAIL
TEMPORARY CREEK CROSSINGS
WEIR LENGTH (L=6')
12'-0'
(MIN.)
STONE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CARS
ESSI
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SEAL 'c=
17710 a
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SILT CHECK
CLASS B EROSION FENCE POST 10,11 CONTROL STONE ?DO
ikk6
FLOW ^^^ ?o
6arl 18" AT CENTER
o°
12" OF NO. 57
WASHED STONE ??I1=11r
FILTER FABRIC
SECTION THROUGH STONE OUTLET
STONE OUTLET DETAIL
FnuL yr v?l?u / \
PLAN FLOW
MI I.CIVILR GT IIIVII JILI
CHECK FENCE
SECTION ALONG FENCE
1'-R"