SW6170401 - The Crossings at Cumberland (3)

A
GENERAL MOTES
1. DEVELOPER INFORMATION:
CUMBERLAND AR INVESTORS, LLC
4423 PHEASANT RIDGE ROAD, SUITE 301
ROANOKE, VA 24014
PHONE: [phone]
2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON
THE JOB SITE AT ALL TIMES.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE AND NCDOT STANDARDS AND
SPECIFICATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION (NC ONE CALL CENTER 1-800-632-4949). COST TO
REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF UNDERGROUND
UTILITIES AS SHOWN ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR.
LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, AND
ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR INFORMATION
REGARDING BURIED UTILITIES.
5, CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES
ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE,
6. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING:
EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD EXAMINATION OR AS 1N DOCUMENTATION PROVIDED BY
THE CLIENT OR ATTORNEY, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE
REGULATIONS AND ANY FACTS THAT A TITLE SEARCH MAY DISCLOSE.
7. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
8. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES
OR IMPROVEMENTS PLACED ON THIS SUBJECT PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS,
ZONING, DOCUMENTS OF RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT BETWEEN
THE DEVELOPER AND THE BUILDER/OWNER.
9. THERE ARE NO WETLANDS OR SURFACE WATERS ON SITE.
10. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND
DETERMINED TO BE SUCH BY OTHERS. THE SURVEYOR'S CERTIFICJTION HEREON CERTIFIES TO THE LOCATION
OF THOSE AREAS, AS STAKED BY OTHERS, BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND PLATTED
HEREON.
11.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS
SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY
AFFECT THE USE OF THIS TRACT,
12.IF THE BASE SURVEY IS LABELED "ZERO LOT LINE" THERE ARE IN ADDITION TO OTHER EASEMENTS SHOWN,
MAINTENANCE EASEMENTS ON ALL INTERIOR LOT LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS
OTHERWISE NOTED, 5 FEET EACH SIDE OF SAID INTERIOR LOT LINE.
13. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING
NOTICE APPLIES TO THOSE STREETS: NO PUBLIC AGENCY IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF
THE PRIVATE STREETS SHOWN ON THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF
PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND ALL REPRESENTATIVES OF GOVERNMENTAL
AGENCIES FOR INGRESS AND EGRESS, AND FOR THE CONSTRUCTION, INSPECTION AND MAINTENANCE OF
PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY OF
THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION.
14.CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO ANY CONSTRUCTION OR GRADING ACTIVITY.
15.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A
PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
16.CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR
EROSION AND SEDIMENTATION CONTROL AND SHALL AT ALL TIMES ADHERE TO THE EROSION AND
SEDIMENTATION LAWS AS PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
ITALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CUMBERLAND COUNTY, AND NCDOT
STANDARDS AND SPECIFICATIONS,
18.00CUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL
CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES.
19.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL.
I
UTILITY MOTES
1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED
ACCORDING TO THE LATEST OSHA GUIDELINES.
2. UTILITY LOCATIONS:
A, NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL
CAROLINA ONE CALL (PHONE 811) 48 HOURS PRIOR TO EXCAVATION,
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH THEM TO REMOVE CONFLICTS.
C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER
LINE LOCATION AND, OR UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE.
3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH NCDOT AND/OR PUBLIC WORKS COMMISSION.
4. NOT ALL FITTINGS AND VALVES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL FITTINGS AND AND VALVES AS REQUIRED TO MEET THE PUBLIC WORKS
COMMISSION STANDARDS.
5. 42" MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER MAINS UNLESS SHOWN OTHERWISE.
6. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER PUBLIC WORKS COMMISSION STANDARDS
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK.
GENERAL SITE NOTES
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.
THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
3, THE ENGINEER AND / OR OWNER DISCLAIM ANY RULE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET
FORTH IN THESE PLANS.
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT.
DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
6. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE WRITTEN PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM,
HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
7. GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER.
00
,Or& 0 1 ml
MARCH 3V
EXISTING
COVER SHEET
-01
Its
C-02
CATCH BASIN
-3
GRADING & DRAINAGELAV
CONCRETE MONUMENT
t -
1.23-
CONTOURS
C-00
SANITARY SEWER_ PLA / PROFILES
CONTROL CORNER
SANITARY SEWER PLAN/ PROFILES
-°U -
DRAINAGE SWALE
C-09
0
TROP INLET
E-
C-1 1
ELECTRIC LINE
4V
SEWER DETAILS
FIRE HYDRANT
WATERDETAILS
-14
GAS LINE
C-1 5
GENERAL CONSTRUCTION DETAILS
GATE VALVE
`J
IRON PIPE, REBAR OR
BREAK IN LINE
OVERHEAD LIGHTING
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
S
SANITARY SEWER MH
!
X1' 23.23
SPOT ELEVATIONS
' U!0
STORM DRAIN JUNCTION BOX
-
STORM DRAIN PIPE
UTILITY POLE
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WATER BLOW OFF
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WATER LINE
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WATER METER
WATER REDUCER
Iii
WATER TEE
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WATER VALVE
SHEET LIST
-00
COVER SHEET
-01
EXIST. CONDITIONS / DEMO PLAN
C-02
SITE PLAN
-3
GRADING & DRAINAGELAV
C-04
WATERSEWER LACI
C-05
EROSION & SEDIMENT CONTROL PLAN
C-00
SANITARY SEWER_ PLA / PROFILES
C-07
SANITARY SEWER PLAN/ PROFILES
C-08
-1 PLAN/ PROFILE
C-09
W-2 PLA / PROFILE
-1 0
W-3 PLA 9 PROFILE
C-1 1
-
STORMWATER MANAGEMENT DETAILS
-12
SEWER DETAILS
C-13
WATERDETAILS
-14
GRINDER PUMP DETAILS.
C-1 5
GENERAL CONSTRUCTION DETAILS
ABBREVIATIONS
ADA = AMERICAN WITH
DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LINE
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY
MANAGEMENT AGENCY
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GL = GUTTER LINE
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
PROP = PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE
PIPE
RIW = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
Yl = YARD INLET
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SEAL -_
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INVESTORS, LLC
CONTACT. -
4423 PHEASANT RIDGE RD, SW
SUITE 301
RCAIVTOKE, VA 24014
[phone]
Projecfa
tax Id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
o. P16-120
date: 03/30/17
drawn by: JN
survey by: - R
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CM ' ¢ /
INVESTORS, LLC
CONTACT. -
4423 PHEASANT RIDGE RD, SW
SUITE 301
RCAIVTOKE, VA 24014
[phone]
Projecfa
tax Id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
o. P16-120
date: 03/30/17
drawn by: JN
survey by: - R
checked .

SITE NOTES:
2) 7.00 :1:.. SITE
3)TAX PIN: 9494-96-1873
4) ZONED. RR
5)SITE ADDRESS: 7051 ROCKFISH ROAD
6)SPECIAL USE PERMIT: P17 -01-C
DEVELOPER:
CUMBERLAND AL INVESTORS, LLC
423 PHEASANT RIDGE ROAD
ROANOKE, VA 24014
LEGEND
BARBARA M. JOHNSON
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
CONCRETE MONUMENT
PIN 9494-96-1873
WATER METER
GATE VALVE
Dd
16)
WATER LINE
_EW—
_W_
FIRE HYDRANT
W111
SPOT ELEVATION (EOP)
<
=XX1
SPOT ELEVATION (BOC)
SANITARY SEWER MANHOLE
(S
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ar
\(7.03
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
__SS_
_5S_
CATCH BASIN
Wi
DROP INLET
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STORM DRAIN MANHOLE
U)
G
STORM DRAIN PIPE
ACRES)
GAS LINE
—G—
—GAS—
FIBER OPTICS
—FO --
(&87
STORM FORCE MAIN
—EX FM --
C.0
OVERHEAD UTILITY LINE
_OUP__
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SITE NOTES:
1) TAX PIN : PORTION OF 9494-96-1873
i)l DEED REFERENCE: DB 2856, PG 539
3)PLAT REFERENCE: BOOK 65, PAGE 13
4) LAND AREA - 7 ACRES (304,916 SQ. FT.)
5)WATER AND SEWER PROVIDED BY -PWC
6)SITE ADDRESS: VICINITY OF 7099 ROCKFISH ROAD,
FAYETTEVILLE, NC.
7) PARKING (ACTUAL) NO MARKED PARKING SPACES.
8) ZONING., CUMBERLAND COUNTY RR RURAL RESIDENTIAL (SUP)
RJPC 11, LLC
ZONED C2(P)
- -----
SR 1110 (ROCKFISH ROAD 604R/W EX FH_
IP WATER VAIN
781_
A
INEX THAMES LUCILLE
LIFE ESTATE BUNNELL
ZONED R10 ZONED R10
CONTROL EXISTING
Ex WIM CORNER PINCH TOP IRON
EX 16" DIP WATER MAIN
EX WM
SPK "B"
CONTROL
�OCORNER co CONTROL
'N CORNER
Hca _N80'25'36"W
iN CS & 6702 SO. FT. 0.1�_ ACRES SET IRON M0
181— SEf 10b !iN ,
_&!0 __DEDIC�A­TION—OF-R4GHT­--QF­ WAS S80 -253F M2 f -S _E
z 21—PE S80M'5-4!1E83__ PIPE T IRON
j 21 __589.21 z PIPE
TY 'R
G G C G 65DI6 I / , G
C� 10' DEDICATED ROW" TED 'ROW
1127.81' CN z EXISTING IRON
TO TH,\,E INTERSECTION 520W RESERVATIQN L N PIPE
TH
0'25'36"W
S80*30'54"E 5.54 P:z, FOUND 0.25'
OF SOUTHERN MARGIN N 589.18
OF ROCKFISH ROAD AND SET I ON EXISTING LOT S54"27'�j4W FROM R/W
THE WES�KRN MARGIN OF 35.34
z PIPE
LINES TO BE
R=25.00 SET IRON
WALDOS BE CH ROAD CIP,
VACATED L=39.31 PIPE
SET 0
i IRON (n
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30'--FR­ONT_SET8_-ACK FOR BUILDING 1PIPE SET IRN
CD MEASURED FROM ULTIMAT�RIGHT OF WAY
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BARBARA M. MARGUERITE
JOHNSON BURKHOLDER
LJ PIN ZONED
9494-97X383 0
RR
LJ
ZONED Rk,
z (SUP)
Ll <
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57<
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(51
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EXISTING LOT
L — — — — — — —
—_ — — —
LINES TO BE
VACATED
Ln
EXISTING
Ij EXISTING
BARBARA M.JOHNSON PINCH PINCH EXISTING
PINCH
ZONED RR' TOP I TOP
TOP
IRON
IRON
IRON
35' REAR SETBACK FOR BUILDING
N 80'3
BARBARA M. JOHNSON
ZONED RR
PRELIMINARY
DO N -IST USE FOR CONSTRUCTION
_-
,THISD WING HAS NOT BEEN REVIEWED BY ANY
41=AL AGENCY FOR COMPLIANCE WITH ANY
JC BLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
568,61
X
HORIZONTAL
BARBARA M. JOHNSON
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0
PIN 9494-96-1873
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16)
ZONED RR (SUP)
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GROSS AREA 306,067 SQ. FT.
ACRES)
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DEDICATION AREA 6,702 SQ. T.
(0®16
ACRES)
NET ACREAGE 299,365 SQ. FT.
(&87
ACRES)
Ld
C.0
U)
M
Ld
6
0
BARBARA M. JOHNSON
ZONED RR
Z,
CONTROLS
S80'30'1 5"E 670.28' SPK "B"
35' REAR SETBACK FOR BUILDING
N 80'3
BARBARA M. JOHNSON
ZONED RR
PRELIMINARY
DO N -IST USE FOR CONSTRUCTION
_-
,THISD WING HAS NOT BEEN REVIEWED BY ANY
41=AL AGENCY FOR COMPLIANCE WITH ANY
JC BLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
568,61
X
HORIZONTAL
A
Owner:
CUMBERLANDAR
INTIESTORS, LLC
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THE
CROSSINGS
AT
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
EXISTING
0 0 _#1T_1:',
1 01K
PLAN
CONSTRUCTION
DOCUMENTS
drawn by: JN
survey by: JTR
ar
A
Owner:
CUMBERLANDAR
INTIESTORS, LLC
k�[I'10-9
THE
CROSSINGS
AT
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
EXISTING
0 0 _#1T_1:',
1 01K
PLAN
CONSTRUCTION
DOCUMENTS
drawn by: JN
survey by: JTR

c.
IRESERVED
PARKING
IZ LANUL JHAUL lt<tt)
401
RESERVED
FRARKING
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
CONCRETE MONUMENT
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PRESENT
WATER METER
DINANCE.
In
GATE VALVE
MAXIMUM
PENALTY
12-
q
STANDARD COLORS (ALL SIGNS):
BACKGROUND— WH I TE
LETTERING/BORDER--GREEN
ARROW—WHITE
LEGEND
IZ LANUL JHAUL lt<tt)
401
15 ORNAMENTAL TREES
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
CONCRETE MONUMENT
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PRESENT
WATER METER
DINANCE.
In
GATE VALVE
X
04
WATER LINE
—EW—
W—
FIRE HYDRANT
-"%,
SPOT ELEVATION (EOP)
X 0
0 •
SPOT ELEVATION (BOC)
(y)
C13
SANITARY SEWER MANHOLE
G
SANITARY SEWER CLEAN OUT
0
SANITARY SEWER MAIN
—SS—
—SS --
CATCH BASIN
wi
DROP INLET
0
STORM DRAIN MANHOLE
OD
0
STORM DRAIN PIPE
M
GAS LINE
—131—
—GAS—
FIBER OPTICS
—FO --
STORM FORCE MAIN
—EX FM—
OVERHEAD UTILITY LINE
—OUPI—
"MITE ON BLUE FIELD
RADIUS -1 1/2" (TYPICAL)
RESERVED
PARKING III
MAXIMUM
PENALTY
250
py N.C. R7 -8D SIGN
ME
6_TAL POST
0 1 -0
DEEP CONCRETE
EXIST—EOP SPK "A" EXIST. EO
CONTROL
CY
1127.81'
TO %E INTERSECTION �n
OF TH SOUTHERN MA (N
OF ROCKFISH ROAD WPOSEI�
THE WESTERN MARGIN OF z
WALOOS BE� H ROAD
COD
b
6RPM�K
83
(t4Se
2()07)
PRELIMINARY,
DO NOT USE FOR CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
CONTROL EXISTING
(1r)PNIf7P PINCH TOP IRON
N'80*25'36"W T & �
4 0:
Cj7t C'J
—
7 CY)
cv
W
IZ LANUL JHAUL lt<tt)
401
15 ORNAMENTAL TREES
0
90 SHRUBS
CDCDcZ)
VEGETATIVE BUFFER
AS REQUIRED
E PLANTINGS SHOWN ON THIS PLAN
PRESENT
THE MINIMUM REQUIRED BY
DINANCE.
THE DEVELOPER RESERVES
`WT TO Ar)f) Anr)ITIr)IIAI 01 AKITI&lr-'Q
1 INCH = 40 FEET
HORIZONTAL
C
E L
031459Vi
3-3
A
REVIEW SET,
CONTACT:
4423 PHEASANT RIDGE Ra SW
SUITE 301
ROANOKE; VA 24014
[phone]
Project:
tax id #. 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
[vim
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: A
survey by: JTZ
checked by:
JN
sheet no.:
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031459Vi
3-3
A
REVIEW SET,
CONTACT:
4423 PHEASANT RIDGE Ra SW
SUITE 301
ROANOKE; VA 24014
[phone]
Project:
tax id #. 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
[vim
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: A
survey by: JTZ
checked by:
JN
sheet no.:
IC -02

a,
a
VICINITY MAP
UQRUMALNAGE NOTES�
PROPOSED
1. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL
X 16" DIP WATE�Al N
DISTANCES TO CENTER OF STRUCTURE.
_WEW— EW -EW EW.
2. CONTRACTOR SHALL REMOVE ALL SEDIMENT FROM BASIN
co
UPON COMPLETION OF CONSTRUCTION.
EXI T. EOP
3. SEE EROSION CONTROL PLAN (SHEET C05) FOR RIP RAP
GATE VALVE
OUTLET CONTROL DIMENSIONS AND SPECIFICATIONS.
—00
0
WATER LINE
—EW--
—W—.
FIRE HYDRANT
ZIX
"K,
SPOT ELEVATION
oo C
co 0 (D M u r
ET=-- eHI ("P
QENERAL. SITE NOTES
>< 0 >
E
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
SANITARY SEWER MANHOLE
INSPECTIONS, CERTIFICATIONS, EQUIPMENT, FTC, THAT MAY
BE REQUIRED.
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE
co
4:0
SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET,
SANITARY SEWER CLEAN OUT
TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A
COMPLETE AND WORKING SYSTEM.
53
3. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN
2007)
THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH
THE PROJECT AS SET FORTH IN THESE PLANS.
El
4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF
STORM DRAIN MANHOLE
DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING
PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO
STORM ACCESS
THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A
EASEMENT
COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
—GAS—
5. IF DEPARTURES FROM THE SPECIFICATION OR DRAWINGS
—FO—
ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF
STORM FORCE MAIN
SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW. NO DEPARTURES
—OUP—
FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT
THE WRITTEN PERMISSION OF THE OWNER.
6. THECONTRACTOR MUST, AT ALL TIMES, KEEP THE
PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE
PROJECT SITE ON A DAILY BASIS.
7. GEOTEXTILE FABRIC SHALL BE APPRVED BY ENGINEER.
8. CONTRACTOR TO PROVIDE PERMANENT GROUND COVER AT A
MINIMUM PER PERMANENT SEEDING SCHEDULE ON SHEET
C-1 5.
co
9. ROOF DRAIN ON EXTERIOR OF BUILDING TO DRAIN ON TO
SPLASH PAD ON GROUND. CONNECT COURTYARD ROOF
BARBARA M. JOHNSON
ZONED RR
DRAINS USING ADS ROOF DRAIN CONNECTIONS AS SHOWN.
SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS.
LEGEND
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
CONCRETE MONUMENT
co
WATER METER
0
GATE VALVE
DQ
—00
0
WATER LINE
—EW--
—W—.
FIRE HYDRANT
ZIX
"K,
SPOT ELEVATION
oo C
co 0 (D M u r
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SPOT ELEVATION (BOC)
>< 0 >
E
=XX X
SANITARY SEWER MANHOLE
g
t=
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SANITARY SEWER CLEAN OUT
ci
SANITARY SEWER MAIN
--SS—
—SS—
CATCH BASIN
DROP INLET
El
ISI
STORM DRAIN MANHOLE
CM
STORM DRAIN PIPE
GAS LINE
G
—GAS—
FIBER OPTICS
—FO—
STORM FORCE MAIN
—EX FM—
OVERHEAD UTILITY LINE
—OUP—
INEX THAMES LUUILLr-
RJPC 11, LLC LIFE ESTATE BUNNELL
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---------_---_---
- - - - - - - - - - - - - - -- - - - - - - - --------------------
- -
IP RAP
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INFIL-BASN #2 BORE #5 ROTECTIO
SHWT-176.59
MAX DEPTH -178.59
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UTILITY BLDG
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91,
— - ---------- - - BARBARA M. JOHNSON
ZONED RR
PRELIMINARY
D-0 NOT USE FOR CONSTRUCTION
.,THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
----------------
20' EASEMENT EASEMENT
- --------------
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STORM
1 I i� (ACCESS EASEMENT
X
BARBARA M. JOHNSON
ZONED RR
EIX WM
EW T EW—
1 INCH = 40 FEET
HORIZONTAL
1110111"1111, 6
7�2EAL
011459
A
I i
TERMIT REVIEW SE
fax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
U'RADING &
DRAINAGE
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: J11
q,heet no.:
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1110111"1111, 6
7�2EAL
011459
A
I i
TERMIT REVIEW SE
fax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
U'RADING &
DRAINAGE
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30/17
drawn by: JN
survey by: JTR
checked by: J11
q,heet no.:

ffrTM 11 ni Till
4_f J
1 fill
LEGEND
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
CONCRETE MONUMENT
E:l
WATER METER
GATE VALVE
WATER LINE
-EW-
_W_
FIRE HYDRANT
x,
SPOT ELEVATION (EOP)
�xx
SPOT ELEVATION (BOC)
=xxxx
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
CATCH BASIN
wil
DROP INLET
0
0
STORM DRAIN MANHOLE
011
OD
STORM DRAIN PIPE
Mal
mlm�
GAS LINE
_G_
-GAS-
FIBER OPTICS
__F0----
STORM FORCE MAIN
-EX FM -
OVERHEAD UTILITY LINE
-OUP-
lz •"2X.111
Ell 21TANINE
E
mill I
16"*TAPPING RJPC It, LLC INEX THAMES
x8
SADDLE & VALVE ZONED C2(P) LIFE ESTATE
ZONED R10
-STA-
CONTRACTOR TO
VERIFY ON DEPTH &
LOCATI
EW-- EW- EW-- EW---- EW EEW-- EW
"RM
EXIST. EOP BORE & JACK
W/1 6" STEEL
CASING PIPE
TARl_STA_L)_+
-
ENDSTA+60--
.-I R9
--------------------
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END CASING PIP
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0 FIRE HYDRANT
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------ ---
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STA 4+85.85
SSCO - EASE rNT (W-3)
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WATER MAIN
UTILITY BLDG
L
FFE-182.38
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BARBARA M. JOHNSON
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-------
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GRAPHIC SCALE
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TOP-180.00
OUT-173.27 0
25 50 100
IN-172.40
OUT-172.35
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HORIZONTAL
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PROP. GAS SERVICE /
GAS GAS GAS - GAS GAS - GAS - GAS GAS GAS GAS GAS
8. x4"TEE U. L
4'GV­_A _11B
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L------- ----------- ----- --
D&E M T�STIC LINE 1+00 TQ M T�g VAU 1 711q.28
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8 _900 WATER MAIN 1�;- SEE DETAIL W.20
ii;,000 3" DOMESTIC METER
-- ------- - -------------- STA 1+61.28
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WATER CONNECTION INSET GRAPHIC SCALE
SCALE. 1"=30' 9 15 30 60
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03145�1
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PER REVIEW SET
Owner:
CUMBERLANDAR
INTIESTORS, LLC
CONTACT:
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Project:
THE
CROSSINGS
AT
WATER &
SEWERPLAN
CONSTRUCTION
DOCUMENTS
drawn by: Jib
survey by: JTIR
checked by: JN
sheet no.:

VICINITY MAP
SITE NOTES:
1, OWNER: BARBARA M. JOHNSON
6834 CAMDEN ROAD
FAYETTEVILLE, NC 28306
2. DEVELOPER: CUMBERLAND AL INVESTORS, LLC
4423 PHEASANT RIDGE ROAD, SUITE 301
ROANOKE, VA 24014
3. PIN: 9494-96-1873
DB 2856, PG 0539
4. TOTAL ACREAGE-7.00AC
DISTURBED AREA = 7.96 acres
LIMITS OF DISTURBANCE IS SHOWN.
RIP RAP OUTLET PROTECTION
FES -17772 -
DESIGN Q= 5.8 CFS
Vel = 3.2 fid sec
D50=0.3' (MIN.)
Dmax=0.45'(MIN.)
Apron Thickness = 0.675' (MIN.)
9.
Do = 1.5' e__1
3Do=4.5' 4.5 10.
w= I 0.5'(min) tj5
La=9'(min)
Use Class A Rip Rap with fa Uric
SEE DETAIL SHEET FOR CROSS
SECTION.
RIP RAP OUTLET PROTECTION
INFIE BTSIN #1, 2 &3
DESIGN Q= 6 CFS
Vel = 4.6 ft/sec
D50=0.1' (MIN,)
Dmax=O. 15' (MIN.)
Apron Thickness = 0.225' (MIN.)
Do = 1.5 91
3D0=4.5' 4.5'
5.1'
w=5.1 `(min)
La=9'(min)
Use Class A Rip Rap with fabric
SEE DETAIL SHEET FOR CROSS
SECTION.
LEGEND
U-p-
SILT FENCE
M
TEUP. HARDWARE
CLOTH AND GRAVEL
EXISTING
INLET PR07E"ON
DENOTES REBAR OR BREAK IN LINE
STME PROTECTION
EX. SSMH
TOP --180.61
OUTLET W/ CHECK DAM
CONCRETE MONUMENT
01
None
RIP RAP OUTLET PROTECTION
INFIE BTSIN #1, 2 &3
DESIGN Q= 6 CFS
Vel = 4.6 ft/sec
D50=0.1' (MIN,)
Dmax=O. 15' (MIN.)
Apron Thickness = 0.225' (MIN.)
Do = 1.5 91
3D0=4.5' 4.5'
5.1'
w=5.1 `(min)
La=9'(min)
Use Class A Rip Rap with fabric
SEE DETAIL SHEET FOR CROSS
SECTION.
LEGEND
n
NOTES
Site Area
Stabilization
EXISTING
PROPOSED
DENOTES REBAR OR BREAK IN LINE
0
EX. SSMH
TOP --180.61
it
CONCRETE MONUMENT
01
None
WATER METER
\yX8
Is
High Quality
GATE VALVE
X
H
WATER LINE
-EW-
_W_
Is
FIRE HYDRANT
4Y
If slopesare 10' or less in
FFE-182.38 a
'Ali
SPOT ELEVATION (EOP)
5
%
than 3:1
sib
SPOT ELEVATION (BOC)
(y) V G) (y)
7 SL�yis
oil
SANITARY SEWER MANHOLE
S�
-
7 -days for slopes greater
latter
14 days
than 50 feet in length
All other areas(except for
with slopes flatter pe=ers and HOW
i
SANITARY SEWER CLEAN OUT
"'Extensions of time may be approved by the permitting
authority based on weather or other site-specific conditions
that make compliance impracticable." (Section 11.13(2)(b))
SANITARY SEWER MAIN
_SS_
_SS
CATCH BASIN
DROP INLET
E3
STORM DRAIN MANHOLE
LIMITS/ OF
STORM DRAIN PIPE
GAS LINE
-G-
-GAS--
FIBER OPTICS
---FO-
STORM FORCE MAIN
-EX I"Mr-
OVERHEAD UTILITY LINE
-OUP-
I
1. Obtain all plan approvals and applicable perrnits. Approved erosion control plan,
permit, NPDES monitoring forms and a rain gauge should be placed on site and readily
available for NCDENR Inspectors.
2. Prior to any [arid disturbing activities, install gravel construction entrance as indicated.
Entrance will be constructed of 2-3 inch stone, a minimum of 6" ]hick, 25 it. wide and 50
ft. long, If the slope towards the road exceeds 2%, construct a ridge, 6-8 inches high with
3:1 side slopes, across the foundation, approximately 15 ft. from the pavement to divert
run off away from, the public road.
3. irstall silt fence and stone outlet protection devices around perimeter of site as shown.
4. Construct Sediment Basin.
5. Rough grade site
6, Install storm drainage system as designed. Install temporary hardware cloth & gravel
inlet protection at each inlet. Add dprop per dimensions and directions shown on plan.
7. Install water and sewer and other utilities as shown on plans,
& Install concrete curb and gutter as shown on plans.
9• Complete grading and paving according to plans. Replace excavated drop inlet
protection With "Silt Sack' inlet protection products at each catch basim or drop inlet as
paying is completed. These products must remain in place until contributing drainage
area is permanently stabilized and a release has been obtained from the local NCDENR
Land Resources office.
10. After construction is complete, apply soil amendments on all areas left exposed, sow
gross seed, fertilize and mulch. Temporary ground cover should be provided within 7 or
14 calendar days as noted on plans. Permanent ground cover should be provided
within 15 working days or 90 calendar days, whichever period is shorter, post completion
of construction. See seeding schedule for recommended specifications.
11. Remove temporary measures after the lot has been permanently stabilized and the
threat of erosion no longer exists.
12. Contact the regional NCDENR Land Quality Section office for a final inspection and
close out of project,
MAINTENANCE PLAN
1. It is the responsibility of the developer to inspect or have inspected all erosion control
measures no less than once a week and after each run off producing rain event. Any
repairs should be made immediately to retain all control measures.
2. Maintain the gravel pad of the construction entrance. The entrance should be checked
weekly and after each high traffic event. This Will help to prevent sediment from leaving
the construction site. periodic topciressing with 2-3 inch stone may be required.
Immediately remove all objectionable materials spilled, washed or tracked onto public
roads.
3. Inspect sediment traps otter every rainfall. Remove sediment and restore a original
volume when sediment accumulates to one half the design volume. Check the structure
for erosion, pipit g and rock displacement after each significant rainfall. Remove the
structures after the construction site has been permenantly stabilized and a release has
been obtained from the regional ncdenr land resources land quality section office. All
water and sediment should be removed from the reservoir area prior to removing outlet
sections. Sediment should be placed in a designated disposal area, stabilized and not
allowed to flow into streams, ditches or drainage ways during the structure removal
process. Smooth the basin area to blend with surrounding grade and stabilize.
4. Inspect silt fence at least once a week and after each rainfall. Make any required repairs
immediately. Should the fabric collapse, tear or become ineffective, replace
immediately. Remove sediment deposits as needed to provide adequate storage
volume for the next rain event and to reduce pressure on the fencing materials. Sediment
should never exceed half the designed storage volume.
5, Inspect temporary diversions once a week and after every rainfall. Immediately remove
sediment from the flog v area and repair the diversion ridge if needed. When the area
protected is permanently smbilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
6. Inspect hardware cloth and grovelirilet protection measures at least once a week and
offer each rain event. Clear the wire mesh of any debris to provide adequate flow for
subsequent rains. Take core not to damage or undercut the wire mesh when removing
sediment or cleaning, Replace stone as needed to maintain design specifications,
7. Inspect "Silt Sack" inlet protection products at least once a week and after each rainfall.
Reposition products as needed to maintain control around the perimeter of the basin. III
positioned Products Will result in sediment deposits into the drainage system. Wiring
product to grate is acceptable as a means to keep the product in place. Make sure all
open areas of the grate are within the perimeter of the gutterbuddy product. Cleaning
should take place during dry periods.Clean the area around the basin when inspection
shows debris and sediment deposits. Washing of gutterbuddy products should take place
in a protected area and only during dry periods. Immediately replace product at basin
after cleaning. If the product shows year from traffic, replace immediately.
8, All vegetated areas will be reseeded, fertilized and mulched as necessary to maintain a
dense vegetative cover. Check for damage and washing out of materials after each
rain, Repair damaged, bare or sparse areas by filling any gullies, reseeding and mulching.
Tacking of mulch with netting or a tackifier may be necessary in areas of concentrated
flow. If vegetation fails to emerge, have a soil test performed and re-evoulate the choice
of plant material.
9. Inspect mulches after every rainfall to check for rill erosion and disloccifion of materials.
Where erosion is witnessed, apply additional mulch. Mulch should be applied to 100% soil
coverage. If necessary anchor mulches by tacking with asphalt, netting or crimping with
a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
lk V Al k1k
DISTURBANCE
RJPC 11, LLC
ZONED C2(P)
INEX TH/ LUCILLE
LIFE ES 1 BUNNELL
ZONED ZONED R10
WIDE, 50 FT, LONG MINIMUM. CONSTRUCT
RIDGE 6-8 HIGH WITH 3:1 SIDE SLOPES,
15' FROM EXISTING PAVEMENT TO DIVERT
§R 1112 JROCKFISH ROAD) 60'RIW EX FH. . ..... ... �RUN OFF AWAY FROM EXISTING PAVEMENTIX Wm
I EON SOUTH MCPHERSON CHURCH ROAD.
EW EW- EW- EW -- EW-- EW 'L- EW - EW EW- EW
EXIST- EOP XI . EOP
I LIMITS OF //ff&tADOE
DISTURBANIC .1 0
- - - - - - - - - - - -
------ tf
2
*Fit
n
NOTES
Site Area
Stabilization
/-SILT FENCE
Description
Time Frame
Frame Exceptions
EX. SSMH
TOP --180.61
it
INV -171.42
ird
None
and slopes
lk V Al k1k
DISTURBANCE
RJPC 11, LLC
ZONED C2(P)
INEX TH/ LUCILLE
LIFE ES 1 BUNNELL
ZONED ZONED R10
WIDE, 50 FT, LONG MINIMUM. CONSTRUCT
RIDGE 6-8 HIGH WITH 3:1 SIDE SLOPES,
15' FROM EXISTING PAVEMENT TO DIVERT
§R 1112 JROCKFISH ROAD) 60'RIW EX FH. . ..... ... �RUN OFF AWAY FROM EXISTING PAVEMENTIX Wm
I EON SOUTH MCPHERSON CHURCH ROAD.
EW EW- EW- EW -- EW-- EW 'L- EW - EW EW- EW
EXIST- EOP XI . EOP
I LIMITS OF //ff&tADOE
DISTURBANIC .1 0
- - - - - - - - - - - -
------ tf
2
*Fit
n
NOTES
Site Area
Stabilization
/-SILT FENCE
Description
Time Frame
Frame Exceptions
Permiter dikes,
it
0 LO
0
swales, ditches
None
and slopes
\yX8
C
High Quality
- CD
0
frleo+
Water (HQW)
0+15
g,
7 days
Is
A
If slopesare 10' or less in
FFE-182.38 a
'Ali
'-SILT FEt
5
%
than 3:1
sib
than 2:1, 14 days are
(y) V G) (y)
7 SL�yis
oil
ope$ 3.1 or
(t4sRs 2
-
7 -days for slopes greater
latter
14 days
than 50 feet in length
All other areas(except for
with slopes flatter pe=ers and HOW
i
than 4:1 14 days Zones)
"'Extensions of time may be approved by the permitting
authority based on weather or other site-specific conditions
that make compliance impracticable." (Section 11.13(2)(b))
LIMITS/ OF
W W W
DISTURBANC
PROP. 20 WATER
EASEMENT (W
PON
WIN
Z
K "M
LJ
M,
re",
BARBARA M. JOHNSON
ZONED RR
ISO
ar
of
-gg-
goo,
rill.
I
3
SW3+14.133M
MM
101
0 3
AD B3
(tA,5NRS 2007)
�R
31
ill
1.
- - --- ---- - --- _4� &
V
R E L I M I INJA R \Tf
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
111
14MIPYPYY111114/lliY,e
.^A - - W
NOTES
Site Area
Stabilization
/-SILT FENCE
Description
Time Frame
Frame Exceptions
Permiter dikes,
J
0 LO
0
swales, ditches
None
and slopes
\yX8
C
High Quality
- CD
0
frleo+
Water (HQW)
0+15
Zones
7 days
Is
A
If slopesare 10' or less in
FFE-182.38 a
'Ali
'-SILT FEt
length and are not steeper
than 3:1
sib
than 2:1, 14 days are
(y) V G) (y)
7 SL�yis
oil
R E L I M I INJA R \Tf
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
111
14MIPYPYY111114/lliY,e
.^A - - W
NOTES
Site Area
Stabilization
/-SILT FENCE
Description
Time Frame
BARBARA M. JOHNSON
ZONED RR
PURSUANT TO G.S. 113A-57(2)
The angle for graded slopes and fills shall be no
greater than the angle that can be retained by
vegetative cover or other adequate erosion
control devices or structures. In any event, slopes
left exposed will, within 21 calendar days of
completion of any phase of grading. be planted
or otherwise provided with temporary or
permanent ground cover, devices or structures
sufficient to restrain erosion,
PURSUANT TO G.S. 113A-57(3)
Provisions for permanent ground cover sufficient
to restrain erosion must be accomplished for all
disturbed areas within 15 working days or 90
calendar days (whichever is shorter) following
completion of construction or development.
ML BAM III
X
- -118i
T
1 BI
T FENCE
MARGUE
BURKHC
ZONE
RR
GROUND
STABILIZATION
NOTES
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Permiter dikes,
J
0 LO
0
swales, ditches
None
and slopes
7 days
C
High Quality
- CD
0
0)•oo
UJ
Water (HQW)
None
Zones
7 days
Z
W f- U Izz
-t-- 0
If slopesare 10' or less in
Slopes steeper
C- 0
0 0 0 Q) U
V)
length and are not steeper
than 3:1
01) r -
W
than 2:1, 14 days are
(y) V G) (y)
7 SL�yis
allowed
ope$ 3.1 or
_
-
7 -days for slopes greater
latter
14 days
than 50 feet in length
All other areas(except for
with slopes flatter pe=ers and HOW
i
than 4:1 14 days Zones)
"'Extensions of time may be approved by the permitting
authority based on weather or other site-specific conditions
that make compliance impracticable." (Section 11.13(2)(b))
PERMIT REVIEW
Owner:
CUMBERL4NDAR
INYESTORS, LLC
CONTACT,-
442'3 PHEASAIVT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Projecf:
THIE
CRO"SSINGS
AT
fax id #: 9494 -96 -1873 -
'Township: Rockfish
courify: Cumberland
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PERMIT REVIEW
Owner:
CUMBERL4NDAR
INYESTORS, LLC
CONTACT,-
442'3 PHEASAIVT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Projecf:
THIE
CRO"SSINGS
AT
fax id #: 9494 -96 -1873 -
'Township: Rockfish
courify: Cumberland

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CUMBERLAND AR
INVESTORS, I,L C
CONTACT:
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOE, VA 24414
[phone]
mmommamommm
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tax id #: 9494 -96 -1873 -
township: Rockfish
date: 03/30/17
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survey by: J R
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INVESTORS, I,L C
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4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOE, VA 24414
[phone]
mmommamommm
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tax id #: 9494 -96 -1873 -
township: Rockfish
date: 03/30/17
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tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state- NC
CONSTRUCTION
DOCUMENTS
job no.: P16-120
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CONSTRUCTION
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Owner:
THE
CROSSINGS
AT
fax id #. 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
4-urvey by: J T M
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THE
CROSSINGS
AT
fax id #. 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
4-urvey by: J T M

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185.00
184.00
183.00
182.00
181.00
180.00
179.00
178.00
177.00
176.00
51�
A 1 *
12 L
be
used during installation
to minimize
compaction of
INFILTRATION
13A&NR DATA
of infiltration
*evices since
this
will reduce the permeability
at the soil
interface. To
--1-G&-YR-.--STE)RM E E. 8 & 8
compacting the drainage
media, light
K7- 10 YR. STORM EL 180-33
ry LL El
SRM
STORM
183,0
182.00
1 YR. STORM EL. 179,64
-------
-------- - --
'FOREBA Y
FOREBA
�FOREEBAY 3
0
182.0
MAIN POND BOTTOM EL. -178.00
MAIN POND BOTTOM EL. -178.00
FO
8" S
8" WASHED SAND
1Z I I I I I I
4
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181.0
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180.03
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1 YR. STORM EL.
179.56
0
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185.00
184.00
183.00
182.00
181.00
180.00
179.00
178.00
177.00
176.00
51�
A 1 *
12 L
be
used during installation
to minimize
compaction of
soil
on the bottom and walls
of infiltration
*evices since
this
will reduce the permeability
at the soil
interface. To
--1-G&-YR-.--STE)RM E E. 8 & 8
compacting the drainage
media, light
K7- 10 YR. STORM EL 180-33
ry LL El
SRM
STORM
183,0
182.00
1 YR. STORM EL. 179,64
-------
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'FOREBA Y
FOREBA
�FOREEBAY 3
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182.0
MAIN POND BOTTOM EL. -178.00
MAIN POND BOTTOM EL. -178.00
FO
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1Z I I I I I I
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AVG. SHWT EL. 175.52
181.0
E-
r are should
be
used during installation
to minimize
compaction of
soil
on the bottom and walls
of infiltration
*evices since
this
will reduce the permeability
at the soil
interface. To
avoid
compacting the drainage
media, light
equipment and construction techniques that minimize
compaction should be used.
A minimum of one observation well shall be included in the
design of an infiltration system to periodically verify that the
drainage media is fully draining. The monitoring well shall
consist of a 4- to 6 -inch -diameter, perforated polyvinyl
chloride (PVC) pipe with a locking cap. The well should be
placed near the center of the facility or in the general
location of the lowest point within the facility, with the invert
at the excavated bottom of the facility.
Runoff shall not be directed into an infiltration device until
the drainage area is stabilized. A construction sequence must
be followed that reflects the need to stabilize the infiltration
device. The longevity of infiltration devices is strongly
influenced by the care taken during construction,
131,91-01191 WPIENTkilm-
Uniform sand (i.e., uniformity coefficient of 2 or smaller) is
,Itreferable as a drainage medium. Uniform materials hove high
,*orosity and large storage capacities so less material is
required. The porosity of the material should be determinef
by laboratory tests and be certified by the supplier. Drainage
media materials should be hard, durable, inert particles. frea
from slate, shale, clay, silt, and organic matter. The materia;
shall be washed, and it is recommended that it be
double-wQe4ed.
The bottom of infiltration basins and trenches must be lined
with a layer of clean sand with a depth of 8 inches , unless
the native soil is equivalent (1-2% fines or less).
r
it
D
INSERT 12"-1
INTO SOIL
SUBGRADE
SUBORADE
5
TWDrAnrn (AD
185.0
184.0
183.0
182.0
181.0
180.0
179.0
178.0
177.0
176.0
911- mmi, 0,
1. Use Class I rip rap.
2. Minimum 3' wide at top. 3:1 side slopes or flatter.
3. Alternative: Contractor may use gabion baskets with Class
I rip rap. Minimum 3' wide basket.
183.00
182.00
181.00
180.00
179.00
178.00
177.00
176.00
175.00
INFILTRATION BASIN #3
SCALE. -I"=30'
t. ....... ........ . ...
Lo CN
CD LO
184,00
----- - --- ------
-
100 YR. STORM EL 179.34
0
184 - 0
183.00
1 0
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SRM
STORM
183,0
182.00
FOR
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181.00
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181.0
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- 1804
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180.03
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179.0
178.00
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X 8" WASHED SAND
Z
178.0
M
177.00-
s2AVG. SHWT EL. -
176.59
177.0
00
176.0
183.00
182.00
181.00
180.00
179.00
178.00
177.00
176.00
175.00
INFILTRATION BASIN #3
SCALE. -I"=30'
t. ....... ........ . ...
Lo CN
CD LO
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100 YR. STORM EL 179.34
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FOR
. . .
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MAIN POND BOTTOM EL. -178.00
I
8" S
8" WASHED SAND
8., W WASHED SAND
8" WASHED S��6y
Z
/7
Z
-------------------
- ----------
0
SZ AVG. SHWT EL. 175.14
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
183.0
182.0
181.0
180.0
179.0
178.0
177.0
176.0
175,0
M
A
PERMIT REVIE-----
Owner:
-CILI,Lj,
i. lk
CONTACT:
4423 PHF,4 SANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Projecf:
THE
CRO"' SS ING S
AT
checked by: JN
;heet no.:
ell%
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PERMIT REVIE-----
Owner:
-CILI,Lj,
i. lk
CONTACT:
4423 PHF,4 SANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Projecf:
THE
CRO"' SS ING S
AT
checked by: JN
;heet no.:
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11,
,
�D
I CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED DURING
7 SEPARATION REQUIREMEP N' S
CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL SEWER MAIN
A LATEARAI,..SEPA"�IONCAF SEWERS AND WATER MAINS: WATER MAINS
AND LATERAL BREAKS TO THE FAYPWC PROJECT COORDINATOR THE CONTRACTOR
SHALL BE LAID AT LEAST 10 FEET LA71 FRALLY FROM EXIS71114G OR
.
SHALL INITIATE IMMEDIATE REPAIR$ IN ACCORDANCE WITH FAYPWC STANDARDS
PROPOSED SEWER MAINYLATERAL, UNLESS LOCAL CONDITIONS OR
z
BARRIERS PREVENT A 10 -FOOT LATERAL SEPARATION- IN WHICH CASE
2, SEWER MAINS, LATERALS, AND MANHOLES SHALL BE INSTALLED UTILIZING A FAYPWC
­-
APPROVED CUT -SHEET, INDICATING INSTALLATION DEPTH.
T THE WATER MAIN. IS LAID IN A SEPARATE TRENCH. VVITH THE ELEVATION
SEWER 11
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
3, TRANSFER OF SEWER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS
TOP OF THE SEWER MAIN/1-ATERAL, OR
A INSTALL AND TEST NEW MAINS, MANHOLES, AND LATERALS. CLEAMOUTS SHALL
SEWER MAIN OR LATERAL VERTICAL DROP BETWEEN LATERALS SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE
BE INSTALLED 1 S' INSIDE RAN UNLESS OTHERWISE DIRECTED BY FAYPWQ.
L, THE WAT ER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
2 CONNECT EXISTING PLUMBING TO NEW LATERAL UTILIZING THE NECESSARY
MAIN/LATGRAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
FITTINGS AS DIRECTED BY FAYPWI
BENCH OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE
C AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN, THE
BOTTOM OF THE WATER MAIN AT LEAST I 6 INCHES ABOVE THE TOP OF
EXISTING SEWER SYSTEM SHALL BE ABANDONBD IN ACCORDANCE WITH
THE SEWER MAINILATERAL
FAYPWC REQUIREMENTS.
T INSTALLATION OTHER THAN AS SHOWN MUST BE
-
��
8� CROSSING _AWATEk MAIN OVER A SEWER. WHENEVER A r IS NECESSARY FOR
4, WHEN THE EXIS TINGMAIN IS NOT TO BE ABANDONED, THE CONTRACTOR SHALL
A WATER MAIN TO CROSS OVER A SEWER MAINIAT ERAL, THE WATER MAIN
UNCOVER THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG BOTH ENDS, REMOVE
SHALL BE LAIC) AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER
THE EXISTING CLEANOUT AND COMBINATION, AND PLUG THE LATERAL TO ABANDON
MAIN IS AT LEAST 18 INCHES ABOVE THE TOP Or THE SEWER MAINfLATERAL,
THE OLD SEWAGE,
UNLESS LOCAL CONDITIONS OR BARRIERS PREVEN- AN 1 8 INCH VERTICAL
SDR-26PVC
SEPARATION - IN WHICH CASE BOTH THE IAATE�R MAIN AND SEWER
5� SEWER PLUGS SHALL BE INSTALLED TO ELIMINATE ANY DEBRIS OR OTHER MA TIERIAL
MAINILATERAL SHALL BE CONSTRUCTED OF FERROUS MATERIAL AND WITH
FROM ENTERING THE ACTIVE SEWER SYSTEM. UPON ACCEPTANCE OF THE NEW
JOINTS THAT ARE EQU!VM,ENT TOWATER MAIN STANDARDS FOR A DISTANCE
SEWER SYSTEM, THE CONTRACTOR SHALL CLEAN THE NEW MAINS, REMOVE ALL
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING
DEBRIS , AND THEN REMOVE THE PLUG.
THREADED SLOTTED _
I -I z_ - i�, I I -
-III I --i - -I
C C-OSSING WATER -MAIN UNDER A �!E-WER;-WHEAMEVER IT IS NECESSARY FOR A
6, ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO
WATER MAIN TO CROSS UNDER A SEWER MAINPEATERAL, BOTH THE WATER
FINISHED GRADE, IN ACCORDANCE WITH FAYPWC REQUIREMENTS.
MAIN AND THE SEWER MAIN(LATERAL SHALI - BE CONSTRUCTED OF DUCTILE
-L11 --i
I i 1-i - - I -1:
IRON MATTI IAL. AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
TRAFFIC CAP
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
I -1 I i - TRANSITION
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE PONT OF
=
T 1 , . ..... L" I -�
- I � =1 --I I - I -
1 F �
CROSSING,
i�;�2
D, CROSSING STORM DRAINAGE LINES: A MINIMUM OF 24-INCHE$ OF VERTICAL
i I � I PA­1SH­CNDIxPVC
I
NTAINED 5ETWEEN A SEWER MAINITATERAL
11-1 1 III - I ::--d I _.-
.. - � :- I -; --� j '-'-I I ­ PVG SOR-2 (
, 2 I i, " ij i I
CROGS�NG UNDER A STORM DRAINAGE LIMP UNLESS DUCTILE IRON PIPE Is
THREADED CAST--=
IRON HU B
U AMNIMUM OF SIX(6) INCHES OF
-EXTENDSSTORMOR
SEPARATION SHALL BE MAINTAINED, UNLESS OTHERVASE APPROVED BY
� 1-111-ff-
I NOTE IS ON SAI) OR
- 1- STURSED SOIL MECH JOINT FITTINGS,
FAYPWAZ
GENERALNOTES PUBLIC WORKS COMMISSION NO. I DATE I REVISION
SANITARY SEWER UTILITY FAYETTEVILLE, N.C. 1 07116 [DDEDNOTE6
- S.1 -- Rdpft I
SHEET NO - DWG, BY. FAYPWC WATER RESOURCES
I OF I k-�- ,..- ­ � EN(31NEERING DEPARTMENT --T----T--
I—— 1---- .--
SPRINGLINE OF PIPE 1j; . 111.R � 11 —1- -
SEALAROUND NON SHRINK GROUT SLIDE,NITHI 2 NFEELIDER QUIRE—ERC-TICAL
PIPE SE, -SI BE Ir2 PIPE PLACED IN FIELD. SOLID EPARJT IONBEIMEN PIP-NERON 0
ALIGN ,STEPS ME ERTURNI ANDLESSTHANOREOPAL
0 ERINVERT JUMBO BRICK MAY BE TCS1
­ JILD UP INVERT TO � INT -CE CROP ETRUOTUFF REQUAREL
R EDUC E MORTAR Q UANTITE�. 111,5REIERT-CAISIPAN11--a ­­
. F- SLIDE SHAIL BE INSTALLED ON ....... " ... E"" ` ........ ""'
112 PIPE � TOP OF SHELF WTH A TROUGH STRUNTHRE DETAIL
. F 1--, - TO DIRECT 11-CIVINTO THE I 161111-11111TA111111 1TIIU­IE ,
OT
SHELF . .1 SEWER, COORI)IN-I -RIOR-.11RETIRECTIO.
-- "I .", 5 MANHOLE AND CONNECTIONS SH- BE W
� I
� I I ACCORD NFEVATIFAYFIlLSTANCALD
I FLOW CHA NIEL ,� I . I . 7 .1.1 SAN. SEWER VARPOIELST14
SHAPE TO $14 . -, MAIN
HEIGHT OF OUTLET � BABOR .SIO r'. .1FE-1 `NN SHELF
PIPE, :� - ,:. , :�:,�­ ,�,�� % COPIEFRICTI 1-I.ILLIBEICEOT ETANFIRC
. I , .
I CONCRETE JUMBO BFICK MEETIC� AS -M A5,E
PIPE SLIDE DETAIL SEAL S41XCEPTAMOCNIPT-LESSTIANIO
N,TB, ­BSICU WT
8 CAM SHELF TRANSMON 7 PAIPOIOLESCREATERTHAN17; DEPPH
AT 314 HEGHTOF OUTLET SHAI­AIEMIC V-ST-SIBE
PIPE112PAN 8 T EMN!MUM1IOPEACROSSTH�1­RTOF
-H .MANNOLE SHAL- -CLES'
CONIC FTE SHELF PLACED IN - OT, HERVORE -ROVEC ET CAYrFC
ALIGN STEPS FIELD. SOLID CONCRETE ALIGN' STEPS J SEE STANNAE. .-..E 11A11 OR
OZ INVERT OUT JUMBO BRICK MAY BE USED OVER INVERT OUT AASCTIONAL REWPEM.W�
TO BUILT) Up INVERTTO 100�CPAN IORS�IDEREQUIREMFJ�TSS�.IAPF�ITO�L
SEALAROUND REDUCE MORTAR QUANTITIES SHELF— -AT RAUS ENTERING MANHOLES ASCUT­JNFDIN­ FFi �
... .... "'
FEE BUILD TROUGH TO "IN IATI'�All o1'.'L`LO1`TFN .'I =tV `
SPRINGLN OFPFP TERM ALMANHOLE NOMORETHAN2—AU3
ONFXJSTIN MANHOLES 6�����E�-1;��-HO-LE--,I,-LL,I-�-1-�RA-,�,IH-�L-, ILI
80 TOMO 3OOTSHALL \ GY[DUAL TR " I CII-ITIENMA11--1111ALL
BE SET I" ABOVE SHE F \ .�.�l.IIT��A-1��-1,'Tl-�1,E-I!,! .
I HE INVERT OF THE LATEILAI. OLE -A MININU
MORTAR ASOVETHESHEAT
SLIDE S,
SHELF \ ­ 11 NOM-THIN-ITERAUJBIR-CHTERA5
\ M
I
� 12 USE OF TFE'NYE ON LATERALS E NOT AHPU­
:i
1 13 ALL ANHOL�S,l�,BEW�JUtAT�TEDINA-ICWE
. — - ,PAYPACAHAROARIA5
6 I I
IN I
I SLOPE TOP OF COINC 8,E,ALAROUND
-
SHE 1 1 12 NAN,/ 2 12
CHANNEL SHAPE 1. ­ . S.... -LEN ER MAX. TOWARD TROUGH.
I 0 - HEIGHT OF OUTLET , FLSHAPE
PIPE `­ -
, - L I -
MORTAR SLIDE DETAIL H � 9�101T,L TO 314 HEIGH I OF OUTLET
N T,S I PIPE, SHELF DETAIL 11
N T�S,
—
—
PIPE SLIDE, MORTAR SLIDE NO, ATE REVISION
PUBUC WORKS COMMISSION _
AND SHELF DETAILS FAYETTEVILLE, N.C. I 1/05 DDED NOTE 8
N3,&
; _
mWift 2 07 REVISED NOTE 8, SUDE DETAIL
EFT N.: FDWG N YPWC WATER RESOURCES ADDED NOTES 10 11,12
0
_
A OF:
I . =
ATE 1A = ENGINEERING DEPARTMENT
— --- ----------,---
54�PSUDE.dWg
TAPPING SADDLE WITH STRAP EXTEND STACK 18" MIN ABOVE'
GRADE WITH GLUE CAP FOR
STAINLESS ­ '�— TESTING, AFTER TEST ARE
51 MIN, SINGLE WIDE AND ALIGNMENT FLANGE
STEELSTRAP I (GENCO OR APPROVED EQUAL).
SEE TABLE ON S, 1 1 \ ACCEPTED ADJUST STACK TO
PROPER GRADE AN DINSTALL
RE
=RMANAENT CLEANOUT CAP
ELY
ILOW rl" OR 6' 1 ,- V� ­ GLUE CAP
m! INLET CAP SHALL HAVE Z' (TYP) . ' FOR AIR
Z
1� COVER NON TRAFFIC (SEE NOTE 22 ::A TESTING
�� I
AREAS AMC) SHALL BE DETAIL S II) - (TO HEMP
PVC SDR -26 OR D.I. TEE -� , 4.. SET AT GRACE IN PAVED X Of 'i
SEE NOTES 7&80NS.11 ,
7� AREAS \ , I
�_I­VAARAES .
STANDARD TEE I 0
� I ­ Uitt - -
Effiffimm- - , � 11 - C: , T' � 12" 1
"
S20-TERMINAIL-MANIHOLF d.9
I - -
-
11 PIPESIZESI MANHOLESIZE IMIN.WALLT ­-FIVIIRt BASE THICKNESS
1 2 1 " 9, I �---.S-S --- F 48- ­­GjAMETRR ,�ICKNESS I 11 �
-----��— I ASTMA-185015SCAN. I 6" -- .
U4__ 1 72'D1=:±-- 7" 1 ASTMA-1850.15§0./iN. [ 11. - -
I MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
f REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6'DiAMETER.
CASTRONFRAME&
COVER SEE DETAIL ��=
— — MAX (3) 4", (2) 6", OR I FLEXIBLE BUTYL RESIN
�;'�. (1) 2" GRADE RINGS SEALANT OR RUBBER GASKET MANUFACTURER INSTALLED POLY
:i ;� SEE NOTE 13 / JOINT, PROPYLENE COATED _
& 0 ':'—:� STEP OVER INVERT
<
— — 1.� OUT SEE STEP DETAIL
Z,; , JOINT 424"- SEAL INSIDE AND OUTSIDE OF
ti 4 1. � SEALER JOINT WITH FAST SET MORTAR
. �, 0 Z SMOOTH FINISH
�? " O .
P, , 00
.
I , TA
— I — I ,r,,,, - —LIFT HOLES THAT EXTEND THRU THE
., WALL SHALL BE SEALED WITH
g � .ON-SHRNK GROUT, LIFT HOLES -AT
:E ;E HAVE PVQ CAPS THAT DO NOT EXTEND
b 6 . THRU THE WALL SHALLNOT REQUIRE
I
� � � - 4 " MIR . GROUT SEALANT.
11 SEECHART
I TS -F A
FEEXNOTE 5 FOR
I E - _ BOOT
. 1 — JR CONNECTOR
. I I GONG BRICK AND ORTAR INVERT
,
ii t C—:� I--,— PLACED IN FIELD TIM) a14 HEIGHT OF \1
OLI
-�Ii I = [PIPE SE SHELF DETAIL.
>I EE
I— —REINFORCING SEE CHART ABOVE
SEE CHART F "I -�­SEE NOTE 3
6" MIN, GO PACTED NO 57
-T— t STONE 21,
�� I =IMI
��I�m, �011'u�� I
� Ill 1H, � H 1 q
1
NDItT1JRBED 8UGGRADIE
SEAL ANNULUS AROUND PIP AT
ENTRANCE WITH NON -SHRINK
r
'ROUT�
, , — — — —
ST ANDARD MANHOLE PUBLIC WORKS COMMISSION
N.T& FAYETTEVILLE, N.C.
--
S,2 I DWG. BY FAYPWC WATER RESOU CES
.01,2017 JAPPROVED$Y. J.E.G. ENGINEERING DEPARTMENT
FAYPWC RING AND COVER
SEE DETAIL �2 TYPES OF RING
AND COVER APPVD)
I GRACE RING MAX (3)
I", (2) 6" OR (1) 2" SEE NOTE
13
ECCENTRIC REDUCER
1�-IOIEIT SEALER
_ _ SEAL LIFT HOLES I
SEAL AROUND PIPE
SEE SHELF DETAIL
FLEXIBLE EPDIM RUBBER
F30 T
SANITARY SEVIER (OUT)
NO 57 STONE
REVISION
'
,REATED SlA ADDED NOTES 13-17
%DDED SHEET 2 OF 2
" I ­ � I
TAPPING SADDLE -, 1111 - I, , I
E -;B Z, !l
I MANHOLE SHALL BE IN ACCORDANCE WITH DROP STRUCTURE SHALL BE INSTALLED AGAINST WALL OF
I ',.:
,
(OPTIONAL) ': T�:�­ ,
,. .1
I V
z
2 ALL PVC F1TTWG$ FOR DROP STRUCTIJRE.$HAUL 6, S'DIA. MANHOLES REQUIRED FOR ALL DROPS 6" AND
NOTE TAP SHALL BE 4 1/2' PERMANENT ASS'Y - I
FOR 4" LATERAL, AND SEE CLEANOUT CAP ASSY
­-
,I . �
-
B, 1�
,I
SEWER 11
SHALL BE 6 I/2'FOR 6 �
-,�-, 1
m
-,,o
I
SEWER MAIN OR LATERAL VERTICAL DROP BETWEEN LATERALS SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE
LATERAL, RISER SHALLBE ,V'SDR-26PVC
INVERTS EXCEEDS 2.60'. SEE PIPE SLIDE DETAILS NO MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL
e
STEELSTRAP �
-`1--1-
I
I
IT IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE
EXCEPT IT SHALL BE 4" D1 IF THE
PLAN
SHALL BE USED F THE ABOVE CONDITIONS ARE NOT MET,
DETAIL S. 12) SOIL TO BOTTOM OF BEND,
0== THE LATERAL IN% BEET SHALL BE AT THE TOP OF THE SHELF.
LATERAL ITSELF IS DUCTILE IRON
T INSTALLATION OTHER THAN AS SHOWN MUST BE
-
��
T
FLEXIBLE BOOT CONNECT ED
�0�4,
TO 14H WITH $8 EXP. RING
E�-- 9. rLEXRSQOT SHALL BE CONNECTED TO MH ONYLY UNLESS APPROVED OTHERWISE BY
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4�
STONE SHALL BE OPP. ?/I
NON -SHRINK GROUT SEAL ---\
-- I
- I I F -45'BEND
SDR-26PVC
EXTENDEDTOBED 0,vA.5`-A �096.
'1q, ,,A� "---
-- i I—- _
-__ _ FOR PVC
(;�
LATERAL CONNECTION UI - -,
FROM UNDISTURBED SCI - ��E - -7 I ­ -1 17�
�� � EE A,A0 ,­- - 1. -
,--� - j --i I---
- - -
-­; -1
-
1 1 LATERALS,
-- - -7 ­­- UTILIZE SOR-26
1, 1-1 I -1 I- -
I
I
jSEAC-WQSELLXSDR-2*b1`1UUI
�6"IUUI
----- I � L �- : � ,
� . , 1
I I � -I , .-I t --l; i
__ _ -
1 1 I:- I I- G�SIITED
I 1 1 1 FIC
� F I -3
THREADED SLOTTED _
I -I z_ - i�, I I -
-III I --i - -I
-1 -I Ill- , -- FOR DI LAI ERALS,
CAST IRON PLUG
, I � ; , , Ili "-­�,'�­''
I 1-1
il UTILIZE M,I
� FOR FORCE
-L11 --i
I i 1-i - - I -1:
-1
I I.- I I .1, I 1 -, -
- I. ---
1-111'. , FITTING WITH
J, i
TRAFFIC CAP
a
I --I 1! - t - I -- I � � ,
- ­� 2 1
',. -�
I -1 I i - TRANSITION
,
� APPROVED BY
=
T 1 , . ..... L" I -�
- I � =1 --I I - I -
1 F �
I
I jj�i _1 _ __
I I -, GASKET OR
i�;�2
! i
Coco -"-,- A ­11A� 4 1. - �
-- � � 1-�--.-.� -j ­­ -- �
i I � I PA­1SH­CNDIxPVC
I
� PVC USE A C�900 BELL X SDR -26 "
11-1 1 III - I ::--d I _.-
.. - � :- I -; --� j '-'-I I ­ PVG SOR-2 (
, 2 I i, " ij i I
FITTING
THREADED CAST--=
IRON HU B
-j_:
I 22 1 1 : I'll,
t i TE -1
, - I I I .....
- - i - � --TF, COMBINATIO (
�
-EXTENDSSTORMOR
I -
. SDR -26 PVC /
111B.1
� 1-111-ff-
I NOTE IS ON SAI) OR
- 1- STURSED SOIL MECH JOINT FITTINGS,
PR��ERTY LINE IDA OR
PVC, DEPENDING ON
I
IF D 1. LATERAL.
LATERAL MATERIAL)
STAINLESS
�Al
INVERT CUT. SEND SHALL BE
-
�1� �­;­ �!,­U-­ .�W' SAV 1A BEND --
.1. I �� j .. �� , SDR.35
STEEL HOSE --�
FAYPWC CONTRACTOR SHALL S W CUT
DWG, N—
CLAMPS I "CALIPLASITIO
*REFER TO FAYPWC
SEAL ANNULUS OVER AN[
MIN, 1/4" THICK EPDM COUPLING DETAIL 9.12 REGARDING
N057STON
. ED
BENDS IN LATERAL.
FOR SEWER SERVICE LATERAL
C/O CAP ASSEMBLY
i ;
REVISED NOTE 22, TABLE
- � � ­­ ­ ­­ ,
NOTES SEE DETAIL S 111
---
SEWER SERVICE LATERAL
--- ---.
PUBLIC WORKS COMMISSION
.
N .
REVISION
(4 -INCH AND 6 -INCH)
FAYETTEVILLE, N.C.
BLOCKS STACKED 2 HIGH
SECTION B -B
_�ATE
_ —
- N.T,S,
I BIT APART.
X. SEWER .
I III I H AM- BIRIC3, AMID MORTAR
I
­
OT113 REVISED NOTES
_
SHEET NO.
WG NO =,O-Fw-.—.,-,.
I
STEEL KORBANDTAD IVAN
WATER RESOURCES
zd"b
2
01/14 MDDED TA.LPAECE,NOTES
T, 0 F 1
ED AT ""
:E::
EERING DEPARTMENT
, .
-
3
— -- .
01115 �EV18ED NO LESS RE, TAILPIECE
. ----
SI0­RESS1UAT.dv,9
\-
�,
- -
SHAPE FLOWCHANNEL TO
- SLOPE TOP OF CONCRETE
-
3/4 HEIGHT OF OUTLET PIPE
SHELF (1,12 MINF212 MAX)
SHAPEFL WCHANNELTO
I
,f
SLOPE TOP OF CONCRETE ­`
w
�
TOWARDT-ROUGH
3FI HEIGHT OF OUTLET PIPE
'S
i
SHELF (1.12 MJN12:12 MAX)
IOAARDTR Q�GH
.
11
!��
. I
IS
��:
1�
S -LOPE
2
-
II
�
- -I-
4" LATERAL
SEWER OUT
�Fm,
I =
-
(LOCATION VARIES)
�,
RFMOVF EXISTING i 0, -
S
�,IEALAROUNDPIPE RING AND COVER AND STEPS -
4"IROUGH
PIPE ABOVE SPRING LINE AF ER
18!'MIN. POMPACTED �
ALIGN OVER INVERT OUT
ACCEPTANCE OFMANHOLE SEBY
RING AND COVER AND STEPS -
= I
MIN, 4000 PSI
�- �
FOUT
ALONOVER INVERT OUT
AND REMOVE EXISTING PIPE CROV,N.
BLOCKS 180'APART.
� -
-
-C
STACK BLOCKS AS
NO 57 STONE
NOOEBRISSHAU SEALLOWED
TO ENTER SANITARY SEWER
-
SLIDE DETAIL FOR LATERALS
DOGHOUSE MANHOLE
PUBLIC WORKS COMMISSION
ENTERING MANHOLE
(MAINS 16"OR LARGER)
FAYETT EVI LLE, N.C.
ALSO SEE DETAIL S 4
N T,& "-"]-
�
1
- � Y
1 07116 ADCA�DSHEET2
SHEET NO
G'-
WATER RESOURCES
-
16. THELATERAL INVERT SHALL BEAT
2OF2
-
DATE JAN.01,2017 IAPPROVECBY� J.E.G
ENGINEERING DEPARTMENT
THE TOP OF SHELF. AT TERMINAL
MANHOLES,THE CROWN OF THE
NOTES
I
I 11 NTERIOR DROP STRUCTURE REQUIRED
'�JGE
LATERAL SHALL BE NO LOWER
THAN THE CROWN Or -1 HE
I MANHOLE AND CONNECTIONS
5. MANHOLE MEET' , ALL REQ� OF VERTICAL SEPARATION BETWEEN
OUTGOING SEWER MAIN,�NALESS
SHAL BE IN ACCORDANCE WTH
ASTM C478 INVERTS EXCEEDS 2 50% SEE INTERIOR
OTHERWISE APPROVED BY FAYPVV0.
5AYPWC STANDARD MANHOLE.
6 CONCRETE IS MINIMUM 4000 PSI DROP STRUCTURE DETAIL.
2 BRICKUSED ORINVERTAND
COMPRESSIVE STPENGTH 12 VERIFY SLIDE INSTALLATION
17, NO MORE THAN 4, FOUR INCH
SHELF CONSTRUCTION SHALL
BE NCD T STANDARD CONCRETE
7. MANHOLES GREATER THAN 12'IN DEPTH WITH PROJECT COORDINATOR
LATERALS OR 3, SIX tNCP. LATERALS
SHALL ENT R A 4'DIAMETER
JUMBO BRICK, MEETING ASTM
SHALL HAVE MIN, W EXTENDED BASE, PRIOR TO CONSTRUCTION.
TERMINALMANHOLE NO MORE THAN
C55 GRADE �I I EXCEPT
8.SE STANDARD MANHOLE DETAIL FOR
I LATERALS (REGARDLESS OF SIZE)
ASSORP ION LESS THAN 10
ADDITIONAL REQUIREMENTS, 13, MANHOLE AND CONNECTIONS SHALL BE
SHALL EN EAR ALL OTHER 4'DIAMETER
LBStCUFT
IN ACCORDANCE WITH FAYPWC,
9, MORTAR SLIDE SHALL BE USED FOR STANDARD MANHOLE DE AL
MANHOLET. AL LATERALS SHALL
LES THAN I FOOT SEPARATION
I 1
HIVR AN NDIVIDUALTROUGHURALESS
3. MATERIAL LASED TO SEAL AROUND
PIPE SHALL BE NOWSHRINK GROUT
BETWEEN INVERT OUT & INVERT Or 14 THE MININIUM SLOPE ACROSS THE INVERT
THEY HAVE A SHOP OR DROP
S RUCTURE. 5� DIAMETER MANHOLES
4 MA HOLE SHALL BE CONSTRUCTED
INCOMING PIPE. OF THE MANHOLE SHALL BE 1%. UNLESS
S �AU­ BE USED iFTHE ABOVE
OF PRECAST CONCRETE. FIBERGLASS
AT PIPE SLICE REQ'D WHERE VERTICAL OTHERWISE APPROVED BY FAYPVVC.
CONDITIONS ARE MOT MET
MANHOLE IS NOT ACCEPTABLE.
SEPARAT ION BETWEEN PIPE INVERTS 15 ANHEN EXTENDING IN FUTURE,
18 NO MORE THAN 5 LATERALS SHN L
IS GREATER T AN 1 'AND LESS THAN CONNECT TO EXGTINGMH PER
ENTER A 5*DiAMETER MANHOLE
OR EOU;L TO 2,5' rAYPWC STANDARDS
IS.USEO TEEANVESONLAFERALSiS
'JOT ALLOWED,
TERMINAL MANHOLE
PUBLIC WORKS COMMISSION
NO,
-
DIANE EVASION
—
NT&
FAYETTEVILLE, N.C.
SHEET NO jDWG. NCT S.20 OVID. BY
TAYPWC
k, - 1. � . , -1 � ,�
WAT I ER . RES 1, OUR . CES . -
3pft
—
1 OF I JDATE. JAN. 01, 2017
ENGINEERING DEPARTMENT
S20-TERMINAIL-MANIHOLF d.9
I - -
-
11 PIPESIZESI MANHOLESIZE IMIN.WALLT ­-FIVIIRt BASE THICKNESS
1 2 1 " 9, I �---.S-S --- F 48- ­­GjAMETRR ,�ICKNESS I 11 �
-----��— I ASTMA-185015SCAN. I 6" -- .
U4__ 1 72'D1=:±-- 7" 1 ASTMA-1850.15§0./iN. [ 11. - -
I MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
f REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6'DiAMETER.
CASTRONFRAME&
COVER SEE DETAIL ��=
— — MAX (3) 4", (2) 6", OR I FLEXIBLE BUTYL RESIN
�;'�. (1) 2" GRADE RINGS SEALANT OR RUBBER GASKET MANUFACTURER INSTALLED POLY
:i ;� SEE NOTE 13 / JOINT, PROPYLENE COATED _
& 0 ':'—:� STEP OVER INVERT
<
— — 1.� OUT SEE STEP DETAIL
Z,; , JOINT 424"- SEAL INSIDE AND OUTSIDE OF
ti 4 1. � SEALER JOINT WITH FAST SET MORTAR
. �, 0 Z SMOOTH FINISH
�? " O .
P, , 00
.
I , TA
— I — I ,r,,,, - —LIFT HOLES THAT EXTEND THRU THE
., WALL SHALL BE SEALED WITH
g � .ON-SHRNK GROUT, LIFT HOLES -AT
:E ;E HAVE PVQ CAPS THAT DO NOT EXTEND
b 6 . THRU THE WALL SHALLNOT REQUIRE
I
� � � - 4 " MIR . GROUT SEALANT.
11 SEECHART
I TS -F A
FEEXNOTE 5 FOR
I E - _ BOOT
. 1 — JR CONNECTOR
. I I GONG BRICK AND ORTAR INVERT
,
ii t C—:� I--,— PLACED IN FIELD TIM) a14 HEIGHT OF \1
OLI
-�Ii I = [PIPE SE SHELF DETAIL.
>I EE
I— —REINFORCING SEE CHART ABOVE
SEE CHART F "I -�­SEE NOTE 3
6" MIN, GO PACTED NO 57
-T— t STONE 21,
�� I =IMI
��I�m, �011'u�� I
� Ill 1H, � H 1 q
1
NDItT1JRBED 8UGGRADIE
SEAL ANNULUS AROUND PIP AT
ENTRANCE WITH NON -SHRINK
r
'ROUT�
, , — — — —
ST ANDARD MANHOLE PUBLIC WORKS COMMISSION
N.T& FAYETTEVILLE, N.C.
--
S,2 I DWG. BY FAYPWC WATER RESOU CES
.01,2017 JAPPROVED$Y. J.E.G. ENGINEERING DEPARTMENT
FAYPWC RING AND COVER
SEE DETAIL �2 TYPES OF RING
AND COVER APPVD)
I GRACE RING MAX (3)
I", (2) 6" OR (1) 2" SEE NOTE
13
ECCENTRIC REDUCER
1�-IOIEIT SEALER
_ _ SEAL LIFT HOLES I
SEAL AROUND PIPE
SEE SHELF DETAIL
FLEXIBLE EPDIM RUBBER
F30 T
SANITARY SEVIER (OUT)
NO 57 STONE
REVISION
'
,REATED SlA ADDED NOTES 13-17
%DDED SHEET 2 OF 2
" I ­ � I
-- -111--1---.--,
JUMFS: 9, M93P 9TA01rU91 PM =rC rl A 711M 7 T51—AMETER.
-
I MANHOLE SHALL BE IN ACCORDANCE WITH DROP STRUCTURE SHALL BE INSTALLED AGAINST WALL OF
I ',.:
FAYPWC STANDARDS, SEE MANHOLE DETAIL FOR MANHOLE AS SHOWN. IF THE GRADE DOES NOT ALLOW, THEN
,. .1
ADDITIONAL INFORMATION. INSTALL AS DIRECTED BY FAYPWC
,- , -
"� I - - .
2 ALL PVC F1TTWG$ FOR DROP STRUCTIJRE.$HAUL 6, S'DIA. MANHOLES REQUIRED FOR ALL DROPS 6" AND
-5-,
BE SDR -35 PVC WITH SOLVENT WELD JOINTS. GREATER IN DIAMETER, AND WHEN 3 OR MORE 4" LATERALS
qEW$AN[TAARY IIA
3. MANHOLES GREATER THAN 12" IN DEPTH SHALL ENTER MANHOLES VVITH 4" INTERIOR DROPS. NO MORE THAN
SEWER 11
HAVE MIN. 6" EXTENDED BASE FOUR 4" INTER IOR DROPS ARE ALLOWED INA 5'MANHOLE
-,�-, 1
,L DROP STRUCTURE SHALL BE PLACED WHERE 7, NO MORE THAN 4, POUR INCH LATERALS OR 3, SIX INCH
I � �
SEWER MAIN OR LATERAL VERTICAL DROP BETWEEN LATERALS SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE
I"XI16'57AINLE55 - - ". �:,
� . "' ,
INVERTS EXCEEDS 2.60'. SEE PIPE SLIDE DETAILS NO MORE THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL
e
STEELSTRAP �
-`1--1-
FOR CROPS LE88 THAN 2.50'VERTICAL SEPARATION. ENTER ALL OTHER 4'DIAMETER MANHOLES. ALL LATERALS
IT IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE
SHALL HAVE AN �NDJVIDUAL TROUGH. S'DAMETER MANHOLE�
PLAN
SHALL BE USED F THE ABOVE CONDITIONS ARE NOT MET,
DETAIL S. 12) SOIL TO BOTTOM OF BEND,
0== THE LATERAL IN% BEET SHALL BE AT THE TOP OF THE SHELF.
SDR -35 PVC SW TEE 7
T INSTALLATION OTHER THAN AS SHOWN MUST BE
SDR�26, AS MANUFACTURED BY HARCO, GPK OR APPROVED EQUAL.
: 6, NO MORE THAN 5 LATERALS SHALL ENTER AS' 10. CONNECTIONS TO EXISTING
FLEXIBLE BOOT CONNECT ED
DIAMETE TERMINAL MANHOLE. MANHOLES SHALL HAVE CORE AND'SOOT'
TO 14H WITH $8 EXP. RING
E�-- 9. rLEXRSQOT SHALL BE CONNECTED TO MH ONYLY UNLESS APPROVED OTHERWISE BY
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4�
9 - WITH STAINLESS STEEL EXPANSION RING. FA PWO PROJECT COORDINATOR.
NON -SHRINK GROUT SEAL ---\
e. , � FLEXIBLE BOOT CONNECTORS SHALL CONFORM 11� ALL MANHOLES SHALL BEVACUUM
SDR-26PVC
,
: . TO ASTM C�923 SPEC, TESTED IN ACCORDANCE MTH EAYPWC
&'MIN 12" MAX
I STANDARDS
. ,
�OIR TRANSITION FROM D.J. TO PVC ----I
=
-No :Ur1LLZESDR­35SWPVC1148EMDF0R WTIPE
jSEAC-WQSELLXSDR-2*b1`1UUI
�6"IUUI
1 FORCE MAINS. UNLESS OTHERWIst APPROVED SDR-�5
OR BELL) ADAPTOR.
2" MIN � j BYAFAYPWC� NOTE, UTIL
COMPACTED NO. 57 OR NO� 5 --,�
, GROUT SEALED SOR46 SAN
STONE FROM UNDISTURBED ,
114 B04D
SOIL TO SPRING-LNE OF PIPE ..
� FOR FORCE
AS DIRECTED By FAYPW0 1.
1 MAINS,
&MIN I UNLESS
PROJECT COORDINNfOR.
� OTHERWISE
REQUIREMENTS FAYETTEVILLE, N.C.
NIS
,
� APPROVED BY
I"XIle, STAINLESS STEEL STRAPS 0
. � -
CONFORMING TO -1 HE PIPE ANCHORED
I I � F R TRANSITION FROM D.J. TO b
WITH STAINLESS STEEL ANCHOR BOLTS
� PVC USE A C�900 BELL X SDR -26 "
AND WEDGE ANCI ­­. - S-6.1 - �<
�
, " SPIGOT (OR BELL) � \
MINIMUM, STRAPS SHALL BE TOC� MAX.
, I . FLEXIBLE BOOT
PLACEST APSWFIHINTOF EEAND
WITHIN TOF 114 BENI). ALL OTHER STRAPS
I -
. SDR -26 PVC /
111B.1
SHALL BE 3'0,C,
-
I
I 7- SS STRAPS il
SOR-35 SW PVC 114 BEND TOWARD - I
E
INVERT CUT. SEND SHALL BE
-
�1� �­;­ �!,­U-­ .�W' SAV 1A BEND --
.1. I �� j .. �� , SDR.35
INTERIOR DROP STRUCTURE
PUBLIC WORKS COMMISSION
INOj DATE
1___ _ REVISION
SEWER MAINS & LATERALS
FAYETTEVILLE, N.C.
4 11108
VISED FITTING MATERIAL
SHEET NO
--- - - - - ------- 1pwft
WATER RESOURCES
-5-,
EVASED NOTES 5 & 6, HUB I
A or I
ENGINEERING DEPARTMENT
6 07114
DDED FORCE MAIN NOTE.
I
11
PROJECT COORDINATOR.
H,dM
I I I
- ---
SEWER SERVICE LATERAL NOTES
I I . HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH
12. LATERALS LESS THAN 3'IN DEPTH OR GREATER THAN 20'DEPTH SHALL
SHELL CUTTER M0 HAMMER TAPS ALLOWED
UTILIZE DUCTILE IRON PIPE AKIO FITTINGS WITH CERAMIC EPDXY
2. LATERAL SHALL CONFORM TO ASTM SPECS. D-3034
(PROTECTO 401), OR WHEN SEPARATION REQUIREMENTS CANNOT BE MET,
SDR -26 UNLESS OTHERWISE INDICATED AS CA,
13, ENTIRE SEWER LATERAL ASSEMBLY SHALL 53E AIR TESTED
3, ALL PIPE & FITTINGS SHALL BE A' OR 6' UNLESS
CONCURRENTLY WITH SEWER MAIN.
OTHERWISE SPECIFIED,
14� INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO
4. ALL DA. PIPE SHALL HAVE AN INTERIOR LINING OF
FLUSHING SANITARY SEWER MAINS.
CERAMIC EPDXY (PROTECTO 401). THE ENTIRE DA.
IS LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED BY THE FAYPAG
LATERAL SHALL BE COMPRISED OF DA PIPE &
PROJECT COORDINATOR.
MECHANICAL JOINT FITTINGS.
16, WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A
5, ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS
MANHOLE,
INSTALLED
IT IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE
6 SANITARY SEWER SERVICE CIO STACK SHALL BE
BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED (SEE
LOCA1 ED I 8" FROM WATER SERVICE LOCK VALVE WHEN
DETAIL S. 12) SOIL TO BOTTOM OF BEND,
IN THE SAME DITCH.
18 PVC COMBINATION SHALL BE A MOLDED WYE AND BEND, GASKETED,
T INSTALLATION OTHER THAN AS SHOWN MUST BE
SDR�26, AS MANUFACTURED BY HARCO, GPK OR APPROVED EQUAL.
APPROVED BY THE FAYPWC.
19, NO MORE THAN 4, FOUR INCH LATERALS OR 3T SIX INCH LATERALS
8. 'CONNECTIONS TO THETOP OF MAIN SHALL NOT BE
SHALL ENTER A 4'DiAMETER TERMINAL MANHOLE. NO MORE THAN 2
, LOWED, UNLESS OTHERWISE APPROVED BY THE
AL
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4�
FAYE , PROJECT COORDINATOR.
VIC
DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL
9. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE
TROUGH. 5'DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
DETERMINED BY THE TOPOGRAPHY OF THE LOTAS
CONDITIONS ARE NOT MET.
APPROVED BY THE FAYPWC ENGINEER OR AS
20, ALL LATERALS (4" AND 6") SHALL UTILIZE A 9'RISER (STACK).
tNDICATEO ON THE DRAWINGS.
21, REFER TO DETAIL S.12 FOR SEPARATION REQUIREMENTS.
10- LATERAL SHALL CONFORM TO THE 2AMINIMUM SLOPE
22, FOR SINGLE FAMILY RESIDENTIAL LOTS, CLEAN-OUT SHALL BE LOCATED
FOR THE,VOR THE 1�/. MINIMUM SLOPE FOR THE G'�
IST FROM RIW OR EASEMENT. FOR ALL NON -SINGLE FAMILY LOTS,
MAXIMUM CLEAN OUT SPACING FOR 4!'PIPE 75'. 6'PIPE
CLEAN-OUT SHALL BE NO CLOSER THAN 10'TO FRONT OF BUILDING,
109�
UNLESS OTHERWISE APPROVED BY FAYPWC
1T SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR
SU28ASE SHALL BE UNDISTURBED -/
SOIL WHERE SOIL AS DEEMED � PIPE ._IA� CONTINUOUS 2GA,&NGUE
SLIDE & SHELF DETAIL FOR VERTICAL DROPS Or MAINS
SHALL BE SUPPORTED ON
4- 6" SOLID CONCRETE
""XI
AND LATERALS.
REQUIREMENTS FAYETTEVILLE, N.C.
NIS
THE FOLLOWING TABLE SUMMARIZES THE MATERIALS -TO BE UTILIZED FOR
SEWER MAIN TO LATERAL CONNECTIONS:
6---
vl:lckltl�
.-------
—.�-�—..L.
L... .1.11B.,
I
an tlall.—., -Inpioved SL
�Bljmwal ij-ie
�:!I-111­
-
Lateral PVC fitting
or appirmed saddiel MJ fitting with tra sition gas a
IPVC
I
or approved saddle
NOTE: REFER TO FAYPWC
TECHNICAL SPECIFICATION$ FOR ADDITIONAL
INFORMATION.
6x 5,W&W8 WVvM
SEWER SERVICE LATERAL
PUBLIC WORKS COMMISSION
NO. DATE
---
REVISION
NOTES (4 -INCH AND 64NCH) I
FAYETTEVILLE, N.C.
lapity
2 10111
7 01113
REVISEDNOTES
REVISED NOTES AND ADDED TABLE
FAYPWC CONTRACTOR SHALL S W CUT
DWG, N—
BE
]DAT
WATER RESOURCES
SEAL ANNULUS OVER AN[
—
N057STON
. ED
(SEE DETAIL S 4)
ENGINEERING DEPARTMENT
4 01115
i ;
REVISED NOTE 22, TABLE
- � � ­­ ­ ­­ ,
NOTES: 13 C014CRETE GRADE RINGS SHALL 140T BE USED FOR ABOVE
I PRECAST REINFORCED CONCRETE MANHOLES SHALL BE: IN GRADEADJUSTNTENFS(,C OUTFALLAREAS) USEOFGRADE
ACCORDANCE WITH ASTM C-478 RINGS ARE ALLOWABLE N YARD AREAS AND PAVEMENT WHERE
THE RING AND COVER ARE AT GROUND LEVEL
2, MINIMUM, CONCRETE COMPEBSSF/�- 8TRENG1 IT SHAU HE 1000 Rai
I4 THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE
3� MANHOLES GREATER THAN 12'DEPTH SHALL HAVE MfiN11',1,LjM 13' SHALL BE A % UNLESS CTHERWTSE APPROVED BY FAYPWC
EXTENDED BASE
II5 THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
4 FLEXIBLE GUTYL RESIN JOINT SEALANT SHALL eE NACCORDANCE THE CONE SHALL HE SeALPIT ON THE OUTSIDE BY AN APPROVED
WITHASTMI RUBBER GA$NETJOINTS SHALLEAE IN JOINT WRAP THE'IVRAPSHA' 'L BE IN ACCORDANCE WITH
ACCORDANCE WIT H AST NI C143 FAYPV1'C SPECIFICATIONS
5 FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL BE IN 16, MANHOLE BOOT FOR 4 -INCH LATERALS. SHOULD IT BE
ACCORDANCE WITH ASTM C923T INSTALLED BY MANUFACTURER NECESSARY TO,NS-ALL A 4 -INCH LATERAL INTO A MANHOLE, THE
WITH STAINLESS STEEL COMPRESSION RING AND TAKE-UP CLAMP RUBEIR BOOT -HA� THE LPTERAL IS INSERTED INTO SHALL BE
CONNECTION TO MAIN SHAI L BE BY CONTRACT R VVITH
'O SECURELY FAS�FENFO TO THE CORE HOLE BY UTILIZING A
STAINLESS STEEL PIPE CAMP STA INUESS STEEL BAND -1 HAT IS TIGHTENED USING A JACK OR A
TORQUE WRETACH (DIRECT DRIVE) BOTH STANDARD SIZE ANT)
6 CONNECTIONS TO EXISTING MANHOLES SHALL BE BY CORING STEP DOWN BOOTS ARE ALLOWED THE TORQUE WRENCH SHALL
MANHOLE AND FIELD INSTALLINGA FLEX BOO T CONNECTOR DO BE SUPPLIED BY THE MANUFACTURER. NO OTHER TYPE BANDS
NOT ALLOW DEBRIS TO ENTER SYSTEM OR METHOD OF SECURING THE BOOT TO THE MANHOLE SHALL RE
ACCEPTED
7 MORTAR SHALL BE QUICK SETTINGT NON -SHRINK GROUT MIXED IN
ACCOR DANCE WITH MANUFACTURERS RECOMMENDATIONS FOR FOUR (4) INCH SEE 26 LATERALS, THE PIPE OUTSIDE
DIAMET FIR RANGE OF THE BOOT SHALL BE 3 5 INCHES TO 4,26
$ MANHOLE STEPS SHALL BE AN ACCORDANCE WITH A$TM GAP$ AND INCHES
OSHAREGULATIONS ALIGN STEPS WITH INVERT OUT
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
� PRECAST INVERTS ARE NOT ALLOWED STANDINGWATERIN DIAMETER RANGE OF THE BOOT SHALL EITHER BE AS FOR VC OR
INVERT OF MANHOLE IS NOT ACCEPTABLE 4 25 INCHES _, 0 4,81 INCHES
10, VERTICAL DROPS BETWEEN THE INFI OW PIPES AND OUTFLOW IN ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE LATERAL
PIPES SHALL REQUIRE THE F OLLOWNG BY MEANS 01- A SINGLE STAINLESS STEEL STRAP
A ON EATER THAN 2 6SEE DROP STRUCTURE
DETAIL (MIN 5DAAME ERMH REQUIRED) THE LATERAL INVERT SHALL BE AT THE TOP OF THE SHELF
8 VTO 2 5'SrE NI �E SLIDE DETAIL
C LESS THAN 1' EE MORTAR SLIDE DETAIL 17 NOMORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
SHALL ENTER A 4'DIAMETER TERMINAL MANHOLE NOMORE
11 AN ECCENTRIC CONE SHALL BE UTILIZED ON ALL MANHOLES, THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL
UNLESS OTHERWISE APPROVED BY FAYPWC OTHER 4 QIAMETER MANHOLES ALL LATERAL$ SHALL HAVE AN
INDIVIDUAL TROUGH 6'DIAMETER MANHOLES SHALL BE USED IF
12 INVERT ON PLANG!S TO MANHOLE CENTERLINE. THE ABOVE CONDITIONS ARE NOT MET
18 NOMIORE THAN 5 LATERALS SHALL ENTER A 5'DIAMETER
19 USE OF TEE-WYES ON LATERALS IS NOT ALLOWED
20, ALL MANHOLES SHAI L BE VACUUM TESTED AN ACCORDANCE
WITH FAYPWC STANDARDS
- --.-- -1 ----
PUBLIC WORKS COMMISSION ---- !0, DATE REVISION
STANDARD MANHOLE FAYETTEVILLE, N.C. I Z�REATED DETAIL, ADDED NOTES 14-2
2 fi
- C1108
VG, BY FAYPWC 3poft 0 /13 REVISED NOTES 9, 10, 11,
SHER N I WATER RESOURCES :ONVERTEDTOS2SHEELZz_ ­
2OF2 I PROVED8Y J.EG. ENGINEERING DEPARTMENT
­ —
2-STANDARDHMANHOLEdvAg
---
---- '-----
170TES
(2) CAM LOCKS (2) STAINLESS STEEL I MANHOLE FRAME AND COVER TO BE MADE OF GRAY
, � SEE EAE`FAITT (2) CAM LOCKS DEAL PINS 1/2" DIA CAST IRON CONFORMING TO ASTM SPEC A4&83,
_ XI -3/4" CLASS 35, MANUFACTURED BY SAME MANUFACTURE
, E; , ENO ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
, 2� PICK EARS DIMENSION8SHOWN THEY SHALL BE CLEAN AND
I BEN DETAIL RE FFCT, WITHOUT 81-OWOR SAND HOL"SOR
DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR
. `�� STRENGTH NOPLUGGfNGORSTOPPtNGOF
__j I DEFECTIVE HOLES WILL BE PERMITTED.
i 0 2 CAST AMOS SHALL BE UNPAINTED AND BHA: -L HAVE
I THE LETTERS PRVC-FAY-NC' AND "SANITARY SEWER"
CAST INTO COVER LETTERS SHALL BE RAISED AND
a 3 CLEARLY ISIBLE
- " MANHOLE FAINGAND COVER SHALL WITHSTAND H-20
� "I I ... I I </ 1-v VEHICULAR TRAFFIC
1 4 MINIMUM AVERAGE WEIGHT PLUS OR MANUS $%
COVER FACE 5 RING 155 LBS, COVER 160 LBS, UNIT 315 LBS
j­-1-1IVA`DIA PERFORATED COVERS WILL NOT BE ALLOWED
N T S, -1 S SUPPLY SOCKET FOR TURNING CAM LOCK
I
MECHANISM ONE SOCKET PER PROJECT
A t
,
----1121 , 7 USE OF CONCRETE GRADE RINGS ARE NOT
b 'RUBBER ��� ALLUWED, UNLESS APPROVED BY THE PRAC
� �-, CASKET -� CAM LOCK , 6 PROUECT COORDINATOR
- . � IHAS DETAIL IS TO BE USED ON ALL MANHOLES
UI - 26'DIA LAD ATED OUTSIDE OF PAVED AREAS, UNLESS
LU --I CAMLOCKDETAIL OTICHERWISE APPROVED
ITT S - 9 REFER TO DETAIL S. 17 FOR INSTALLATION OF
71- I 3-13/16 1 � VENT STACK
COVER SECTION I -
p ­ AMI'l H I I 5�1
- ININ-1111- �q
Q
I � 11 A_-, 5J8' CIA SS ROD
1i ­­ ­ 2 -oy'16
I I 26-1/8"-26-
�__IW_____� PICK BAR AND
- � I E GASKET GROOVE DETAIL
I -------..
I I
11 I I PPR VELGASKET NTS 0
1 LI -� �' MATEO -�OV%ER
J I 1 24" DIP [AL N T 8,
2� . ' � I FA, I- C.1-1/1� �TAINLESS STEEL 1E.LIX
� � ,:
V �`I-117' -1 ,A=:� � ITH WEDGE ANCHORS ISCORE THREADS
,
,� I , � W
, I
I % A REMOVAL)
1 26!'-26-118�_ DIA_
34' D -A,
�
FRAME SECTION FRAME
N LS ­­­­ -- J � .
STANDARD NON-TP7\rrZ XrEA NO DATE REVISION
MANHOLE RING AND COVER PUBLIC WORKS COMMISSION .-
WITH WIPER GASKET & CAM LOCK FAYETTEVILLE, N.C. I SEVISIFID -NOTE ON PRAME
- HT S, --� 1 07J08 N E"CTIONA'Ifflo '
I_--
EV'S
,C
z4va /08 R __UN,. "S'SCHN'
SHEET E WATER RESOURCES 2 12 PRAMF SECTION
- - -%T.ffl- - ---
I OF I , JAPPRI ,Ec�- ENGINEERING DEPARTMENT 3 07/09 �ff `§ ) NOTE�C�N FRAME
- ----- -, -- - -- SECTIONIREVISED NOTE 3
36 -RING -COVER dIM
10'MIN. HORIZONTAL
SFPARAT [ON BETW WATER MAIN IUMIN HORIZONTAL
AND SEWER OD TO D i� SEPARATION BETWEEN WATER
� EXISTING AND S&ER CUTO DID
UNDERGROUND
- EX GA ELECTRIC WATER MAIN
18" MINIMUM SEPARATION �, F - _CLEANOUT,9HALL BE BE] - EXISTING STORM DRAIN
BETWEEN BOTTOM OF WATER --- _ TO ELEV INDICATED ON PLANS - EX GAS
AND TOP OF SAN SEWER, � EX. UNDERGROUND
OTHERWISE, BOTH THE . If At ELECTRIC
LATERAL & WATER MAIN SHALL 4D CROSSING IN ACCORD WITH
REQUIREMENTS FOR UNDERGROUND
BEDI IFAAATERMANI F , ELECTRICAL CROSSINGS
ONLY MAKE SS LATER 1) I U �� CROSSING IN ACCORD WITH
S ER REQUt EMENTS FOR UNDERGROUND
IN I ELECTRICAL CROSSINGS
24'MINIMUM SEPARAT N M E TIA 182'MINIMUM SEPARATION
ANDTOP OF SAN SEWE , -�- CLEANOUT SHALL BE SET
BETWEEN BOTTOM OF T S RAIN BETWE ' IN BOTTOM OF GAS SEWER
OTHERWISE LATERAL SHALL AND TOP OF SAN SEWER TO ELEV INDICATED ON PLANS
BEDA 18'NIINIMUM SE 'N N 18" MINIMUM SEPARATION
BETWEEN BOTTOM F ATER BETWEEN BOTTOM OF GAS
AND TOP OF SAN E R, AND TOP OF SAN SEWER
OTHERWISE, BOT T E 24" MINIMUM SEPARATION
10'MIN. HORIZONTAL LATERAL& WATE FIN SIT 1 ETWEEN BOTTOM OF STORM, AND
SEPARATION BE BEN WATER WATER MAIN I
TW J� CIE 01 IF WATER MAIN IS EX, TOP OF SAN. SEWER. OTHERWISE
AND SEWER 00 TO 00 X GAS NLY MAKES$ LATERAL DI LATERAL SHALL BE D I
EXISTING ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN
- UNDERGROUND ACCORDANCE W1 IT STATE REGULATIONS
ELE TRIC
2 THE SKETCHES SHOWN ARE POR INFORMATIONAL PURPOSES
18" MINIMUM SEPARATION _ CLEANOUT SHALL BE SET ONLY
BETWEEN BOTTOM OF WATER - - -0 TO ELEV INDICATED ON PLANS
AND TOP OF SAN SEWER 3 THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL EXISTIN
OTHERWISE, BOTH THE -L UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH
LATERAL & WATER MAIN SHALL CROSSING IN ACCORD VVITH CROSSING PRIOR TO CONSTRUCTION OF LATERAL TO INSURE
BE DIL IF WATER MAIN IS EX, SE, REQUIREMEN 'AS FOR UNDERGROUND PROPER CLEARANCES ARE MAINTAINED
ONLY MAKE SS LATERAL 01, ELECTRICAL CROSSINGS
4. ALL PIPE SEND LOCATIONS AND MAX NUMBER OF BENDS
SEWER INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
MAIN COORDINATOR PRIOR TO;NSTALLATION OF BEND OR EXTENDING
1 , MANHOLE MEETS ALL RFQ,
5 A DROP STRIJCI URE,9HALL BE
OF ASTM G478�
�
PLACED WHERE PIPE VER rICAL
2, CONCRETE IS MINIMUM 4000 PSI
2EPAIRAT ON BETVVE
.-ENINVERUIS
COMPRESSIVE STRENGTH.
EX CEEDS 2 59 USE " DIAMETER
MANHOLES WHEN. DROP STRUCTURES
3. MATERIAL USED TO SEAL AROUND
ARE NEEDED
PIPE SHALL BE NON -SHRINK GROUT
B. WITH THE EXCEPTION OF THE
4 MANHOLE SHALL BE CONSTRUCTED
MANHOLE BASE SECTION, AL;
OF PRECAST CONCRETE. FIBERGLASS
OTHER MATERIALS, INSTALLATION'
MANHOLE IS NOT ACCEPTABLE.
,AND I/VOR KMANSHIP SHALL BE
AN ACCORDANCE WITH THEFAYPAWC
4r=
STAN CARD MANHOLE DETAILS
FLEXIBLE RUBBER BOOT
7 DOGHOUSEMANHOLE SHALL BE FREE
IN
OF LEAKS AND HAVE NO SIGNS OF
(SOLID BRICK & MORTAR)
VIS ABLE LEAKAGE E
SEAL ANNULUS OVER
8, SEE STANDARD MANHOLE DETAIL FOR
I -
X
ADD;TIONAN, REQUIREMENTS.
-tM_ 'SEESHELF111ETAIL
// \\
\AMNGANO COVER AND STE "
—E,
LIGN OVER INVERT OUT
UNSUITABLE BY THE FAYPWC
SECTION A -A
/I � \�
C N8TRUCT INVERT IN
ACCORDANCE WITH
CONCRETE INVERT AND
1 ­58� I�jgi­ k
.
FAYPIAD STANDARDS
BASE� PLACED IN FIELD
�,
- -
- = I 1=1 1 1�=l -
� -� 1:
NEW
OF ASTM C478
UNSUITABLE BY THE FAYPWC
TO BOTTOM OF PIPE,
- . I v ---j
STORM DRAIN
BETWEEN BOTTOM OF GAS
-
IN&I ---- -1
01 � , ..
- I � 1� I 11111 L11111-099 111 �
11�I- = --
SEE SHELF DETAIL FOR
SHELF CONSTRUCTION
z
1ANITARY
sng�=
-
11 .1 I
—2-21111111 101illm i 1-1
-
F1 I
I I .
:i
-SHRINK
SEE SHELF DETAIL
FLEXIBLE RUBBER BOOT
AUTHORIZED AREA SHALL BE
IN
/ ,rGR LI A
(SOLID BRICK & MORTAR)
FASTENED W/ T304 STAINLESS
SEAL ANNULUS OVER
-
I -
X
UNDERCUT AND SACXFILLED WITH
-
SELECT BEDDING MATERIAL GRAVITY PIPING
STEEL KORBAND TO MH
AND AROUND PIPE AT
. - I
/
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T-300 STAINLESS STEEL -----
DOGHOUSE WITH SOLID
­
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ASTI A-185 0.12 SQ. IN,
PIPE CLAMP
13RICK AND MORTAR
z �
M, 17--=-�, /
8" MIN� IF FORMFD�
OF LEAKS AND HAVE NO SIGNS OF
'
SELECT BEDDING MATERIAL---
(SEE NOTE 1) I_-iil_
I
2
,,, - -
rfV -
UNFORMED EXTEND
NEW SANITARY SEWER F",
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,
I
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0 UNDISTURBED SOIL
AND UP TO .SPRING LINE
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.­�,�.T -
UTILITY CONFLICT SEPARATION PUBLIC WORKS COMMISSION
�
SU28ASE SHALL BE UNDISTURBED -/
SOIL WHERE SOIL AS DEEMED � PIPE ._IA� CONTINUOUS 2GA,&NGUE
-1 i Ii I
SHALL BE SUPPORTED ON
4- 6" SOLID CONCRETE
""XI
EXIST SANITARY
REQUIREMENTS FAYETTEVILLE, N.C.
NIS
11z
.. I .�
MONOLITHIC POUR OF rC
BLOCKS &TACKED 2 HIGH
SEWER OUT
.
-
.
I
1MV ERT AND BASE PLACE
180'APART,
WATER RESOURCES
T
7 01/01105 REVISEDNOTES
FIE ED I 0 BOTTOM OF PIP
REMOVE EXISTING TOP OF
6x 5,W&W8 WVvM
, AND GREATER.
.
3 03/10 ADDED LATERAL &WM SEPARATION
6" MIN COMPACTED
PIPE ABOVE SPRING LINE AFTER
ACCEPTANCE OF MANHOLE BAS By
BASE ONLY
�11
I 1-111111--- 1
NO 67 STONE
Al
FAYPWC CONTRACTOR SHALL S W CUT
�
6' MIN. COMPACTED
----
1
SEAL ANNULUS OVER AN[
AND REMOVE EXISTING PIPE CROWN
N057STON
� ASTM A-185 0.12 SQ� AM
(SEE DETAIL S 4)
AROUND PIPE AT DOCHOL
TO FORM OPEN INVERT TROUGH
1.5 OA MAK I -,
S13-SEVVER-BEDDING,1119
-UNDISTURBED
WITH SOLID BRICK AND M,
NO DEBRIS SHALL BE ALLOWED
4"�Wxla!'501­0
CONCRETE -i
SUB GRADE
TO ENTER SANITARY SEWER
BLOCKS STACKED 2 HIGH
SECTION B -B
6�6-w .W8 VNIM,
BASE ONLY
-
I BIT APART.
X. SEWER .
I III I H AM- BIRIC3, AMID MORTAR
F ASTENEDAY T304 STAIN ...
DOGHOUSE MANHOLE PUSUC WORKS COMMISSION NO� DATE I REVISION
-
(MAINS 15" OR LESS) FAYETTEVILLE, N.C. 1 07116 ADDED SHEET 2 .
-- - -
SHEET NO. - DWG NO NT,S - 8.3 DING BY. FAYPWC WATER RESOURCES - Naft 2 11/25/06 MADE CHANGES TO NOTES
OVED BY. J,E,G� ENGINEERING DEPARTMENT
-- ­
S3-DOCHOUSE�MHd,v9
_
1 23 1/2" -- - -- -I" WRI�' 1. DETAIL TO BE USED IN PAVED AREAS ONLY. ALL OTHER
----E- -­� MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL S,S,
I UNLESS OTHERWISE APPROVED
� 11.11 - - 4" 2, M NHOLE FRAME AND COVER SHALL BE MADE OFGRAY
� � � CAST !RCAN CONFORVING TO ASTM SPEC. A4&831,,' 30135
�� ___c I-A48-83,CL30 I RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER
I 11 I 1 17 ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
- �: � 1� :
ii I I ----T kk
I IN DIMENSION'S SHOWN THEY SHALL BE CLEAN AND PERFECT,
11 WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND,
11 �� TENDING TOMPAIR THEIR STRENGTH. NO PLUGGING OR
STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED.
- 1 3. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE TNE
2-70' LETTERS "PWC -FAY ­NC" AND "SANITARY SEWER" CAST INTO
COVER LETTERS SHALL BE RAISE -D AND CLEARLY VISIBLE
COVER BACK COVER SECTION FRAME PLAN 4, MANHOLE RING AND COVER SHALL WITHSL�NAD H-20
VEHICULAR TRAFFIC ROCKING COVERS SHAULNOT BE
ACOIEPTABI
---i I -VZ" 5, M NIMUM AVERAGE WEIGHT PLUS OR MINUS�KE RING 1175 LES
COVER 135 LBS, UNIT 310 LBS,
6 PERFORATED COVERS WILL NOT BE ALLOWED
� � �"' COVER
PICK SLOT DETAIL A : Imh � F----�
1 Z'MIN
T@ Ffl�
MIN
1�- rKAPAt /'] ,./�_ BED OF CLEAN FRESH _j k � 1
1 1 � T , � � ORTAR (�Yp) ' I ]`I, 1
31 i I
CONCRETE COLLAR -PAVED AREAS
16"miN THICKNESS 3000 PSI GLASS "N'
CONCRETE COLLAR a-6% AIR
ENTRAINMENT ALL AROUNDFRAME.
(WHEN UTILIZING CONCRETE GRADE
N RINGS THE CONCRETE COLLAR SHALL
EXTEND TO Z'mm BELOW THE TOP OF
COVER A48-83CL 35 CONE)
COVER FACE
--- -- - -- Tqd'. 7ATE -REVISION
STANDARD TRAFFIC AREA MANHOLE PUBLIC WORKS COMMISSION 1 01105 -HANGED NON TRAFFIC DETAIL
RING AND COVER FAYETTEVILLE, N.C. --- -
- MT,S : :Ijqqft 2 07106 ADDED NOTE ON GOING COLLAR
G NO S.7 DWG BY FAYPWAC WATER RESOURCES 3 ()2i07 REMOVEDNON TRAFFIC AREA
W I _ _ REVISED NOTES
TE ENGINEERING DEPARTMENT � HAJ�f I --
_ jA
­ EDA 01, 2017 1 APPROVED BY JEG 4 o7ioa zrvisE�Z�,pEXE�i THAD' EBB
S7-RING-COV`ERAvv9
NOiFES:
A -� HE SELECT BEDDING MATERIAL SHALL BE WELL GRADED 4, SUITABLE SOIL BEDDING I$ DEFINED AS "NATIVE" $OIL
CRUSHED ROCK (No 5 OR No 57 STONE) FOR THE FULL WIDTH EXCAVATED FROM THE TRENCH, FREE OF ROCKS, FOREIGN
OF THE TRENCH MATERIAL, AND FROZEN EARTH
2, SELECT BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED 5, SUITABLE BEDDING MATERIAL SHALL EXTEND TO
TRENCHWALLS UNDISTURBED TRENCH. WALLS
3, SELECT BEDDING MATERIAL SHALL BE PROPERLY PLACED TO 6 IF GROUND CONDITIONS WARRANT,LT MAY BE NECESSARY TO
THE SPRING LINE OF THE PIPE FOR ITS ENTIRE LENGTH. BED DUCTILE IRON FORCE MAINS IN SELECT BEDDING
MATERIAL (Ro.5 OR No 57 STONE) TO THE SPRINGLINE OF THE
PIPE, SUCH INSTALLATION SHALL BE AS DIRECTED BY THE
FAYPWC PROJECT COORDINATOR
EXISTIN
ITMINIMUM SEPARATION
�,
- -
- = I 1=1 1 1�=l -
� -� 1:
ff, - �,-�,
,I
'! f -
- -
H!
OF ASTM C478
UNSUITABLE BY THE FAYPWC
-
� - !-.-I
� � =1 i !=I i!
- . I v ---j
STORM DRAIN
BETWEEN BOTTOM OF GAS
-
IN&I ---- -1
01 � , ..
- I � 1� I 11111 L11111-099 111 �
11�I- = --
-IlF
-1 I UNDISTURBED
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MANHOLES WHEN DROP STRUCTURES
PROJECT COORDINATOR
-
11 .1 I
—2-21111111 101illm i 1-1
-
F1 I
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AND TOP OF SAN SEWER
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,I =Ill-
=2111�11111i m 11 11111EM1111112
la — liFE1
---- =
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lil=-
F ---i I I
-
AUTHORIZED AREA SHALL BE
UNDISTURBED -�-g � 1 , -, �El I I-
I
: , I
I I 1; 12"MIN
Willi i i i I I
I
.I.- 12" MIN I .1, I. - �1 I I- -
I I I=
-
� -
,
24" MINIMUM SEPARA ION
SOIL
I F�
-
-M
I -d
1,
, , " - 11 � MANHOLE IS NOT ACCEPTABLE
UNDERCUT AND SACXFILLED WITH
-
SELECT BEDDING MATERIAL GRAVITY PIPING
I E� -
I 1=1
,-
" " I S
_ BETWEEN BOTTOM OF SEWER
­!Uf
ii�r
=1 I F
'I, MIN - .
I -
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STANDARD MANHOLE DETAILS.
DIAL/2 FRIE4
=111-=.,.,
� - I ff
G
AND TOP OF STORM, OTHERWISE
IM 4") :1 1 F�
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*'­'*e`--� - ,
�­U-1:�-­�H' I ,� � CH
- ",:�i ­ � �, BEDDING FROM TRENC
L
OF LEAKS AND HAVE NO SIGNS OF
'
SELECT BEDDING MATERIAL---
(SEE NOTE 1) I_-iil_
I
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1, -
LATERAL SHALL BE Di
Q'I �
lit
7=77-7: I 1:;1 I 1�11 !:=I 1 1�=!
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il IT=71111 L':�T-- L
= = t I A �M
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UTILITY CONFLICT SEPARATION PUBLIC WORKS COMMISSION
NO DATE REVISION
SU28ASE SHALL BE UNDISTURBED -/
SOIL WHERE SOIL AS DEEMED � PIPE ._IA� CONTINUOUS 2GA,&NGUE
�- SUBBASE SHALL 13E
UNDISTURBED SOIL 'A(HERE
EXISTIN
ITMINIMUM SEPARATION
THE LATERAL FROM THE MAIN
.
a-
OF ASTM C478
UNSUITABLE BY THE FAYPWC
STRAND COATED COPPER WIRE
OR COPPER CLAD STEEL TRACING
I
SOIL IS DEEMED UNSUITABLE
STORM DRAIN
BETWEEN BOTTOM OF GAS
2,
COMPRESS VE STRENGTH,
MANHOLES WHEN DROP STRUCTURES
PROJECT COORDINATOR
WIRE REQUIRED FOR ALL
By THE FAYPWC PROJECT
I I .
AND TOP OF SAN SEWER
5 ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
I �
.
-
AUTHORIZED AREA SHALL BE
NON-FERROUS PIPE (REFER TO
DOOR D INATOR AUTHORIZED
,
24" MINIMUM SEPARA ION
SHALL BE APPLICABLE.
, _
, , " - 11 � MANHOLE IS NOT ACCEPTABLE
UNDERCUT AND SACXFILLED WITH
-
SELECT BEDDING MATERIAL GRAVITY PIPING
F RCE MAIN SPECIFICATION,
AREA SHAL BE UNDERCUT
FORCE MAIN AND 2ACKFILLE WTH
,-
" " I S
_ BETWEEN BOTTOM OF SEWER
6 REFER TO UNDERGROUND ELECTRICAL DETAILS FOR ADDITIONAL
-
!­ . ; .
STANDARD MANHOLE DETAILS.
ANDIOD AS DIRECTED BY FAYPWG
SELECT BEDDINDG MATERIAL
� - ,�� �
AND TOP OF STORM, OTHERWISE
INFORMATION WHEN GROSSING UNDERGROUND ELECTRICAL
L
OF LEAKS AND HAVE NO SIGNS OF
'
PROJECT COORDINATOR)
PIPING
- (SEE NOTE S'
1, -
LATERAL SHALL BE Di
FACILITIES
SHELF DETAILS FOR ADOMONAL
8 9.00 9.50 I OA)c - � - - I
�
8, SE�E)$TAINDAARDMANHOLE DETAIL $.2 FOR
121 1100 111,50 112,00 13.00 - -
.­�,�.T -
UTILITY CONFLICT SEPARATION PUBLIC WORKS COMMISSION
NO DATE REVISION
-
SEWER BEDDING PUBLIC WORKS COMMISSION
'.
ADDITIONAL REQUIREMENTS.
NO, DATE REVISION
- _
I 01/05 REVISED NOTES I AND6
REQUIREMENTS FAYETTEVILLE, N.C.
NIS
,
I
. "
n-,
NT.B
FAYETTEVILLE, N,C.
RING AND COVER AND STEPS
-
1 011GI116 VISEDNOTIES
T �E
SHEET NO,
----
NO 8T
WATER RESOURCES
3PRob
7 01/01105 REVISEDNOTES
ImG No. S.12 BY FAYPWC XMINO
� NO
SHEET ­ WATER RESOURCES
__
2 11106 ADDED NOTE ON 01 LATERALS
_
0 ": .
. �. :�
, AND GREATER.
.
3 03/10 ADDED LATERAL &WM SEPARATION
jDWG
-
' 0" [DATE: JAN 01,2017 ENGINEERING DEPARTMENT
I
MANHOLE STEPS
j1.1WG
I OP 1
_ 1A
T, FROVED BY. J.E.7
=
=
ENGINEERING DEPARTMENT
:.
_
----
FAYPWC ST ANDARDS
CONCRETE INVERT AND
S12-UTIL-rONFLICT d,1S
f,,OC,
� ASTM A-185 0.12 SQ� AM
(SEE DETAIL S 4)
GX�5 PLACED IN FIELD
TO BOTTOM OF PIPE
.
�
1.5 OA MAK I -,
S13-SEVVER-BEDDING,1119
Q IWAY14
APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS.
I A� I I
I-- 10-3/4" ­-.� �-
I I'll /
im- -- -­--=�j
I PLAN VIEW
I� MANHOLE MEETS ALLRED
5� A DROP STRUCTURE SHALL BE
.
a-
OF ASTM C478
PLACED WHERE PIPE VERTICAL
1/2" GRADE tu
/STEEL REINFORCEMENT
2 CONCRETE �S MINIMUM 4000 PSI
SEPARATION BETWEEN INVERTS
EXCEEDS 2.59. USE S'DIAMETER
,
2,
COMPRESS VE STRENGTH,
MANHOLES WHEN DROP STRUCTURES
aL/)
.
.
3 MATERIAL USED TO SEAL AROUND ARE NEEDED.
I I .
-
1 1 I . - PIPE SHALL BE NON -SHRINK GROUT. 6, WITH THE EXCEPTION OF THE
I �
.
-
, �, � 4� MANHOLE SHALL BE CONSTRUCTED
1,
MANHOLE BASE SECTION, ALL
11 � W
I 11 z
,
I � I � OF PRECAST CONCRETE, FIBERGLASS OTHER MATERIALS, INSTALLATION
.1 �
, �
I z,
, _
, , " - 11 � MANHOLE IS NOT ACCEPTABLE
AND WORKMANSHIP SHALL BE
�
,�� � I I
8 - m
4,
,-
" " I S
IN ACCORDANCE WITH THE FAYPWC
I NEWIS Y
-
!­ . ; .
STANDARD MANHOLE DETAILS.
WITH OSHA STANDARDS AND ASTM C-476,
88­STEP.dv,i
� - ,�� �
7 DOGHOUSE MANHOLE SHALL BE FREE
TO FIND F" ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE
L
OF LEAKS AND HAVE NO SIGNS OF
'
� �111,
�
NOTES:
1, -
�
VISIBLE LEAKAGE.
S'�ETU
- "I
SHELF DETAILS FOR ADOMONAL
8 9.00 9.50 I OA)c - � - - I
�
8, SE�E)$TAINDAARDMANHOLE DETAIL $.2 FOR
121 1100 111,50 112,00 13.00 - -
4" CIA CONE ----�,
�
'.
ADDITIONAL REQUIREMENTS.
2. THE "E" DISTANCES INDICATED ARE FOR
. �
SES OBTAIL S 4
,
I
. "
n-,
AND ARE THE MINIMUM DISTANCE
RING AND COVER AND STEPS
. �­
1�
REDUCING SECTION
WHERE 5'MH IS REQUIRED ADD 1/2" TO "E'DASTANCE TO ACCOUNT
AUGN OVER INVERT OUT
FOR THE ADDU TONAL 6'OF SHELF SLOPE
FOR MANHOIS B'DA
SECTION A -A
1. MI
_
0 ": .
. �. :�
, AND GREATER.
.
CONSTRUCT INVERT IN
I
MANHOLE STEPS
ACCORDANCEWTH
:.
,N
"4 _ REINFORCING TO MEET
FAYPWC ST ANDARDS
CONCRETE INVERT AND
f,,OC,
� ASTM A-185 0.12 SQ� AM
(SEE DETAIL S 4)
GX�5 PLACED IN FIELD
TO BOTTOM OF PIPE
.
�
1.5 OA MAK I -,
'
SEE DETAIL SA FOR
SHELF CONSTRUCTION.
_
�,
�
,.,
4 - I
' - SEALANNUIL SOVERAND
.
I"
CUT OUT TOP OF
7"-' AROUND PIPE AT DOGHOUSE
,� EXIBLE RUBBER BOOT
'
X. SEWER .
I III I H AM- BIRIC3, AMID MORTAR
F ASTENEDAY T304 STAIN ...
SEE DETAIL SA
; RBI
�
I
I
STEEL KORBANDTAD IVAN
SEAL ANNULUS OVER �SORLTIDSRtCK& \
AND AROUND PIPE AT
',
1.
.
I MONOLITHIC POUR OF CONCRETE
I A
T-300 ST NLESS STEEL
/ DOGHOUSE WITH SOLID AN)
, .
I
I
INVERT AND BASE PLACED IN
FIELD TO BOTTOM OF PIPE.
PIPE CLAN P
BRICK ANDMORTAR 'DIA DOG
- ,
\-
�,
NEW SANITARY SEVIER
. FiOUSE SECT I��`
��
EX. $EWER
-
� �
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MANHOLE BASE SECT
I-,
SHAL1,F SUPPOR111
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- -
I
,-',
I
A
.
1�,MIN IFFORMED,
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��?
BLI
4"S8"Y1 SOLOCONCRE E
11
EACH WAY (BASE ONE, I
I
lef:
11
!��
, � A DUPTOSPRINGLINE
AGI
BLOCKS 180'APART ST,T
EXIST, SANITARY
,-2- - - �,
­­
r, ON
r PIPE
BLOCKS AS DIRECTED e' -
SEWER OUT
- #6 @ 6" O.C. EACH WAY
PAYPWC
#6 REBAR @ 6" OIC
�,
RFMOVF EXISTING i 0, -
EACH WAY (BASE ONLY 1) mg
RI
- i , REINFORCED CONCRETE
-
PIPE ABOVE SPRING LINE AF ER
18!'MIN. POMPACTED �
!I SLAB POURED IN PLACE
ZE�� I �11 I
ro_-
ACCEPTANCE OFMANHOLE SEBY
IE
O�
NO 57 sT ME
= I
MIN, 4000 PSI
FAYPWC. CONTRACTOR SHALL SAWCUT
4"xB`x16"SO1­L) CCNCF
AND REMOVE EXISTING PIPE CROV,N.
BLOCKS 180'APART.
SUB GRADE 19'MIN COMPACTED
TO FORM OPEN INVERT TROUGH.
STACK BLOCKS AS
NO 57 STONE
NOOEBRISSHAU SEALLOWED
TO ENTER SANITARY SEWER
DIRECTED BY FAYPWC.
SECTION B -B
DOGHOUSE MANHOLE
PUBLIC WORKS COMMISSION
0, DATE REVISION
(MAINS 16"OR LARGER)
FAYETT EVI LLE, N.C.
N T,& "-"]-
�
1 07116 ADCA�DSHEET2
SHEET NO
G'-
WATER RESOURCES
RAmb
2 11/25108 MADE CHANGES TO NOTES
2OF2
-
DATE JAN.01,2017 IAPPROVECBY� J.E.G
ENGINEERING DEPARTMENT
I A� I I
I-- 10-3/4" ­-.� �-
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im- -- -­--=�j
I PLAN VIEW
1
COPOLYMER POLYPROPYLENE PLASTIC STEP
.
a-
I I 11 1. � 1. � I-, .- -1 11-11 I - .1111-1 -1. .1 - --.1-11-111 I -----..-1--1--: - -
- "­�
FRONT VIEW I I -
SHALL BE PLACED IG'O.C. IN ALL
1/2" GRADE tu
/STEEL REINFORCEMENT
��
. .
STRUCTURES �'DEPTH OR GREATER
,
2,
STEPS SHALL BE INSTALLED BY
,,
, ,
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.
MANUFACTURER AND 8-1 TIE ALIGNED
I
-
76 " 11
C) 0, 00 �-"­
0 00 ""!
OVER STRUCTURE INVERT OUT.
,
3
DIMENSIONS SHOWN ARE 70 CONVEY THE
� �
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-
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11
,I
,
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,
,
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ACCEPTABLE PROVIDED MATERIAL
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SHEET N I NO, 1,8
SUBMITTAL IS APPROVED BY FAYPWC;
Xmft
4,
MATERIALS OF CONSTRUGTION AND METHOD
� . or I DATE JAN CI,
—
NGINEERING DEPARTMENT
OF INSTALLATION SHALL BE IN ACCORDANCE
SECTION "I
11,
WITH OSHA STANDARDS AND ASTM C-476,
I A� I I
I-- 10-3/4" ­-.� �-
I I'll /
im- -- -­--=�j
I PLAN VIEW
SERRATED TREADS WAGE ENOUGH TO
STAND ON WTH BOTH FEET
I , ­ , , , ----%-1- ­­ I 1-1- �� : �­
11­1.­­­­,� - --,11- .11 ­­­ ­­­­­­I
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IDE VIEW ` S" MIN ` '
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� . or I DATE JAN CI,
—
NGINEERING DEPARTMENT
-A
co 0
L U- L z 3:
11,
., _L_
88­STEP.dv,i
TO FIND F" ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE
AND ENTER PIPEAT TOP WITH INFLUENT PIPE SIZE, TIE" DISTANCE
IS POINT OF CONVERGENCE OF COLUMN AND ROW
NOTES:
D2
-- ---- ------ - - -
1� SEE FAYPWAG STANDARD MANHOLE AND
PIPE SLICE, MORT AR SLIDE AND
- "I
SHELF DETAILS FOR ADOMONAL
8 9.00 9.50 I OA)c - � - - I
INFORMATION.
121 1100 111,50 112,00 13.00 - -
--------- ----
E -15 14,271 4.�7�, IS -21 i7.00 - -
j_
2. THE "E" DISTANCES INDICATED ARE FOR
_
7; _I , F1752�5
1,81 " I 7 1 .25 20.00 -
CONNECTION TOAN EXISTING OUTFALL
!� �11j,". � 293.75, 24SO" 26.OG
AND ARE THE MINIMUM DISTANCE
.21,01
, I . I
ALLOWABLE.
WHERE 5'MH IS REQUIRED ADD 1/2" TO "E'DASTANCE TO ACCOUNT
3 MERE SANITARY SEWER OUTFALLS
FOR THE ADDU TONAL 6'OF SHELF SLOPE
AND MAINS ARE BEING CONSTRUCTED
MH CONNECTION DESIGN GUIDE PUBLIC WORKS COMMISSION
11 T�& FAYETTEVILLE, N.C.
----
SHEET NO [DWG, NO� _ S,18]DWC,SY: FAYPAG WATER RESOURCES
10 ------------TAPPROVED BY: J,EC� I
Pi FATF, jAN,oH.2TI7 ENGINEER NO DEPARTMENT
a
a
THE TOP OF THE EFFLUENT PIPE AND
T E TOP 0 THE INFLUENT PIPE SHALL
8� AT THE SAME ELEVATION UNLESS
CONDITIONS ARE PROHIBITIVE TO THIS
PRACTICE,
F----MAIN OR LATERAL
MIN S - LOPE ---
I�.� ID 01�7% MIN WAIN
6" @ 2,00% MINJI-ATERAL
BI- @ 0.40% MIN,
17' @ 0,22% MIN,
15" @ 0,15% MIN.
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4423 P1-1EA SANT RIDGE RD, IS W
SUITE 301
ROANOKE� VA 24014
[phone]
:
Projecf:
TILTIE
CROSSINGS
U
A T
tax id #: 9494 -96 -1873 -
owns ip: Rockfish
county: Cumberland
state: NC
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itheet no.:
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LITERS PER MINUTE
0 50 100 150 200
200
190
180
170
160
150
140
130
w120
LL
Z 110
100
90
C
t 80
70
60
50
40
30
20
'10O
0
0 10 20 30 40 50 60
GALLONS PER MINUTE
�I81.ALSG Ofi Y'01. rt 0:
P1 R1 2 _ 6 �Co 2 16 :e.ibsF Pun s tree. Atl ri ris rsserved. $ esiricatians suli'sst to change without roller.
Q _ PYn€I 1Y � et P J g
50
40
lu
QI
t?FIL�IEIF7E'�J
i0:r0
QE -5 ER IES
NEMA 4X,
Q_UTADPLEX
CONTROL
PANEL
120.Oin
[3048rnm]
EyyLE T� I.CICAL CONbUIT
V UPLI . .
CGVER
r ----d" FERNC0
SEALING
DING
C FIBERGLASS
INLET HUB
D FIB'ERGL.ASS TANK
0483n
':[1231 3mml
C;n
54ZZ.Clln
PROPRIETARY AND C01 PiCEMA: [ 13-7 1 :4'•n� m]
IfitLdK;;KhiF 4M1thl t. n*li.:itltti,411�
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L,lam oumn. xruv� P�a��,:y,o�.. i���. Q,18120 SERIES DIMENSIONAL
it, PPd`6Ra5P r 4:u
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Rho
Q48120LG_ P2 R10/12/2016 VCo Y iFt 2016 LihertYPu'nPs Inc. All ri€bisre seryed. S e n' 6 s ahons subtject to cltatt ea
out notice.
P _
FULL
LDCI4ED
THERMAL
STATOR
CORD
STANDARD
H LOAD
MODEL VOLTAGE PHASE SF
iOTOR
OVERLOAD
WINDING
LENGTH
PUMP CONTROL
P AMPS-
AMPS x
TEMP
CLASS
FT
DISCHARGE PANEL
(Per Pump)
(Per Pump)
MAX STATOR TEMP2757
135'C
THERMAL OVERLOAD
_
275'F/ 135'C
(single phase only)
MOWER CORD TYPE
SJOOW (1 -phase) 1 SEOOW (3-phase)
MOTOR HOUSING
CLASS 25 CAST IRON
VOLUTE
CLASS 25 CAST IRON
Q4812OLSG203 2 2081230 3 1.0 10.6
61
NIA
S
25
1-114" NPT QE34=6-511
"NOTE: AMPERAGE VALUES SHOWN IN THE TABLE ABOVE ARE FOR EACH PUMP. ELECTRICAL SERVICE SHALL BE SIZED TO
SUPPORTALL PUMPS RUNNING SIMULTANEOUSLY.
Q4884LSG/LSGX- Series Technical Data
TANK
WOUND FIBERGLASS
WITH ANTI FLOATATION FLANGE
FIBERGLASS COVER STANDARD
CAPACITY
940 GALLON TOTAL BASIN VOLUME
PUMP CYCLE = 235 GALLONS)
GUIDE RAIL
STANDARD -SCHEDULE 40 GALVANIZED
OPTIONAL SCHEDULE 40 STAINLESS STEEL
GUIDE RAIL BASE I
DISCONNECT (GR20)
CAST IRON
INLET HUB
6" WITH FLANGE GASKET AND PIPE SEAL
DISCHARGE PIPING
3" SCHEDULE 80 PVC
CONTROL PANEL
QE -SERIES NEMA 4X DUPLEX OUTDOOR
ALTERNATING PANEL, WITH AUDIBLE (80 DBI)
AND VISUAL HIGH WATER ALARM,
IMPELLER
300 SERIESS:S.
PAINT
POWDERCOATING
MAX LIQUID TEMP
140`F/60'C
MAX STATOR TEMP2757
135'C
THERMAL OVERLOAD
_
275'F/ 135'C
(single phase only)
MOWER CORD TYPE
SJOOW (1 -phase) 1 SEOOW (3-phase)
MOTOR HOUSING
CLASS 25 CAST IRON
VOLUTE
CLASS 25 CAST IRON
SHAFT
300 SERIES S.S.
HARDWARE
STAINLESS
ORINGS
BUNA N
MECHANICAL SEAL
UNITIZED SILICON CARBIDE
MIN BEARING LIFE
50,000 HRS
WEIGHT
1460 LBS 1 662k
120LSG P3 RIO/12/L2016 OCo ht20i6 Liliert Pu s Inc. Alt ri reser=ed. S ecifications subject to change without notice.
Q`is - Pyng Y TnP � P 1 g
1 LSG ® Series Specifications
1.01 GENERAL
The contractor shall provide labor, material, equipment, and incidentals required to provide 4 1QTY) centrifugal grinder pumps as specified
herein. The pump models covered in this specification are Series LSG/LSGX200 singleithree phase grinder pumps. The pump furnished for this
application shall be model LSG-200 as manufactured by Liberty pumps.
2.01 OPERATING CONDITIONS 208—
Each submersible pump shall be rated at 2 hp 230 volts 3 phase 60 Hz. 3450 RPM. The unit shall produce 14.3 G.P.M. at 1 * feet
of total dynamic head.
The submersible pump shall be capable of handling residential and commercial sewage and grinding it to a fine slurry enabling it to be pumped over
tong distances in pipelines as small as 1.25" in diameter. The LSG series single stage submersible pump shall have a shut-off head of 11.0 feet and
a maximum flow of 50 GPM @ 10 feet of total dynamic head. The LSGX series two stage submersible pump shalt have a shut-off head of 185 feet
and a maximum flow of 38 GPM @ 10 feet of total dynamic head.
3.01 CONSTRUCTION
Each centrifugal grinder pump shall be equal to the c us certified Series LSG/LSGX Grinder pumps as manufactured by Liberty Pumps, Bergen
NY. The castings shall be constructed of class 25 cast iron. The motor housing shall be oil filled to dissipate heat, Air filled motors shall not be
considered equal since they do not properly dissipate heat from the motor. All mating parts shall be machined and seated with a Buna-N o -ring. All
fasteners exposed to the liquid shalt be stainless steel. The motor shall be protected on the top side with sealed cord entry plate with molded pins to
conduct electricity eliminating the ability of water to enter internally through the cord. The motor shall be protected on the lower side with a dual seal
arrangement. The first seal is a double lip seal molded in FKM fluoroelastomer or Buna N.
The second /main seat shall be a unitized hard face silicon carbide seal with stainless steel housings and spring.
The upper and lower bearing shall be capable of handling all radial thrust loads. The lower bearing shall have the additional ability to handle the
downward axial thrust produced bythe impeller and cutters by design of angular contact roller races. The pump housing shall be of the concentric
design thereby equalizing the pressure forces inside the housing which will extend the service life of the seals and bearings. Additionally there shall
be no cutwater in the housing volute in order to discourage the entrapment of flowing debris. The pump shall be furnished with stainless steel handle
having a nitrile grip.
4.01 ELECTRICAL POWER CORD
The submersible pump shall be supplied with 25 feet of multiconductor power cord. it shall be cord type SJOOW (1 -phase), SEOOW (3-phase), or
SCOW (external capacitor models), capable of continued exposure to the pumped liquid. The power cord shall be sized for the rated full load amps
of the pump in accordance with the National Electric Code. The power cable shall not enter the motor housing directly but will conduct electricity to
the motor by means of a water tight compression fitting cord plate assembly, with molded pins to conduct electricity. This will eliminate the ability of
water to enter internally through the cord, by means of a damaged or wicking cord.
5.41 MOTORS
All motors shall be oil filled and class B insulated NEMA B design, rated for continuous duty. Since air filled motors are not capable of dissipating
heat as effectively, they shall not be considered equal. At maximum load, the winding temperature shall not exceed 135 degrees C unsubmerged.
Single phase motors shall be capacitor start /capacitor run and have an integral thermal overload switch in the windings for protecting the motor.
6.01 BEARINGS AND SHAFT
An upper radial and lower thrust bearing shall be required. The upper bearing shall be a single bait / race type bearing. The lower bearing shall be
an angular contact heavy duty bail I race type bearing, designed to handle axial grinder pump thrust loads. Both bearings shall be permanently
lubricated by the oil, which fills the motor housing. The bearing system shall be designed to enable proper cutter alignment from shut off head to
maximum toad at 10' of TDH. The motor shaft shall be made of 300 or 400 series stainless steel and have a minimum diameter of .670".
-Q48120LSG-P6 RIO/12a016 0Copyright 2016 Uberty Pureyts Inc. Ail eights reserved. Spcoi#ica ons subrect to change widiout nodcc.
I0,01n
[254rr7m]
GR20 GUIDE RAIL
DISCONNECTED VIEW
SEE DIEAIL NEXT PAGE
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DISCHARGE
(DEPTH OPTIONS
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Q48120,SERIES DIMENSIONAL
sziutv.
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7.01 SEALS
The pump shall have a dual seal arrangement consisting of a lower and upper seal to protect the motor from the pumping liquid. The lower seal shalt
be a FKM fluoroeiastomer OR Buns N molded double lip seal, designed to exclude foreign material away from the main upper seal. The upper seal
shall be a unitized silicon carbide hard face seal with stainless steel housings and spring equal to Crane Type T -6a. The motor plate I housing
interface shall be sealed with a Buna-N o -ring.
8.01 IMPELLER
The impeller shall be a investment cast stainless steel impeller, with pump out vanes on the back shroud to keep debris away from the seal area, it
shall be keyed and bolted to the motor shaft.
9.01 CUTTER MECHANISM
The cutter and plate shall consist of 440 stainless steel with a Rockwell C hardness of 55-60. The stationary cutter plate shall have specially
designed orifices through it, which enable the slurry to flow through the pump housing at an equalized pressure and velocity. The stationary cutter
shall consist of V shapes to maximize cutting action and arc shape exclusion slots to outwardly eject debris from under the rotary cutter. The rotary
cutter shall have (4) blades and be designed with a recessed area behind the cutting edge to prevent the accumulation and binding of any material
between rotary cutter and the stationary cutter. The cutting system must incorporate close tolerances for optimum performance. Ring or radial
cutters, or those that grind on the outside circumference of shall not be considered equal.
10.01 CONTROLS
The pumps shall be controlled with a NEMA 4X outdoor quadplex control panel with six float switches and a high water alarm.
11.01 PAINT
The exterior of the casting shall be protected with Powder Coat paint.
12.01 SUPPORT
The pump shall have cast iron support legs, enabling it to be a free standing unit. The legs will be high enough to allow solids and long stringy debris
to enter the cutter assembly.
13.01 SERVICEABILTY
Components required for the repair of the pump shall be shipped within a period of 24 hours.
14,01 FACTORY ASSEMBLED TANK SYSTEMS WITH GUIDE RAIL AND QUICK DISCONNECT DISCHARGE
Factory mounted guide rail system with pump suspended by means of bolt -on quick disconnect which is sealed by means of nitrile grommets. The
discharge piping shall be schedule 80 PVC and furnished with a check valve and PVC shut-off ball valve. The tank shall be wound fiberglass, and an
inlet hub shall be provided with the system.
15.01 TESTING
The pump shall have a ground continuity check and the motor chamber shall be Hl -potted to test for electrical integrity, moisture content and
insulation defects. The motor and volute housing shall be pressurized, and an air leak decay test is performed to ensure integrity of the motor
housing. The pump shall be run, voltage current monitored, and the tester checks for noise or other malfunction.
16.01 QUALITY CONTROL
The pump shall be manufactured in an ISO 9001 certified Facility.
17.01 WARRANTY
Standard limited warranty shall be 3 years.
Q48120LSG_P7 RIO/12f2016 OCopyrion 2016 Liberty Purnps Inc. All rights reserved. Spemlications subject ut change without notice.
6 51811 5 114"
[ 16.8cm _ [ 13.2crr ]
3 5/8"
[R.tcm
17"
[4.3.2cm ]
Q48120LSG P4 PJC/12/2016 0Copyright 2016 Lihcrty PutTs low. All rights reserved. Speei6eat ons dubiec tp shange w dtout no¢ce.
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MIT REVIEW SET
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Owner:
CUMBE D
INVESTORS, LLC
CONTACT.•
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, TSA 24014
[phone]
Project:
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30117
drawn by: JN
survey by: JTR
checked by: JN
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Owner:
CUMBE D
INVESTORS, LLC
CONTACT.•
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, TSA 24014
[phone]
Project:
tax id #: 9494 -96 -1873 -
township: Rockfish
county: Cumberland
state: NC
CONSTRUCTION
DOCUMENTS
job no.: P16-120
date: 03/30117
drawn by: JN
survey by: JTR
checked by: JN

1, CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING 7, SEPARATION REQUIREMENTS: 8. WATEROUTAGES: THE CONTRACTOR SHALL SCHEDULE ACOOROINATION MEETING THE CONTRACTOR SHALL COMPLETE THE REQUIRED WORK AND RESTORE WAT ER SETTER SAC 718" THRU HOLE NOTES.
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMSDATELY ALL WATER MAIN A, LATERALSSPIA TION OF SIEWERS AND WATER MAINS. WATER MAINS SHALL WITH THE FAYPWC PROJECT COO OINATOR AND PROJECT ENGINEER A MINIMUM OF SERVICE WIT HIN[ THE GIVEN TIME PERIOD FOR THE OUTAGE SHOULD THE ______f 1-w '�I." .IEE1
E C ,
AND LATERAL BREAKS TO THE FAYPW0 PROJECT COORDINAT R. THE CONTRACTOR BE ID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER THR I (3) WORKING DAYS PRIOR TO ANY PLANNED WATER OUTAGE. THE ONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED TIME. THE TO PROVIDE SUPPORT FOR NOTES: � I ,=AS.A, I ALL Ill TERALS SHALL BE APPROVED
S HALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH FAYPWC STANDARDS MAINA-ATERAL, UNLESS LOCAL CONDITION OR ARRER5 PREVENT A COO MEETING SHALL BE CONDUCTED PRIOR TO ANY NOTICES BEING T GHTENING OF FITTINGS A 2CI x 3W.0 TOP TO BE F USH WITH I
C $ Q RD NATION, FAYETTEVILLE PUBLIC WORKS COMMISSION SHALL ASSESS A PENALTY OF $500 PER P D I ALL MATERIALS SHALL BE 9 FINISH, SIR I D LEFT -G SHALL BE PLACED WHERE
S PARAPO, ESSU I S EEL ANCHOR ROD SHALL BE _AC . FYF YPWO SEEOWGWE - SHY I OF 2
ONTRACTOR BHA L NOT OPERATE FAYPWC WATER MAIN VALVES WITHOUT IOFFOOT LATERAL I N� IN WHICH CASE ED. ADDITIONALLY, THE CONTRACTOR SHAULLOCATE RIERNCAULYAND ELMINUTr INTERVAL OR ANY PORTIO THEREOF UNTII WATER SERVICE IS APPROVED 5Y FAYPWC 5/8'.4" PULL SLOT OR ADDITIONAL INFORMATION EXPOSED AIDE AN AIN NOTES:
VALVE IS LOCAT
I I N I THRU$UPPORTEARHOLE RODSHAILLSE � I TRAFFIC AR I , ALLMATERIALS SHALL BE IN ACCORDANCE
I i _��
FAYPAC APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS WITH PA,`PWC HORIZONTAL )ANY UTILITIES WITHIN THE WORK AREA, IN ACCORDANCE NTH RESTORED THIS PENALTY WILL BE DEDUCTED FROM�HEE CONTRACTOR'S PAY TIGHTENED TO'SUPPORT BAR HOLE" 2W/O 114'�LENIER PIN 1 METER BOX BASE SHALL BE SGXPAG EAS� SEE VALVE
LY I �� J2 -, _ CTOR PING DETA ,
- EPARATE TAENCH,WITH THE ELEVATION T DOCUMENTS, THE LOCATIONS OF ALL UTILITIES WITHIN THE APPLICATION OR BE BILLED DIRECTL2�'TO THE CON TRACTOR. THEPENALTYMAYBE W/SIFEL NUTS AND WASHER ROD SHALL AS DETERMINED BY FAYPAIC PROJECT __ PAVIOCENT IF 4" ,In IL,
I THE WATER MAIN IS LAIC, IN A S I HE$E CONTRACT S. LOCATION OF BOX SHALL BE FOERG LASS, METER BOX LID SHALL BE _ TH FAYPWC STANDARDS.
BOT_ -THE BHA L BE DETERMINED PRIOR TO THE COORDiNATIONMEETING. ANY WAIVED FOR CIRCUMSTANCES BEYOND THE CONTRACTOR'S CONTROL, AS DEEMED -� BE PAI TED W12 COATS BITUMINOUS PAINT COORDINATOR IN NO CASE SHAU - I� OMBINED POLYMER CONCRETE & 2 RESILIENT WEDGE GATE VALVE SHALL BE AS
2, THE CONTRACTOR SHALL NOT USE HOUSE HOSE BRISS OR ANY OTHER METHOD OF OF THE I I) M OF THE WATER MAIN ATLEAST 18 INCHES ABOVE WORKAREA �2 C
�
SLOW OFF WHICH ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH TOP OF THE SEWER MANYLATERAL. OR CONFUCTSWITINTH, PENDING WORK AND THE EXISTING IUINESSHAULBE BY THE FAYETTEVILLE PUBLIC WORKS COMMtS,910N. THE FAYPING PROJECT i�_ I ' - - . - 3000 PSI POURED - 6" In -
OR RIDE) SHALL BE STAINLESS STEEL BOX BE INSTALLED CLOSER THAN , ; ,I REINFORCED POLYESTER TURF MANUFACTURED BY MUELLER CORP.,
LEVELS OF CHLORINE TO PASS THAD RESIDEN7$ METER$. THE CONTRACTOR SHALL IDENTIFIECT AND A MAN FOR RESOLVMGANY CONFLICTS SHALL BE PRESENTED. THE COORDINATOR ANDAOR PROJECT ENGINEER RESERVE THE RIGHT TO CANCEL OR 1� = I I i - FIBER IN PLAI CONCRETE I
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING 1ARTY"WATER TO I, THE WATER MAIN IS LAID IN THE SAME TRENCH AS THESEWER PURPOSE 0 F THIS COORDINATION MEETING ISTO ENSURE THATTHE CONTRACTOR 5TO BUILDING ,- - , -, COLLAR r__�, i "7 aTRZER WIRE AMERICANDARUNGOR CLOWCORP.
POSTPONE THE OUTAGE AT ANY GIVENTIME, IF DEEMEONECESSARY � � I m_ effiRRVINEWOR ,--�� ,­,,, 1--",- ,�-',-,,4� �L, �;­_,,� n
HASA GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO THE PENDING _&,,�"�%,2,��'�' - �T, 3, METER BOX SHALL NOT BE �jq Ej!!L7- 3 A - SQUARE
,
16 3 LATE AL SHALL BE APPROVED BY ", 'T I _ ELL VALVES BHA L HAVE 2
", �,�, " - ' "
MAINA-ATERAI WITH THEWATER MA N LOCATED AT ONE SIDE Oil A 1- I , LOCATED WHERE H-20 LOAD FINAL . I _ I I , �F PIRATING NUTAND STALLOPEN
OUTAGE,VERIFYTH TTHEREARENGUIPLITYCONIF ICES THAT WILL PREVENT THE N ,11_
CLOTHING, CLOGGED SCREENS, ETC. BENCH OF UNDISTURBED EARTH AND NTH THE ELEVATION OF THE WORK FROM BEING COMPLETED. ALL EQUIPMENT IS IN GOOD WORKING ORDER, ALL A YPWC PROJECT COORDINATOR 12� - " I CA MPACTBOXORCOVER. - i- OUNBERCLOCKWISt,
, " " I �_ - �­ �­ 1_76� � a I I_
__ ZADE 1 " C T�
- _
_
BOTTOM, OF THE WATERMAIN AT LEAST 18 INCHES ABOVE THE TOP OF @ ,� I A - I I -_ -_ - T rm" h I VALVE B
11 BYPASS SEE JUMBO BOX , 11 11�­� CONCRETE COLLAR =� I I = - 4 ODY, BONNET AND GATE SHALL BE
3� WATER MAINS AND LATERALS SHALL BE INSTALLED UTiUZINGAFAYPWC APPROVED THE SEWER MAINTATERAL. EQUIPMENT IS FUNCTIONAL ALL MATERLAI S ARE ON SITE, ALL NECESSARY TOOLS SECTION A -A PRIOR TO BAG Fll-L _L �11��,,� __� 4 FOR 1-11Z' M TER WITHOUT I I I H 11 1=_- ME
CUT I � L__ '! 1 != 1 SHALL BE PLACE. , I= = I IN AC CC DANCE VIATH. AIAWA C-50SYC-515
. _
-SHEET INDICATING INSTALLATION DEPTH. ARTS ON SITE, DISCUSS ANY NECESSARY CONTINGENCY PLANS, ANCIANY OTHER FOR BOX SEE 4 ONTRACTOR TO INSTALL TRACING I 1-35-5181 - I DETAIL --i i iE�l I i � - __ I I-= I WHERE VALVE 16 I '1=1 - 1
B �ROSSING A MATE,RIM�111\1 OVER A SEWER: WHENEVER IT IS NECESSARY FOR ITEMS NECESSARY TO ENSURE THAT THE FAYETTEVILLE PUBLIC WORKS I_�Ijz___ __ G T - - HI=II ! ��� I NA - - �1 - =1 I 1 I AND NSRU,
A WATER MAIN To OV . ETAT WE SHI, 2t`tF2 Wl EtNTO BOX PROVIDE MIN COE � TR��FIC AREA
4. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS. LET A SEWER EASNIATERAL. THEINATER MAIN DOM ISSI N HAS CONFIDENCE THAT THE WORK CAN DEACCOMPUSHED WITHIN THE AIR 1� - 37-5/9' - , ,= I I :; I I= -_ -1 I I
INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS LATERALSSHALLBE SHALL 13E LAID AT a I RE IN BOX ...... ! F! I 1 5, VALVE BOD
A SUCH AN VELIEVATON THAT THE BOTTOM OF THE WATER GIVFNTIMCPER1)D. SHOULD, FOR ANY REASON, THE FAYETTEVILLE PUBLIC WORKS GROUND U VEL E� ,T 2-$IS'SLOT COVER - YAND BONNET SHALL BE
1 T it :: , VALVE BOX -
INSTALLED IF INSIDE AM UNLESS OTHERWISE DIRECTED 13Y FAYPWIC. MAIN IS AT'EAST 18 INCHES ABOVE THI - 1-11 I � ," � I I­�� 46 1/7' -_--I �10 AA12".5/e DEEP � 1. - i COATED ON ALL INTERIOR AND EXTERIOR
__ - ­-, I 1 1 1 SURFACES WITH A FUSION BONDED EPDXY
-
- �
_� __4___
- Iff' I - iflf" 'fl- IN ACCORDANCE WITH AWWA C-550-90.
'L CONIN PONS OR BARRIERS PREVENT AN IBINCH VERTICAL OUTAGE, THE 0 - GE NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE - A �<\ , I I SHEET 2 OF Z S INLESSSTEEL - I I i_ --i i I- -, - ' L­
"OMMISSIOND � THAT THE CONTRACTOR IS NOT PREPARED FOR THE PROPOSED 11��,< I - \ `� T COVER
F TRANS ER EXISTING METER TO NEW METER BOXAND TIE NEWWATER LATERAL UNLESS LO�A � , /, 11 5 FOR METER BOXSEE DVVG W5 PI AN VIEW COUNBERBORE
, 7/,�</",�,,��,�/<-Zl�—"/,�,-�/"":7��I I � ,L ­
To EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS. SAME METER SEPARAT ON - IN WHICH CASE BOTH THE WATER MAIN AND SEWER "I , � �\\ , , - -1
SHALL BE POSTPONED AMINIMUM OF TWO (2)WEEKS. THE FAYETTEVILLE PUBLIC L��1�11� " CAPTIVE SOLT
NUMBER SHALL BE INSTALLED ON SAME ADDRESS ANDA)R CUSTOMER SLOW MAJI TERAL SHALL BE DUCTILE IRON IN ACCORDANCE WITH FAYEWC WORKS COMMISSION WILL PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTOR 1��\ \ , I ______i -1 I , - �11'111 �</11\" �­-X­­1 11 -HF- - El I I=[ N,iGt,,l"`1'1E`.,B1rRT& ---'--I I
�
D 1 35L5/F------------j --i i ____.i ­T_ @ EACH SEC ... N) - 6 ALL VALVES 24" AND SMALLER S14ALL HAVE
FF SERVICE AT HOSE BIBB ON HOUSE ONLY AFTER METER HAS BEEN REQUIREMENTS OFTHISDECISION. NO ADDITIONAL CONTRACT TIME WILLSE GRANTED FOR THIS I � I - Box H -.! , ;_� I I- I I 1=1 I I- A SAFE WORKING PRESSURE OF 25OPSI,
I - I ,-
T ERRED, CELAY. SHOULD THE CONTRACT TIME EXPIRE WITHIN THAT TWO (2) WEEK PERIOD, ANGLE BALL VALVE - ,,� I - I I I S LF -CENTERING I I ... F' - i IE! I EE
HANS , -_ ; I � RROSION i i, =i i I --- . -111 - I �=j - I FE� I 1� 7, SEE VALVE BOX DETAIL FOR ADDITIONAL
C. AFT A ALL SERVICES ARE TRANSPERRED TO THE NEW SYSTEM, SHUT OFF VALVE C� T��qSSINGMW�ffEOA� �l SNE R I - STINXI.N.-I.1 INGLE _
A , G.ATE5
-
VATER AIN 9NDERASEWIER: WHENEVEFIJTS C SSARYFOR THE FAYETTEVILLE PUBLIC WORKS COMMISSION RESERVES THE RIGHT TOASSESS - �� _ . -
ON XISTING SYSTEM AND ABANDON EXISTING MAINS INACCORDANCE WITH SE UNDER A SEWER MNINILATERAL, 40TH THE WATER LO U !DATE D DAMAGE S, AS OUTUN ED IN THESE CONTRACT DOCUMENTS SOLDER BUSHING I C INFORMATION
.
FIND DETAIL$, MAIN AND THE SEWER ILL HE DUCTILE IRON IN TEE ----- - FLOW ",1AVO STEIL f RESISTANT NUT 7_z_ �Llg- TRACER,WR N I __
_ U TALL , S=LL 11
0 FAYE MAINILATERAL BHA 1 ,21 1 � ;- "r, ��,F S � 11 8. SEE VALVE BOX PROTECTOR RING DETAIL
CC) A CORDANCEWFINI FAYPWC REQUIREMENTS A FULLJONT OF DUCTILE IRON - A, ,I I T
)NTRACTOR SHALL SUPPLY NEWMETER BOXES AND DISPOSE OF EXISTING ONUE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED, A FOLLOW-UP 2O 12 VALE I - * . FORADDIBONALINFORMATION.
ME CmOR AGO I 11 -L, I- VALVES ANO5HAUL BE I
_T , I.4=
ER BOXES. ,IRE HALL BE INSTALLED ON THEWATER MAIN CENTERED AT THE POINT OF COORDINATION MEETING WITH THE FAYPWC PROJECT COORDINATOR AND PROJECT 2-Iffi` ) D . COVER BOLT DOWN ,, - - INSTALLED ON ALL NON ZI I [- 9, VALVE BOX SECTIONS ARE REQUIRED. THE
POSSiNG, ENIGINEE SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED 2' LATERAL, INSTALLED IN - Copp ER TUBE r MET�AUJCPIPEUN S.) USE OF PIPE IN LIEU OF VALVE BOX
N OUT H ACCORD NCEWIH - __ 0A2' BRASS -
5, WHE MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD ,AGE. T P PURPOSE OF THIS MEETING IS TO VERIFY THAT THE CONTRACTOR IS ) D z� - I , ' I SECTIONS SHALL NOT BE PERMITTED.
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TDABANDON OLD C -ROSSINGSTORMPRAINAGELINES: AMIN)MUMCF12-INIGHESOFIVETITICAL PREPARED PROCEED WITH THE OUTAGE, AND THAT ALL EQUiPMF I _S/8`1 U �2 , N IPPLI: WCAP ` 'P'C' 'HAL' IE
SERVICE ETWEEN A WATER LINE CROSSING OVER TO - _NT,MATERIALS, I � ",PER I - Ii � 11 11 5< 11�� -_ . I Uvi I III TIEIA PRR.SEIQ BY T7 ' AIN
TOOLS AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITEAND FUNCTIONING. I � � 177-1 LA I
A PTORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USES, IN ADDITION, IF FORANY REASON THE F ETTEVILLE PUBLIC WORKS COMMISSION DEEMS THAT _.... - - - T 1
6, ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL 8EADJUSTE�0 TO THREFANDA HALF IS 5) FEETOF COVER MUSTBE At 34-7/9' .. ___�i_� !!�� ,-I _ III- - I I! 11111-:
I - M I ,:7-1- -
AINT NEE) OVER THE THE, CON TRACTOR IS NOT PREPARED, THE OUTAGE SHALL BE POSTPONED AND ALL i 4 _`_ 7 -
I
I NISHED GRADE, IN ACCORDANCE WITH FAYPWC REQUIREMENTS. WATERMAINOR IT SHALL BE DUCTILE IRON. IF DUCTILE IRON PIPE* USED CU TOMERS IMME IATELY NOTIFIED OF THE CANCELLATION. THE OUTAGE SHALL BE - L_,,_U,___________j 1�0p, "I , � I,,- 1�_, b - -I I . I - "'
S B "I'll , i I H -_ I -Il]]], ,
THEN TWOANA HALF (25) FEET OF COVER MUST BE MAINTAINED OVER THE POSTPONED A MINIMUM OF TWO (2) WEEKS. NO ADDITIONAL CONTRACT TIME WU_ TRACING -- ­ ­� I Ill I "I I
WATER MAIN AND A MINIMUM OF A�INCHSS OF VERTICAL CLEARANCE SHALL BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT -TIME EXPIREWITHIN THAT WIRE L_\`11�1 .1 / , I ecD
"y
` 7 41 �718" BOX
BE MAINTAI NED BETWEEN THE WATER MAI N AND THE STORIIII DRAINAGE UNE, -AID IZ, WEEK PERI 00, THE PAY ETT5VI LUE PUBLIC WORKS COMMISSION RESERVES 2'BRASS I I I X PACK , ­ �,/?< ., COMPOSITE - VALVE IN TRAFFIC AREA VALVE IN NON -TRAFFIC AREA
,�,, , Ll� " ­ ­_ ------I 0
"'HERE AWATERMAIN CROSSES UNDERASTORM DRAINAGE LINETHE THE RIGHTTO ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTRACT JOIN ,­/ � ", ______1
MI NIMUM OF TWLLVEO2) INCHES OF VERTICAL SEPARATION SHAL_ 13E DQOUMI�NTTS, PVC -N-1- I I � ! * =
MAI NTAINEDANDTHEWATER MAIN SHALL BE DUCTILE IRONfOR A DISTANCE I ,1 1, I 12 GRA IL - =11 3.5
0 , T�
- / dE:
F 10�FEFT ON EACH SIDE OF THE CROSSING, CONTINUOUS BRICK BOX BASE FLOOR MOUSEHOLE
Z F I A - - - - - 20'x3/4" 0 S-1 TIL COMPACIED (ONE ENTERED OTTOIA
NLET/OUTLElL ANCHOR ROD 1 0 BRASS SUBGRADE :::1A_--_ L I EAC I OPENING
BRICKSUPPORT BALLVALVE I _: 46-5/8" ______� ±i -34�7M­-J, CH END 30-112.42-18
ROD BASE EXTENSION SECTION END VIEW ISOMETRIC VIEW
�.. I.. ­­ . �
.-
WATER UTILITY NOTES PUBLIC WORKS COMMISSION NO DATE FVISjjj I I IN. I DATE I RIEVISION 2" COPPERSETTER-MBYPAS-S PUBLI NO D E REVISION MISSION NO. DATE REVISION PUBLIC WORKS COMMISSION NO DATE REVISION
FAYETTEVILLE, N,C. - - WATER UTILITY NOTES PUBLIC WORKS COMMISSION 23-1/2" METER SPACING WORKS COMMISSION - - 1-1/2" & 2" BY-PASS METER BOX PUBLIC WORKS COM _ GATE VALVE
I
-A� FAYETTEVILLE, N.C. _.. - - - FAYETTEVILLE, N.C. FAYETTEVILLE, N.C. N�T S AYE E ILLE, .C. I ­­_­_______1_­
SprI 11111 REV111111 P _ F IF.v.7TR�VISE. NOTE SA NTS 1 07113 REVISED UPDATED NOTES NTS 3F,Mft I 1111 REVISED LID I 6106 ODED NOTE #9
Aft _ : --.,.-. ----------- __._________ I -1_-I_-.__ _ _ - :101ft
-
1*G BY: PAYIWO � WATER RESOURCES 2 07111 REVISED NOTES &ADDFDNOTE6 SHEET NO� IDW Y. FAYPIAG WATER RE -SOURCES is"VVIIIIIIIIIIII S & ADDED NOTE 6 __UW� - , _____W_6__ DWG BY FAYPWC 3110ft W'5 DWG By FAYPWC SHEET NO OWC DO W.6 DOG BY FAYPWC 2 7/09 LAIRIFIED NOTES
-_
i N� WG �NO___ WATER RESOURCES I 11 OF I OAT - 0-- --f- ------ WATER RESOURCES
0 I CA - 7 8 ,'AN 1. 1017 APPRO BY JEG
GINEERING DEPARTMENT 3 07/01116 ADDED NOTE 6 2 F2 [DAI (ED By JT,G� , ENGINEERING DEPORTMENT , 2 CAT F JAN 01, 2017 APPROVEDBY LEG. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT V- ENGINEERING DEPARTMENT
-
______ 20' ' PRE ____ - - _ - - SHEET WATER RESOURCES -_ -A I
_, __ !,±A __ _____ I
=-INATER-UTILITY-NOTig I ,Y -,---"---
I � WI�VVATER-UTILIT -NOTES,dt,g - O/5-2-METERLSET TER c[,g - I W5-2-METER-SETTERA". I WG-GATEVALVE.d.9
__ - NOTES __ - - -----I I I ___1 I ,
I F_ ,-51" NOTES
� 1 1 � VALVE BOX SHALL BE 3 PART SUP -TYPE NOMINAL PIPE BRANCH SIZE APPROX WT LBS. I� ALL MATERIALS SHALL BE IN ACCORDANCE WITH FAYPWC
I I MANUFACTURED BY SIGMA CORPORATION NOTES' SIZE (INCH) STANDARDS.
A 2 RINGS OF 93 REINFORCING 1, CONCRETE PR TE TOR PING SHALL BE
H/8462), TYLER UNION (6856 SERIES), STAR EFORMED BAR AS SHOWN C
- I 0119on"'k A PIPE PRODUCTS (VB -0004),O APPROVE D 0
,R -D 2500 P.S.I. PRECAST REINFORCED CONCRETE
FQUAI , 4" F'4!' 28,30 2 TAPPING SLEEVES SHALL BE AS MANUFACTURED BY ROMAC,
il �, - � 2. VALVE BOX SHALL BE AT GRADE ��� 77-,T 36�3845 SMI TH-SLAI R, OR APPROVED ED UAL
2 VALV: BOX SHALL BE 3-PIEqE CLOSE I A - I W/PROTECTOR AIN EXTENDING 91 3, "r. F,F 4244,48,66
I t 1 1__131± GRAIK17) CAST I 1121 ABOVE GRADE Icy_ 8� IS 1 STAINLESS STFELTAPPING SLEEVE MAY BE UTILIZEDFORALL
_ __.� ,,, RON�UP,TYPEVALVEE BOX ___ _3 4 r - , TH 17'
� - �.- - 3 12' 3!%4TB?�,F,1U,12' TAPPEN OFMAiNSUPTOA14DINCLUD114G24'DIAMETEr=
11 I _W WITHAMIN MTHICKNESSOFX16, .-.-,. SEE GATE VALVE AND SOX DETAIL OR LESS BRANCH. BRANCH GREATER THAN 12'SHALL REQUIRE
N � ""I
� � _� �11
-.-
- - � ... - 16, 2g I I _11_72�
SECTION "A -A" PLAN 3 VALVE BOX8HALLHAVE RASEDUETTFRS WATER . .1. I- 1 4, VALVE B X PROTECT R RINGS 24' .,.. FULL BODY D 1, M,J TAPPING SLEEVE (SEE DETAIL W 10)
"WATER" CAST INTO COVFR.� - .- � I I SHALL B'E) INSTALLED AROUND VALVE 4. SHELLANr LUGSSHALLSE STAINLESS STEELPERASTIVA240, TYPE
� .. 11 I NSI CLASS 150 LEL
4, VALVE BOX SHALL HAVE 3/F HOLE DRILLED BOX IN UNPAVED NON -TRA FICAREAS� DRILLI IS FLANGE, DI FLANGE 304 AND 304L
1� - I -T,1 .. - .... ­­ .... ­ . AN ) SHALL NOT CREATE A [UNDERANCE S ALL BE COATED TO PROTECT
a -31 INTOPSECTIONTHRUVII-fl�I-Aim -1a T TMOWING OPERATIONS, 6, BOLTS SHALL BE 518" UNC ROLLED THREAD, STAINLESS STEEL PER
GALVANIZED SOLT SHALL BE USED 10 AGAINST CORROSION ASTM A 193 TYPE 304 e NOM PIPE SIZE SHALL HAVE MIN. 1,2'BOLTS.
SECURE A MINIMUM 12 GAUGE, SINGLE FLANGE
STRAND, COATED COPPER OR COPPER GLAD SHADED PORTION OF GASKET
STEEL TRACER. *AE FOR NON 6, NUTS SHALL BE HEAVY HEX STAINLESS STEEL PER ASTM A -IN, TYPE
F�,_91,1 DROP LID -FERROUS RING IS EXPOSED 304�
- PIPE A 117WASHER SIFALUBE USED REMAINDER IS BURIED
I_ �1� � . I A TWEENNUTANDEN51DEQFBOX TIGHTEN PLAN 7� WASHERS SHALL BE STEEL AND PLASTIC LUBRICATING WASHER
I i HAND TIGHT. � N�T.S
N . i 7 . � REACT TEST PLUG SHELL 8, GASKETS SHALL BE VIRGIN SQR PER ABCM Q 2000 MAA610,
"
- - - SCREW TITE VAT VE BOXESA �
- , ,nm� ACCEPTABLE �
, i __ �, � BOLTS COMPOUNDED FOR WATER AND SEWER SERIACE
______ --- j 6" PanL I T
q I 1 6 DIMENSIONS SHOWN VAR" BASED UPON GROUND 9 FLANGE SHALL BE DUCTILE IRON PER A$TM 533, GRADE 65-45.1S, OR
I - I THE MANUFACTURER, ACTYAL DIMENSIONS �Irzl FULL NUTS STAINLESS STEEL PER ASTM A -Q40. TYPE 304�
1 SHALI BE APPROVED BY FAYPWC. - REINFORCED C RCUMFERENTIAL 10� DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY VARY BASED
I- � 1, VALVE BOX SECTIONS ARE REQUIRED THE CONCRETE GASKET - UPON MANUFACTURER SLEEVES SHALL BESWILAR IN NATURE TO
I � -1 _��'Nl THAT SHOWN AND SHALL NOT OF IATE IN ESSENTIAL DETAILS
�_ r _FR TECTOR
. TOP USE OF PIPE IN LIEU OF VALVE BOX / RINOG
_____� I 11
5 / I SECTIONS SHALL NOT BEPERMITTED " /" N � I, _�
. �, ,/ I SECTION I []�El� . A, ­ 2 �i - IRE SURFACES SHALL BE GLEANED THOROUGHLY TO PERMIT A
§ : 8 TRA ,ING WIRE SHALL BEINSTALLED I GOOD SEAL PRIOR TO INSTALLATION
i
I OUTSIDE OF BOX - P
?� ! I 12 ALL TA PING SLEEVES SHALL BE HYDROSTATICALLY PRESSURE
_. � DETAILWBFOR , W ,E[)I,NACCORDAN-CEVVITHFAYPWCSPECIFiCATIONS TEST
J� R' 9, REFER TO FAYPWC , LVE BOX ARMOR$ TEE
I L INSTALLATION REQUIREMENTS 11 vll� 8, ALL BE. WITNESSED AND APPROVE BYFAYPWCPROJECT
; COORDINATOR PRIOR TO BEGINNING TAPPING PROCESS
11 �
- . 11, 13 THE NUMB A OF BOLTS, NUTS AND WASH AS SHOWN ARE FOR
I BOTTOM - 24'DIAMETER.111 I. ILL STRAT' N ONLY, ACTUAL Q UANTITY SEALL BE AS
I CUT AWAY VIEW WASHERS
I SECTION � REUOMMEN'ODED BY THE SLEEVE MANUFACTURER FORTHE
� I
� ��111118j i I I L__S_�,' I NTS, RLCUtREDSERVCE
� SECTION A -A
� N TER BAR
9-Irz, i �__,_ Iff-__1 TS� U 1, SEE LE TAILS W9 AND W 17 FORADENTIONAL REQUIREMENTS.
.-
TOP SECTION BOTTOM
I - �
INJ .ATE I A STAINLESS STEEL TAPPING SLEEVE PUBLIC WORKS COMMISSION T
VALVE BOX PUB IC WORKS COMMISSION NO I DATE R 1 ON I VALVE BOX PROTECTOR RING PUBLIC WORKS COMMISSION I _____ VISION . NO TAPE REVISION
I
NTS FAYETTEVILLE, N.C. E1171,11 ADDED NOTES 7,8 & CLARIFIED NOTES ELT.S. FAYETTEVILLE, N.C. I --Jmmmw I I I N,T S FAYETTEVILLE, N.C. 7 07109 �DDEONOTE 2.1 &CLARIFEDNOTES
� - I -
JDAG, NO, 74tp I
_777"' W.7 IDWG,SY FAYPW-C zo � E, " zmft
SHEE WATER RESOURCES I REVISED NOTES 1, 4,6 Ir- BY: FAYPWC W. 1 1 DWO BY FAYPWC 2 07113 REVSEDNOTES3 12,14
T NO I __ SHFETNO. WATER RESOURCES I SHEET �O - NO -.--- WATER RESOURCES
I GET 7y- � IDAT. I -E1,2017 APPROVED BY I I G
AP-�.V- , , ,�,, ENGINEERING DEPARTMENT , 1OPi pRDvF RTMENT I OF � EN
�JEJAII .1 -1 �7 .--'- - I ­___ 1-1- ---I--,- I -1) ay� - j. , e. , G� -, ___ E , NGINEERING DEPA ___ GINEERING DEPARTMENT - - -
- V/7-VALVEDox-mg- __ -_ , - - ,- VV8�CONC-PROTECTOR-RIING dwg WI 1 -SS-TAPPNG-SLEFVE -g
I
- -
I
- - ---
NOTES CONCRETE NOTES� POINT OF C900 OR DI PIPE AT j TEE WITH
1, A L MATERIALS SHALL 1 METER BOX AND VALVE 6 CENTER 2" SDR -21 PIPE IN I MIN', �_EiR_N* -AREA EA'6H DI -RECTION I THRUST BLOCKS SHALL BE INSTALLED - T -TRANSITION TO DI PIPE U�P)
F PPR VEDRESIRANT
_F
BE APPROVED BY BOX SHALL BE IN METER BOX. 11 11 .. ,.� , . I TFI THRUST OF THRUST IN SQUARE FEET ON PVC WATER DISTRIBUTION LINES R 0 O UNR STRAINEDATJOINT -1.1 /�TYPI
FAYPWC ACCORDANCE WITH . " . - BLOCK ITYPJ (b ... d ,­il ,upp,aling valm of 20DO psf @ 200 pPig t,,t ptaPli, ... ) THRU IT DIA IN THE MANNER SHOWN : I [ LR TEE /LR TE- I
FAYPWC DETAILS, t.. ­-, I PIPE TEES& T EE, 1 4F ELBOW � 12-112 SEE FAYPWQ STANDARDALT : ____. _ __ _ __ -_ ,POINT OF 31 PIPE T ANSITION TO
1 MEN INSTALLED IN A PROVIDE SOLID METER � . �,.� - � . WS � S CA.B. RESTRAINING DETAILWIBFOR 1h I - G9D0CRD11PPE( P)
I PER FAYPWG R . � . � DEADENDS I FEB. IS EL&O _
8 X SHALL ET III` DETAILW17 I SECTION 113
PAVED AREA ME -CONCRETETH USTBLOCK SIZE 0 -81, I
BEST A o BOX L O // � 6' 4 ACCEPTABLE ALTERNATE RESTRAINING E, �
ABOVE PINIS RED SLOVVOFFASSFMBLY-40 I .. SY$TEMS� - 4 ALL DI PIPE BETWEEN FI rTING AND
PAVEMENT GRACE AND TO HE RE -USED UNLESS 2, PIPE GREATER THAN 12 INCH � ,I 11 ___ VALVE SHALL BE RESTRAINED ALL
12' - 1 21 1 1 1 1 ___�
APPROVED BY FAYPWC. DIAMETER SHALL REQUIRE RESTRAINT I I, 2 �Av_v
P VEME FEATHERED .1 'L .
To TOP OF BOX, - JOINT PIPE FOR THE PROPER LENGTH. - 0 0 . LRVALVE I -L ALVE __-, DIRECTIONS
COM AT 5 A MOVE ENTIRE ASSEMBLY ,77 - 6, L '� O
BOX PO,9ITE METER FREOM BELL OF IAA ER MAIN 3. COMPACT FITTINGSARE NOT SIDE VIEW FRONT VIEW SECTIO - �
"'
(DETAIL W 48) P \�7 � - N ISTURBED ACCEPTABLE. STANDAROFTBNGS N "A -A" " -_ � -- _11, I GATE VALVE WITH
RE WHEN EXTENDING THE Zr-�101ml THRUST . RESTRAIN M J JOINTS APPROVED RESTRAINT
SPA L BE USED IN MAN, 2" SCHEb 80 PVC ELBO, BLOCK Sol SHALL BE USED WITH CONCRETE IRON RETAILING GLAND M J RESTRAINT I ,I W/APPROVED (TY P)
PAVEDAREAS 90* ELBOW ?AJ.PLU I - AREA OF THRUST BLOCKING- L
I-
* - -n- NOMINAL WEDGES GBOiTS PRESS . ,RESTRAINT TYPICAL � _-DUCTILE IRON PIPE JYP�
- �U� IT. �� .. , I ­­­­ I 11
1� 1 3 1 6 350 1
ASPHALT - I - - INSTALLED ON SEWER FORCE I 2 '
__ ... - _i
- 1 F __ .1 2'SOR 21 PVC - ...�� .-I.-_,_ MAIN IN THE MANNER SHOWN, � Al I CAT - VA � �_, - I., " RESTRA:NMJ. JOINTS WITH
.. .. LV - `-H
�') � 11 I - . TOV! APPROVED RESTRAINT (TYP)
- -220 APP "), T -
Ii, T S' IF ON CAP � - ____0 ��l 1- ±�,�- - - a5l) 10 � EST W.IN I
2',ih @ -I- 2"BRASS F I.P. PACK- - 1 5- IF SAC-ORETF IS USED, MIXING I (TY P� OIPIPE- ANSDIiONTO
FINA . JOINT FOR PVC MUS BE ON SITE UTILIZING A ,I C9000RDi PIPE
L GRADE T- 4' onn� z . SEE BLOW -OFF DETNLFOR MECT I---.------ ____
_T1 ,Iax, ADAPTOR � C 8" SIZE SHOWN 6: & I2'SIMIi_AR UNRESTRAINEDAT JOINT
,I il V ALARIFICATION OF CONSTRUCTION ELBOA HANICAL MIXER
... A. - ­ � eQUIREDATOPAL)FNIDS 6� NO CONCRETE SHALLBE IRON RETAINING GLAND MA RESTRAINT ------- C90D ORDA PIPE
CONCRETE COLLAR I I/- METER BOX 17BRASS NIPPLE - GLOIK, PIIVX=,�] . - PLACED ON BOLTS. WRAP
IN PAVED AREAS - DEIAILVV17� HORIZONTAL BEND DEAD END JOINT 'ITTiNGSWITHPLAS11C.
CONC.PROTECTOR -_
RING NON -TRAFFIC BRICK - 2" BALL VALVE -- T CONCRETE SHALL BE
AREAS ISEEVALV5 - A MNIMUM3,000pal.
DETAILW6) - LE IT MJ 6 I I SIDIS EXCAVATION$ 8 ALLSFARING URFACESSIHALLEE
6" BRASS NIPP LE I - SIDE EXCAVATIONS(TYP.) ITY') AGAINST UNDISTURBED SOIL AND
BRICK . - SHALL BE APPROVED BY FAYPWC
BRICK- I TRACER WEE I 11 1 , - I I I PROJECT COORDINATOR PRIOR TO
" . PLACEMENT OF CONCRETE,
OR (MIN. LENGTH OF RESTRAINT EACH DIRECTION OF THRUST IN LINEAR FEET)
B -d on 200 ps,g pr,,S,,,, Safaly F,=,,f 2 0 1, BARED PIPE AND ML So;, 3 5 -et
C�,,l d ... not apply to pipa, on,pped I, p,RaMyI,oa ,,p
_-PIPE _�
VA 'tS A`�
I "'_ EUE
11-11" 11
ED CER
SIZE [ EAT""V�
SIS ELBOWS
1, 1110.=��
.1"Is.-
ELBOWS
I[_
WITHIN THE LR DISTANCE TO BE
56 31'
1 13,
­__ I——
.. ..... I ------
77 - �0
��
1 ;�
11
11
­­ -
__1z___j IQ, Ei�
2 IVDB EviSEDCC
I OF 1 IDATE. JAN.01.2017 JAPPROVEDSY I.E.G. ENGINEERING DEPARTMENT
I
RASTRAINEDJOINTOETAIL FOR TYPGALTES INTERSECTION
- ".2" TAPPING SADDLE
- z. -V")
BE
4WAYINTERSECTION SWILARLYRESTRAINED
NOTES'
It� BRASS NIIILI PER FAYPWC DETAIL W17
I) THRUST RESTRAINT SHALL BE
5�) THE MINIMUM LENGTH OF RESTRAINT
INSTALLED ON DUCTILE !RON WATER
INDICAT ED SHALL REQUIRE ALL JOINTS
DIS RiBUTION LINES FTHRU 12'
WITHIN THE LR DISTANCE TO BE
D;AMETr.R IN THE MANNER CROWN
RESTRAINED
zE FAYPWC STANDARD THRUST
_____
- 9, USE OF RESTRAINED JOINT DUCTILE BLOCK OETAILW 17 FOR PVC 6) RESTR NTSYSTEMSHI
2"$DR-21 PVC WATER I IRON Wit L BE REQUIRED IF SOIL �Rlo RESTRAINT E INSPECTED AND APPROVED
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MEIER BOX - LEVEL
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FAYETTEVILLE, N.C.
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13 ACCESS HAT 'H SHALL BE 5�0'DOUBUE DOOR
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PASS HYDROSTATIC AND STERILIZATION TESTS
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PRIOR TO CONSTRUCTION SOLTS,HINGESAND
FAYPWC PRIOR TO ORDERING MATFRIALS
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NO. DATE REVISION
9 GO TRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE
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ACCEPTANCE OF PROJECT,
PRIOR TO BACKFILL.
COMPLETELY FILL ----- - I
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5. VAULT SHALL BE LOCATED OUTSIDE OF PAVED
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IS LATERAL AND PIPING INSIDE OFVAULT SHALL
VO 0 OUTSIDE OF
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TRAFFIC AREAS.
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PASS HYDROSTATIC AND STERILIZATION TESTS
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WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI
. _ ___.1.2
IF Sir 0,317, 0.469'
6, METER VAULT SHALL BE LOCATED WITHIN PUBLIC
ACCESS TO METER
19, IF USING S'PIPING WITH AF METER, THE VAULT
A
PORTLAND CEMENT GROUT AT SUPTICIENT PRESSURE T NSURE
ROW OR DEDICATED EASEMENT IF IN EASEMENT,
14, ACCESS HATCH SHALL BE ALOMENUMr MOUNTED
SHAULSE6AIIZ
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1
PROVIDE A MIN, 5'CLEARANCE AROUND VAULT.
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6. THE BORING SHALL BE PERFORMED FROM"UPETREAM'TO
F GAGE MAINS) SHALL�HAVE FACTORY
INCID NTAL TRAFFIC LOADS. ALL OTHER
20 CONTRACTOR SHALL VERIFY VAULT DIMENSIONS,
RESTRAINED JOINTS CARRIER PIPE
FASTEN BRACE TO PIPE Wl
7, CONTRACTOR SHALL PROVIDE ALL FITTINGS.
HATCHES SHALL BE APPROVED BY PAYPWC
METER DIMENSIONS AND PIPE LAYOUT WITH
. . . . AND WASHERS.
MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED
PIPING, FTC, AS INDICATED.
PRIOR TO CONSTRUCTION SOLTS,HINGESAND
FAYPWC PRIOR TO ORDERING MATFRIALS
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FIELD LOK, SURE STOP 3SO OR OT HER
HOLD OPEN ARM SHALL BE 316 STAINLESS STEEL
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SOLID CONCRETE BRICK -
METER VAULT
FAYETTEVILLE, N.C.
' '
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REVISION
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FAYETTEVILLE, N.C.
THE DRAWINGS
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SIZE C'SINGSIZE MIN. WALL THICKNESS MIN.WALLTHICKNIISS
SHALL NOT BE AULOV,ED
E_ CASEMENT PIPE S ALL
NOTE
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CASINGWII�GROUT \
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ADJACENT CA.$ING PIPE
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WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI
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IF Sir 0,317, 0.469'
4 EACH END OF ENCASEMENT TO BE PLUGGED WITH BRICK, ALLVOIDS
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31. 0.312' 0,469'
AaDITIONAL INFORMATION.
A
PORTLAND CEMENT GROUT AT SUPTICIENT PRESSURE T NSURE
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NO SETTLEMENT OF ROADWAY/ RAILROAD. METHOD O� GROUTING
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SHALL BE AS APPROVED BY THE PERMITTING AGENCY
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2 CAPRI _R PIPE FOR PRESSURE
APPLICATIONS (WATER MAINS &
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MIN, WALL THICKNESS SHOWN FOR SEWER MAINS ALLADDITIONALCOrTS
6. THE BORING SHALL BE PERFORMED FROM"UPETREAM'TO
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"DOWNSTREAM" DIRECTION MAINTAINING THE CRITICAL DOWNSTREAM
- . REVISION
RESTRAINED JOINTS CARRIER PIPE
FASTEN BRACE TO PIPE Wl
PLAN SHALL BE SUBMITTED TO FAYPAIC FOR APPROVAL
HEAVY DUTY STUDS. NUTS
FOR GRAVITY SEVVER'SHALL HAVE:
. . . . AND WASHERS.
MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED
-,�,�,.,-: :­.
RUNNERS SHALL BE MIN.7'WDE � . . . � . � .
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RESTRAINED jOINTSANO MAY USE
RESTRAINING GASKETS SUCH AS
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. W ,:.
. .
GROUT UNDER PRESSURE NO SEPARATE PAYMENT FOR
,
. . .
- : I
� \
.
i I I
3 CARRIER PIPE SHALL BE CLASS 350
OR 250 FOR WATER, AND SHALL BE
9 GO TRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE
SOLID CONCRETE BRICK -
HALF SECTION ISOMETRIC OF BORE
CLASS 50 FOR SEWER
' '
­____
- __ - - __ - - - - ___ -------------------
PUBLIC WORKS COMMISSION
I I
.
REVISION
BORE UNDER ROADWAYSIRAILROADS
FAYETTEVILLE, N.C.
THE DRAWINGS
N
RILLVOID�66TWEIF BRICK ::
KT S,
I
1
01105 IADOFONOTES2&P I
__
SHEETNO�
DWG� N-�M 6
fGw- BY FAYPWC
� - ­Iaw
WATER RESOURCES
2
10109 ,ladfool.atnaintIo4amantera,
I OF 2
t_ __
,E JAN 0 I, 2017
CA7
___ ___
APPROVED BY J ED
r
ENGINEERING DEPARTMENT
BONDS EXCEEDING 100'M LENGTH OR AS SPECIFIED
I I
I I
NOTES:
__
BORE SIZING C T -
I � INSTALLATION SHALL BE DRY BORE AND JACKING OF
-
�_ I
SMOOTH WALL STEEL PIPE JETTING OR WET 13CRING WITHWATER
CARRIER PIPE' MI . ROADWAYS RAILROADS
SIZE C'SINGSIZE MIN. WALL THICKNESS MIN.WALLTHICKNIISS
SHALL NOT BE AULOV,ED
- -
Z S BORE SIZING CHART FOR CARRIER PIPE SIZE AND
ITT, 0 18T BIBB.
0.281"
STEEL CASING SIZE, MIN, CIA. ANDWAULTHICKNESS.
F 02F .
16, 02T 0 281I
3 CASING PIPE SHALL BE IN ACCORDANCE WITHASTM ALES, (;BADE 6
W____g_
12' 24" 6 0.375,
WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI
. _ ___.1.2
IF Sir 0,317, 0.469'
4 EACH END OF ENCASEMENT TO BE PLUGGED WITH BRICK, ALLVOIDS
I I I
31. 0.312' 0,469'
OUTSIDE THE CASING PIPE SHALL BE COMPLETELY FILLED WITH 1 3
IT
PORTLAND CEMENT GROUT AT SUPTICIENT PRESSURE T NSURE
I
0 375' 0,532,
NO SETTLEMENT OF ROADWAY/ RAILROAD. METHOD O� GROUTING
T____ 4
0, , '
'E�
� 2',
SHALL BE AS APPROVED BY THE PERMITTING AGENCY
� L., -
-,
G 'IF
S, IT 1. REC..ME...1IIA1 TIE SORE SEA' ..ILISHSD.El. FIRE
"'CONTRACTOR MAY SUBSTITUTE A LARGER SIZE CASING PIPE HAVING THE
CONSTRUCTION BEGINS
MIN, WALL THICKNESS SHOWN FOR SEWER MAINS ALLADDITIONALCOrTS
6. THE BORING SHALL BE PERFORMED FROM"UPETREAM'TO
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BORING AND JACKING
"DOWNSTREAM" DIRECTION MAINTAINING THE CRITICAL DOWNSTREAM
- . REVISION
INVERT ELEVATION. SHOULD THE SORE NOT BE ON GRADE, A REVISED
FASTEN BRACE TO PIPE Wl
PLAN SHALL BE SUBMITTED TO FAYPAIC FOR APPROVAL
HEAVY DUTY STUDS. NUTS
? THE BORING OPERATION SHALLBE CONDUCTED INA
. . . . AND WASHERS.
MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED
-,�,�,.,-: :­.
RUNNERS SHALL BE MIN.7'WDE � . . . � . � .
. . . . .
. � . .
- . .
OR IN SUCH A MANNER SO AS NOT TO CREATE A HAZARD
. .
....-
..
. .
": .
8� IFAN BSTRUC fION IS ENCOUNTERED DURING THE 80RING
G
..
.
I .
...
OTTERATI ON, THE ADGER SHALL BE WITHDRAWN THE EXCESS
. . .
. .
.
. . .
. . . �
CASING PIPE CUT-OFF, CAPPED AND THE INTERIOR AND EXTERIOR
VOIDS SHALL BE COMPLETELY FILLFD W11 3 PORTLAND CEMENT
. W ,:.
. .
GROUT UNDER PRESSURE NO SEPARATE PAYMENT FOR
,
. . .
- : I
UNSUCCESSFUL BORES.
.
i I I
�
9 GO TRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE
SOLID CONCRETE BRICK -
I
; .
BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON
AND 1:3 MORTAR., COMPLETELY : -
I I
�
. �
. .
THE DRAWINGS
N
RILLVOID�66TWEIF BRICK ::
i
�*
10, A FINGAL CONTROL STEERING HE D OR OTHER GUIDANCE SYSTEM
. I
WITH MORTAR. CLOSE EACH ENE) : .
..
.
IS RECOMMENDED FOR SORE$ 30?'DIAM ANDIOR LARGER AND FOR
I OF CASING, , .
� .
.
Y
. . .
- .
BONDS EXCEEDING 100'M LENGTH OR AS SPECIFIED
. � .
�
I I SUBCONTRACTORS SHALL ADHERE TO ALL PERMIT REQUIREMENTS
,�::
. . :
COMPLETELY FILL I : ,
AND SHALL PROVIDE APPROVED INSURANCE CERTIFICATES AS
REQUIRED
VIDEO OU7$IrF OF -
CASING WIGROUT I .
12, CONTRACTOR SHALL EXECUTE AND PERFORM ALL REQUIREMENTS
65E 140TE 4 . . ...
AND CONDITIONS STIPULATED BY THE PERMITTING AGENCY
. I
AUDI CARRIER I- :....­...... I
13, SEE DWG MS SHEET I OF 2 FOR ADOPTQNAL INFORMATION
. � I � . .
PIPE . .
B N . 0 -12GA MIN,
14, CARRIER PIPE FOR PRESSURE APPLICATIONS (WATER MAINS & FORCE
STEEL CASING
R SEA �S GA. MIN
16
MAINS) SHALL HAVE FACTORY RESTRAINED JOINTS. CARRIER PIPE FOR
CARBON STEEL
GRAVITY SEWER SHALL HAVE RESTRAINED JOINTS AND MAY USE
SECTION `A-A7CARBON STEEL CARRIER PIPE BRACE
R STRAINING GASKETS SUCH AS FIELD LOK, SURE STOP 350 OR OTHER
APPROVED GASKETS.
UBLIC WORKS COMMISSION
0 DATE REVISION
BORE UNDER ROADWAYSIRAILROADS
FAYETTEVILLE, N.C.
-
KTS�
I WJ11104 -_ ____ - - �- - -_
-
M 6 - BY, FAYPWC
=
WATER RESOURCES
31plpftl
1 07110 REVISED NOTES, SIZING CHART
-
T
ENGINEERING DEPARTMENJ
J2DBY J.7GL
M6-BORE�ROADLRALd119
a, �
NOZZLEWITHFIR HOSEG'OUPONG
-4
0
THREAD IN ACCORDANCE WITH
-
�_ I
FAYPWIC STANDARD. NOZZLEIAPS
,I 1
5HAI L BE SECURELY CHAINED TO
-1
THE HYDRANTS BODY,
FIN GRADE -
VALVE BOX -\
-
Ic
, ,,, I
ff, I� 4-1 ' 11'1� I �, ... -, I , , - � I,
I 1,� �; � 1-1 I
'
E � r,
11 �
IT r SARORIEL
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.
-
. N
, � 1 1 I�
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- I E �
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I I - F
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---
UNDERCUT AND BACKFILLFID WITH
-
EI'R�J_133. PIPE md
AS REQUIRED. IS E
TAPPING DETAIL)
M.J. CONNECTION WITH. IRON
RETAINING GLAND M J
RESTRAINT SEE NOTE 2 AND
FAY PVVC STAN D
RESTRAINING DETAIL
II- I 11L MY UNATIJ I ANU PUBLIC WORKS COMMISSION NQ�j DATE I , REVISION I
VALVE INSTALLATION &YETTEVILLE, N.C. REVISED #4 ��
______ = - - TF�_
D. 20"Ift 1-1 I
SHEETNO� - - VATER RESOURCES 2 07101 #3 & ALTERED RE'__ _;Nr-, OETAL
1 OF2 FATE: JAN,01,2017 JAPPROVEDBY J.EG ENGINEERING DEPARTMENT 3 107/01116 1 REVISED NOTE'
� i
NGTM- I
I SUITABLE SOIL BEDDING IS "EFINEDAS"NA-11VIE'SOIL
EXCAVATED FROM THE TRENCH, FREE OF BOOKS. FOREIGN
MATERIAL, AND FR07EN EARTH I
1
2, SUITABLE BEDDING MATERIAL SHALL EXTE,' ND TO
UNDSTURBEDT ENCHWAU-S. I
1
3 IF GROUND CONDITIONS WARRANT, FNIAY BE NECESSARY TO I
DID DUCTILE IRON WATER MAINS IN SELECT BEDDING
MATERIALIN..5OR N.S7 STONE) TO THE SPR;NGUNE OF THE
PIPE, SUCH INSTALLATION SHALL BE AS DIRECTED BY THE
PAT PROJECT COORDINATOR. I
F '% 6
MIN r MIN
I 1;-�-I_[�`__', "", ',',-.-,'-,,', _""__", - ',� -_ , " T��'�
�� �4
i
41, IT lI FROM TRENCH EXCAVA71ON
-4
0
ii , � _ , __ � , , , , � , , ,." _ �
I -, , , - � , - -
. , _ , � , - " ,
(SEE NOTE 1)
91=1
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ME I -1 i-1,1-
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I L_ 'IIY��IUFIAGI
m
N S
CONTI DON 12GA -
SINGLE STRAND COATE D
SHALL Ell UNDISTURBED
.-
...
_ �
''.
,.- � � .
�.`. ::�:.�
COPPER WIRE OR
SOIL. WHERE SOIL IS DEEMED
L_
-6 () �;,- 00
COPPER CLAD STEEL
UNSUITABLE BY THE FAYPWC
Smm $___�
TRACING WIRE REQUIRED
ER JECTCOORDINATOR
­_-, 1. - I WMEW&INFUM
;,��.,L�7." FAMCMDRDMIAO
1 � %_� �.�,_ . ,
.1 L .
F (A LNOEPFERROUS
AD HORiZED AREA SHALL BE
DEANAM RESTRAINT--/
PIPE (FROM VALVE BOX
UNDERCUT AND BACKFILLFID WITH
FIRE PROTECTION
TO VALVE BOX)
SELECT BEDDING MATERIAL ISEE
I —,. ___'..
I
I'm,""" I 11 ly Of'
,
NOTE 3)
r, — J_ rc Z
WATER MAIN BEDDING DETAIL
PUBLIC WORKS COMMISSION
- . REVISION
N.T,S,
- - - -
FAYETTEVILLE, N.C.
_ 31FWft
WATER RESOURCES
1 11101117 EVISED OTES
1
__
vv. 1 9
To_'�-_ `Ey _,-�_­
2 07101113 EVISEDNOTE RE: TRACER WIRE
2 017
-
APPROVEDBY JIG
I
-
I
ENGINEERING DEPARTMENT
—
—
WiS-WATER-BODDINGAW9
NOTE
I FOR USE w11-1/2" OR 2'DOMESTICMETER.
2 METER BOX AND SETTER SHALL BE IN ACCORDANCE WITH FAYPWC
DETAIL W5
3, MIN 5'BETWEEN THE METER & THE BACK FLOW PREVIENTER. MAX
100T FROM THE MAIN TO THE BACK FLOW PREVENTER.
4 IFTHEMETERBOXI LOCATED LESS THAN 5! AWAY FROM THE
MAIN, THE Z'PiPING SHALL BE BRASS FROM THE TAP TO THE
METER
5, LATERAL SHALL BE APPROVED BY FAYPWC PROJECT
C ORDINATOR PRIOR TO SACKFILL
6 ALL MATERIALS SHALL BE APPROVED BY FAYPWC
7 LOCATION OF BOX SHALL BE AS DETERMINED BY FAYPWC 5'MIN� - __�
PROD ECT COORDINATOR. [NINO CASE SHALL BOX BE INSTALLED
- CLOSER THAN 6TO BUILDING -- 100'MAX --------- � APPROVED BACK FLOW
PREVENTERSHOTBOX
- TF"AQ=
ZOR S OR .� I
ASPHAI T -APPROVED - %r qr
BY FAYPWC METER
� DFTAIL.J.6. GROUND LEVEL - I I
or I:i,i:i --- - - - - - - T=g- - ­ __ 'D,��­', 1
�1_1 K.11 Z�V.H,r� - � �j II
1 2" BRASS RP & PACK - W= T BRASS PIP &PACK .
JOINT FOR EVIL F JOINT FOR PVC ___�_ - I
I I ADAPTOR ADAPTOR
,II � Iii.
\ �� I
So!!,�I'�� ON 2 ItITER SITTIED )
- Y'Ay�� I
Ill \ ,Q 11' BRA�=."N'TRUE BUA
Q IF
,UPPL I
TR-- 1,11- TRACER WIRE � I 12"BRAS __
'IA-, I USE BENDS OF DIFFERENT I - us H SO PVC BENDS
"", IVC QVII, 111E - ANGLES AS NEEDED In AIENSECED
2'O BRASS BALL VALVE Z'O BRASS SALL VALVE
2'TAPPING SADDLE Z'TAPPING SADDLE
�SEF DETAIL W 156 FOR A 'SEE DETAIL W 15B FOR A
DETAIL OF THE Z'TAP DETAIL OF THE 2 TAP
-
2" IRRIGATION LATERAL PUBLIC WORKS COMMISSION NO DATE REVISION 2" DOMESTIC LATERAL PUBLIC WORKS COMMISSION
NTS, FAYETTEVILLE, N.C. I KITS FAYETTEVILLE, N.C.
I
SHEET NO, DWG, NO, W.28 GvvG BY FAYPWC WATER RESOURCES 311aft ­ _T_ �....... I SHEE NO CIAO, NO W. 0 DWG BY PAYPWC WATER RESOURCES __ 20"b
I OF I DATE JAN 01,2017 APPROVED BY JIG ENGINEERING DEPARTMENT 1 OFI IDATE JAN 01,2017 JAPPROVED BY JIG ENGINEERING DEPARTMENT
VV28-21NARRIG-LAT DRAG
-
wl_��
1 MLL AffiED PIPING AND FITTINGS TO BE GALVANIZED
WITH EXCEPTION OF STORZ CONNECTlON
&A . 9. 1.1 " � I
K
FDC III HOPE MILLS THREADS (3.M X 8 SHARPE V FORM)
W&WWWAINAW 6'"14""'W"',
""I"Y2
1072 UZU U Us a;, I Lill 1 ? I � I 9 " I A 2 I I W, 12 9, Lq ? L41 I W N N -.01111; kA
REVISION
WS(POWDOMESTIC�LATERAL d�g
_
51 SWCONNIKIN
300ME01EDOMWIFN
INWEI)MM wlmmamw/am
awmMOMOMPALM
DilmmemmLMOREM
"I/— —
,
IWA913TM J
NOTES
I� FIRE HYDRANT SHA: L BE MODELS MANUFACTURED BY MUELLER CO. 1,CENTURIAN),
AMERICAN VALVE AND HYDRANT GO, (MODEL MARK 73), CLOW MEDALLION OR
APPROVED EQUAL
2 ALL VALVES AND HYDRANTIS SHALL HAVE M,J CONNECTIONS WITH, IRON RETAKING
GLAND M.J. RESTRAINT.
3 HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUTDO
NOT PLACE VALVE IN PROPOSED OR EXISTING CURBAND GUTTER. IF THE STREET IS
SOILAND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VAI VE IS
TO BE DETERMINED BY THE FAYPVVC PROJECT COORDINATOR
4 HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
PAYPWC PROJ ECT COURDINATORr
5 GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH FAYPWC STANDARD DETAIL.
6 HYDRANT EXTENSIONS ANDIOR OFFSET$ SHALL QK APPROVED BY FAYPWC PROJECT
COORDINATOR
7 IT RE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING A
APPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE TAPPING SLEEVE AND
VALVE SHALL BE HYDROSTATICALLY TEST ED PRIOR TO STARTING THE TAP IN THE
PRESENCE OF THE FAYPWC PROJECTCOORDINATOR.
8 THE PROPOSED LOCATION MAY BE RELOCATED BY THE FAYPWC PROJECT
COORDINATOR IF CONFLICTS EXIST It E. GAS SERVICES, UGE, TELEPHONE, ETC).
9 TH CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATERMAN MATERIAL, SIZE,
AND DEPTH FOR EACH FIRE HYDRANT LOCATION PRIOR 10 ORDERING MATERIALS.
THE CONTRACTOR WILL BE RLQUIqED TO SUPPLY VARIOUS LENGTHS OF BARRELS
AND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT FXTENSIOR MAYBE
USED PER HYDRANT). ADDITIONAL FITTINGS AND/OR HYDRANT EXTENSIONS OR
OFFSET CONNECTOR S MAY BE REQUIRED 70 MANTAN PROPER COVER AS
APPROVED BY THE FAYPIA/C PROJECT COORDINATOR.
IS CONTRACTOR SHAU NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF
SERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION
11, FIRE HYDRANT SHALL BE FIELD PAINTED IN ACCORDANCE NTH PAYPYVC
STANDARDS, BEFORE PROJECT IS ACCEPTED HYDRANTS SHALL 13E PAINTED WITH A
GREEN BONNET AND YELLOW BODY. PAINT SHALL 13E IN' ACCORDANCE WITH
FAYP'NCREQUIREMENTS THE CONTRACTOR SHALL PAINT ALL EXPOSED EXTERIOR
FIRE HYDRANT SURFACES PRIOR TO FINAL ACCEPTANCE BY FAYPWC. ALL PAINTING
SHALL BE DONE IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURERS
RECOMMENDATIONS AND SHALL BE SATISFACTORY TO THE FAYPWC.
11 PROTECTIVE COVERING SHALL BE UTILIZED, ASNECESSARY FOR PROTECTION OF
ADJACENT AREAS, EQUIPMENT, SHRUBBERY, OR OTHER ITEMS. AFTER PAINTING IS
COMPLET5, THE ENTIRE AREA SHALL BE THOROUGHLYCLEANED UP.
13. ALL PAINT MATERIALS SHALL BE IN THE ORIGINAL SFALED CONTAINERS BEARING
THE MANUFACTURERS NAME
14. WHERE NECESSARY, THINNING SHALL BE DONE IN ACCORDANCE WITH THE
MANUFACTURERS INSTRUCTIONS, AND AS APPROVED BY FAYPWC,
15. ALL SURFACES TO BE PAI NTED SHALL BE CLEAN AND DRY
16, THE BONNET OF TH I It RE HYDRANT SHALL BE PAINTED A DARK GREEN, UTILIZING
AN ALKYO OR POLYURETHAN E ENAMEL, WITH A FINAL DRY MIL THICKNESS OF 4 TO 6
MILS MULTI PLE COATS MAY BE NECESSARY TO ACHI EVI THE FINAL REQUIRED DRY
MIL THICKNESS. THE PAINT SHALL BE FOREST GREEN, AS MANUFACTURED BY THE
SHERWIN-WILLIAMS COMPANY. PART NUMBER 822918, OR APPROVED EQUAL.
SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC 70 CONSIDER ALTERNATIVE
PAINT MANUFACTURERS.
17, TIRE REMAINDER OF THE FIRE HYDRANT SHALL BE PAINTED SAFFT)(YELLOW,
UTILIZING AN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL THICKNESS
OF4T06MILS. MULTIPLE COATS MAYBE NECESSARY TO ACHIEVE THE FINAL
REQUIRE[) DRY MR. THICKNESS. THE PAINT SHALL BE YELLOW, AS MANVFACTUREI)
!Ef THE SHERWIN-WILIJAMS COMPANY, PART NUMBER 3186, OR APPROVED EQUAL.
SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC TO CONSIDER ALTERNATE
PAINT MANUFACTURERS -
t'1111= MY L)PIAN I ANU PUBLIC WORKS COMMISS1 NO, I DATE I REVISION
_.
VALVE INSTALLATION FAYETTEVILLE, N.C. I # - 4 .---
D� N T,Z� . . 3054ft .Lj==.L:�= N
SHEE N ATER RESOURCES 2 0 1109 I
___ - __ & ALTERED RESTR,
2 OF 2 [DATE JAN 01, 2017 JAPPROVEDBY J.E.G. ENGINEERING DEPARTME 3 107101116 I REVISED NOTES
FOR TWO (2) INCH, FIRE LlNeS�AND
DOMESTIC SERVICE
--- 1-1111­11--l-
W,- 2" BALL VALVE
NOTES:
I DOMESTIC 3ACKITLOWMAY BE LOCATED
INSIDE THE BUILDING,
2 THE FIRE LINE SHALL HAVE A BACKFLOW
DEVI E WITHIN 100 FEET OF THE MAIN
3 REFER TO THE CROSS CONNECTION CONTROL
ORDINANCE FOR ADDITIONAL INFORMATION
ON EACKFLOW REQUIREMENTS
FOR GREATER THAN TWO (2) INCH FIRE LINESAND
DOMESTICEERVICE
-
I z \
- � _X -TAPPING .'ILI �
i� ""I 2"BALLVALVE
_ X_ TAPPING SLEEVE AND VALVE
CA_ X - TEE WITH GATE VALV5
STANDARD TAPS PUBLIC WORKS COMMISSION NO.1 DATE I REVISION
DWG, NO N,T,S, FAYETTEVILLE, N.C. zsnft —
SHEET NO I W.21 I DWG By FAYPWC
-_ - WATER RESOURCES —
I OF I F A, -E1 AN B 1, 2017 ENGINEERING DEPARTMENT _ I I
vi
M1NIMUMrjHDTDiPIE4V.
-4
0
-
Nj
k
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m
2
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.-
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Smm $___�
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08
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1 � %_� �.�,_ . ,
.1 L .
,� � 7--
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TH1119mDommam :11,
fflmUWmGmW_9 �,
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-_11
DEANAM RESTRAINT--/
M - Q) (y) 0
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­­­ .- I YARD FDC DETAIL REQUIREMENTS
FIRE PROTECTION
LI.0
-
"
— ��
I —,. ___'..
I
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,
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NOTES
I� FIRE HYDRANT SHA: L BE MODELS MANUFACTURED BY MUELLER CO. 1,CENTURIAN),
AMERICAN VALVE AND HYDRANT GO, (MODEL MARK 73), CLOW MEDALLION OR
APPROVED EQUAL
2 ALL VALVES AND HYDRANTIS SHALL HAVE M,J CONNECTIONS WITH, IRON RETAKING
GLAND M.J. RESTRAINT.
3 HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUTDO
NOT PLACE VALVE IN PROPOSED OR EXISTING CURBAND GUTTER. IF THE STREET IS
SOILAND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VAI VE IS
TO BE DETERMINED BY THE FAYPVVC PROJECT COORDINATOR
4 HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED BY
PAYPWC PROJ ECT COURDINATORr
5 GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH FAYPWC STANDARD DETAIL.
6 HYDRANT EXTENSIONS ANDIOR OFFSET$ SHALL QK APPROVED BY FAYPWC PROJECT
COORDINATOR
7 IT RE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING A
APPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE TAPPING SLEEVE AND
VALVE SHALL BE HYDROSTATICALLY TEST ED PRIOR TO STARTING THE TAP IN THE
PRESENCE OF THE FAYPWC PROJECTCOORDINATOR.
8 THE PROPOSED LOCATION MAY BE RELOCATED BY THE FAYPWC PROJECT
COORDINATOR IF CONFLICTS EXIST It E. GAS SERVICES, UGE, TELEPHONE, ETC).
9 TH CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATERMAN MATERIAL, SIZE,
AND DEPTH FOR EACH FIRE HYDRANT LOCATION PRIOR 10 ORDERING MATERIALS.
THE CONTRACTOR WILL BE RLQUIqED TO SUPPLY VARIOUS LENGTHS OF BARRELS
AND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT FXTENSIOR MAYBE
USED PER HYDRANT). ADDITIONAL FITTINGS AND/OR HYDRANT EXTENSIONS OR
OFFSET CONNECTOR S MAY BE REQUIRED 70 MANTAN PROPER COVER AS
APPROVED BY THE FAYPIA/C PROJECT COORDINATOR.
IS CONTRACTOR SHAU NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF
SERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION
11, FIRE HYDRANT SHALL BE FIELD PAINTED IN ACCORDANCE NTH PAYPYVC
STANDARDS, BEFORE PROJECT IS ACCEPTED HYDRANTS SHALL 13E PAINTED WITH A
GREEN BONNET AND YELLOW BODY. PAINT SHALL 13E IN' ACCORDANCE WITH
FAYP'NCREQUIREMENTS THE CONTRACTOR SHALL PAINT ALL EXPOSED EXTERIOR
FIRE HYDRANT SURFACES PRIOR TO FINAL ACCEPTANCE BY FAYPWC. ALL PAINTING
SHALL BE DONE IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURERS
RECOMMENDATIONS AND SHALL BE SATISFACTORY TO THE FAYPWC.
11 PROTECTIVE COVERING SHALL BE UTILIZED, ASNECESSARY FOR PROTECTION OF
ADJACENT AREAS, EQUIPMENT, SHRUBBERY, OR OTHER ITEMS. AFTER PAINTING IS
COMPLET5, THE ENTIRE AREA SHALL BE THOROUGHLYCLEANED UP.
13. ALL PAINT MATERIALS SHALL BE IN THE ORIGINAL SFALED CONTAINERS BEARING
THE MANUFACTURERS NAME
14. WHERE NECESSARY, THINNING SHALL BE DONE IN ACCORDANCE WITH THE
MANUFACTURERS INSTRUCTIONS, AND AS APPROVED BY FAYPWC,
15. ALL SURFACES TO BE PAI NTED SHALL BE CLEAN AND DRY
16, THE BONNET OF TH I It RE HYDRANT SHALL BE PAINTED A DARK GREEN, UTILIZING
AN ALKYO OR POLYURETHAN E ENAMEL, WITH A FINAL DRY MIL THICKNESS OF 4 TO 6
MILS MULTI PLE COATS MAY BE NECESSARY TO ACHI EVI THE FINAL REQUIRED DRY
MIL THICKNESS. THE PAINT SHALL BE FOREST GREEN, AS MANUFACTURED BY THE
SHERWIN-WILLIAMS COMPANY. PART NUMBER 822918, OR APPROVED EQUAL.
SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC 70 CONSIDER ALTERNATIVE
PAINT MANUFACTURERS.
17, TIRE REMAINDER OF THE FIRE HYDRANT SHALL BE PAINTED SAFFT)(YELLOW,
UTILIZING AN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL THICKNESS
OF4T06MILS. MULTIPLE COATS MAYBE NECESSARY TO ACHIEVE THE FINAL
REQUIRE[) DRY MR. THICKNESS. THE PAINT SHALL BE YELLOW, AS MANVFACTUREI)
!Ef THE SHERWIN-WILIJAMS COMPANY, PART NUMBER 3186, OR APPROVED EQUAL.
SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC TO CONSIDER ALTERNATE
PAINT MANUFACTURERS -
t'1111= MY L)PIAN I ANU PUBLIC WORKS COMMISS1 NO, I DATE I REVISION
_.
VALVE INSTALLATION FAYETTEVILLE, N.C. I # - 4 .---
D� N T,Z� . . 3054ft .Lj==.L:�= N
SHEE N ATER RESOURCES 2 0 1109 I
___ - __ & ALTERED RESTR,
2 OF 2 [DATE JAN 01, 2017 JAPPROVEDBY J.E.G. ENGINEERING DEPARTME 3 107101116 I REVISED NOTES
FOR TWO (2) INCH, FIRE LlNeS�AND
DOMESTIC SERVICE
--- 1-1111­11--l-
W,- 2" BALL VALVE
NOTES:
I DOMESTIC 3ACKITLOWMAY BE LOCATED
INSIDE THE BUILDING,
2 THE FIRE LINE SHALL HAVE A BACKFLOW
DEVI E WITHIN 100 FEET OF THE MAIN
3 REFER TO THE CROSS CONNECTION CONTROL
ORDINANCE FOR ADDITIONAL INFORMATION
ON EACKFLOW REQUIREMENTS
FOR GREATER THAN TWO (2) INCH FIRE LINESAND
DOMESTICEERVICE
-
I z \
- � _X -TAPPING .'ILI �
i� ""I 2"BALLVALVE
_ X_ TAPPING SLEEVE AND VALVE
CA_ X - TEE WITH GATE VALV5
STANDARD TAPS PUBLIC WORKS COMMISSION NO.1 DATE I REVISION
DWG, NO N,T,S, FAYETTEVILLE, N.C. zsnft —
SHEET NO I W.21 I DWG By FAYPWC
-_ - WATER RESOURCES —
I OF I F A, -E1 AN B 1, 2017 ENGINEERING DEPARTMENT _ I I
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_____
CONTA CT
4423 PI-IF,4SANT RIDGE RD, SW
SUII'E 301
" ROANOKE, VA -4014
(843)793--2551
Projecf -.
THE
AT
tax id 1: 9494 -96 -1873 -
township: Rockfish —
county: Cumberland
state: NC

PLAN
NTH. COPING REMOVED
GE?4 L Nares
MORTAR MAIM 1/2' +/- i/C T".
USE (LASS 'a' CONORETE THROUGHOUT,
USE FORUS Fat CONSTRUCitd. OF THE BOr M SUB.
USE #4BARBOWELS AT 12' C1NTEaS
MUM FOR PIi131 FROM TOTAL CU. Y05 OF slaac UASMM ..
PROMOE ALL G aA68i5. DYER r -e" M aEPTh tlTIF RTEf+S 13'
OH DENIER. USE S7EPS NWNCI L�APL.Y eWTH STD. ORAIMR. BeOlt&1
USE BRICK OR CONCRETE BLLl7C 11A0, CWIFUES BWlff Tiff REIX,' H,
Uai,S BRICK Bio (# THE erA Z. SPrbFICATLXIS
IFflEMFMe OfPYa n B4a.mV RPE IS BET IN SIFFIRM SAB OF BOX, AM TO v an
As snamt et
FOR B' -C M ILOTI OR {ESB, USE a' WALL- W r_ir IN IIEiCj iT u5E
, To a -o' Fact Te+ r� tYA1 aBa a' wAtL Ftae Tis r¢uAWkNa
0, ollAAMA W SE Aa alstm ACaORdNfi.Y.
OtWST"I A(H PIPE GtNAWis UATCHAN.
SEE STANDARD ORAWING 64a23 FOR ATTAC UMT OF FBA114ES AND GRATE.
0000 NOC C. USE BRICK MASONRY DROP INET N LOCATIONS SUBJECT To
CHAMFER Al DPaseo GERNERS 1".
ORAMNO NOT TO MAZE.
l
DOWEL
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DIMENSIONS AND QUANTITIES
FOR DROP IN BASED ON MNJ.-tEIGHT, N
POUNDS
PDER
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
6RICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE SPAN WIDTH MIN. HEIGHT
D
A B H
BCTTOM
SLAB
WALL PER
FOOT HT. UN:LmmLT,.H
C.S.
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8'
773
ASTM liNCV 6
23
DOWEL
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24
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ASTM
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SS
OD
A
B
C
E
E
G
U
K
M
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15
824
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16
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16
27 3
4
27
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32
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`—COMPACTED SUBGRADE
CuNCRET_. I .,..
NTS
TS
Section 2721
Engineered Surface Drainage Products
GENERAL
PVC surface drainage inlets shall include the drain basin type as o 'tta contract drawing and referenced within the contract 9Pecifi
cattonm
. The docile
Iran grates for each of these fittings are to be considered an integral part of Lite surface drainage inlet and shalt be furnished by the Same manufacturer, The
surface drainage inlets she It be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc. or prior approved equal
MATERIALS
The drain basins required for this contract shall be manufactured from PVC pipestock, utilizing a thermoforming process to reform the pipe stock to the specified-
configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a. watertightconnection with'the Specified
pipe system. This joint lightness shall conform to ASTM.D3212 for ioints for drain: and sewer plastic pipe using flexible elastomeric seals The flexible elastomeric-
seals shall conform to ASTM F477. 'rhe pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to manufactute
the pipe Stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM 01784 cell Gass 12454:
The gratesand frames furnished for all surface drainage inlets shall be ductileiron for sizes 8", 10", 12", 15', 18", 24" and. 30" and shall be made specifically for
each basin s0 as to provide a round bottom flange that closely matches thediameterof the surface drainage inlet. Grates for drain basins shall be capable of
supporting various wheel loads as specified by Nyloplast. 12' and 15" square grates will be hinged to the frame using pins. Ductile iron used in the manufacture of
the castings shalt conform to ASTM A536 grade 70-50-05. Grates and covers shalt be provided painted black.
INSTALLATION
The specifiedPVC surface drainage inlet shalt b installed using conventional flexible pipe backfill materials and procedures. The bacfill material ai shall be
crushed stone or other granular ma ea meeting the requirements of class 1 class 2 or class 3 material s defined in ASTM 02321 Bedding 9and backfill for
surface drainage Inlets shall be welt placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut, at the time of the final.
grade. No brick, stone or concrete block will be required to set the grate to the final grade height Fload rated installations, a concrete slab shall be poured
under and around the grate and frame. The concrete slab must be designed taking into constleraboor n tical soil conditions traffic loading, and other applicable
design. factors For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines,
A MINIMUM OF 8- OF Q57 WASHED STONE IS
REQUIRED FOR ALL PHI INSTALLATION. SEE CITY
CITY OF FA LE STANDARO DETAIL DR -I.
MODIFIED TONGUE
AND GROOVE
D FOOT LENGTH
MORTAR OF
PIASTIC TYPE JOINT
SPECIFICATIONS:
ASTM C 76 -LATEST
MINIMUM FILL TINDER ROADTAJ(S
PIPE CLASS MINIMUM FRI
CLASS III 2`
CLASS IV I`
CLASS V I`
FILL waw L5 MUM= FROM THE
TOP OF THE PIPE TO 'TRE BOTTOM
NCDOT OF THE PIVEMENT 97RU
FONFORCEO M ACCORDANCE
AN APPUCA13LE SPECIFICATIONS
OFT HOLES STANDARD ON 36' AS ALLOWED
PER ASIM SPECIFICATIONS
RETIt1FORCED CONCH= SMM,
STORM DFA1h1 MD CULVMT
PIP'S (15"-36")
!1UI TOGRE TO BL
..,.•I�..BY A dY%E
�iiRAK118 10
JN e' 2D' T -C
SECTION_ B -D
[SOME= VIER 5'-3° ON RRL CURD W-3' ON ROLL ax0
71-910N 8° CURB 81-a` r -DIN D' CURB
WAIINNI ORS NUMBER
9oEWAtIL LAMB
As 'Rum aN tANaN(
S' TRAF�IIOId 4•
SECTION A -A
it
lam..
NOTE: WHEN DUAL PARM.LEL RAMPS ARE BEING PLACED, p 4'
LANDING SHALL BE INSTALLED BETWEEN THE TWO RAMPS.
PLAN
SEE DETAIL SHEET S7r-2C FOR WHEELCHAIR RAMP NOTES.
PARALLEL CURB WHEELCHAIRA
STREET DESIGN Detail ST -2D
Town of Hope Mills, North Caroling Februarv�,2ols riRlrlal
GENTLE SLOPES STEEP SLOPES
3•R
8' 20' 2'8°
Q
100 Ibs/aue toil fescue i
rl� s[PE6Mff WwmT.GTRUNCATED
DROP CURB
SEEDING
--11=1f=1t=11- �•fL=11.=11=1L 11..Ik. Ii l; 11=.1
30 lbs/acre Sericea lespedeza'
`J
S 0
MIXTURE
80 lbs/acre of tall fescue
(unscorified after August 15)
@
o
6"
C:® Q
i` O Q Cel
00
10 lbs/acre :Kobe lespedeza
& GUTTER floym
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U
TALI-: August 25 - October
FALL: August 25 - October 15
(1� � U
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
o p
DATES
15 lbs/acre hulled Bermudogross
15 lbs/acre hulled Bermudogross
ISO VIER
Overseeding of Kobe lespedeza over fall --seeded
Overseeding of Kobe lespedeza, over fall -seeded
RETAINING CURB MAINTAIN
SIDEWALK
tall fescue is very effective.
tall €eseue is very effective,
GRADE OF SIDEWALK
ADJACENT TO RAMP
SEEDING
Apply lime and fertilizer per soil tests, or 4004
Apply lime and fertilizer per soil tests, or 4000
CURB
I TRANSITION
AMENDMENTS
ibe/acre limestone and 4000 lbs/acre 10•-10-10
Lbs/acre limestone and 1000 ills/acre 10-10-10
.
fertilizer.
fertilizer.
NOTE t
Ground. Cover -protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills --Protective cover must be established on all graded slopes and HIS within 21 calendar days after
a phase of grading iscompleted or has temporarily ceased.
OETA@LW T45CAlg
W
SEEDING SCHEDULE
I
EROSION CONTROL
Detail EC -7
Town of Hope Mills, north Carolina
February 2S, 3015 original
A MINIMUM OF 8- OF Q57 WASHED STONE IS
REQUIRED FOR ALL PHI INSTALLATION. SEE CITY
CITY OF FA LE STANDARO DETAIL DR -I.
MODIFIED TONGUE
AND GROOVE
D FOOT LENGTH
MORTAR OF
PIASTIC TYPE JOINT
SPECIFICATIONS:
ASTM C 76 -LATEST
MINIMUM FILL TINDER ROADTAJ(S
PIPE CLASS MINIMUM FRI
CLASS III 2`
CLASS IV I`
CLASS V I`
FILL waw L5 MUM= FROM THE
TOP OF THE PIPE TO 'TRE BOTTOM
NCDOT OF THE PIVEMENT 97RU
FONFORCEO M ACCORDANCE
AN APPUCA13LE SPECIFICATIONS
OFT HOLES STANDARD ON 36' AS ALLOWED
PER ASIM SPECIFICATIONS
RETIt1FORCED CONCH= SMM,
STORM DFA1h1 MD CULVMT
PIP'S (15"-36")
!1UI TOGRE TO BL
..,.•I�..BY A dY%E
�iiRAK118 10
JN e' 2D' T -C
SECTION_ B -D
[SOME= VIER 5'-3° ON RRL CURD W-3' ON ROLL ax0
71-910N 8° CURB 81-a` r -DIN D' CURB
WAIINNI ORS NUMBER
9oEWAtIL LAMB
As 'Rum aN tANaN(
S' TRAF�IIOId 4•
SECTION A -A
it
lam..
NOTE: WHEN DUAL PARM.LEL RAMPS ARE BEING PLACED, p 4'
LANDING SHALL BE INSTALLED BETWEEN THE TWO RAMPS.
PLAN
SEE DETAIL SHEET S7r-2C FOR WHEELCHAIR RAMP NOTES.
PARALLEL CURB WHEELCHAIRA
STREET DESIGN Detail ST -2D
Town of Hope Mills, North Caroling Februarv�,2ols riRlrlal
SECTION A -A
NOTE: WHEN DUAL PARALLEL RAMPS ARE BEING PLACED, A 4'
LANOINC SHALL BE INSTALLED BETWEEN THE TWO RAMPS.
1"
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NOTE: WHEN DUAL PARALLEL RAMPS ARE BEING PLACED, A 4'
LANOINC SHALL BE INSTALLED BETWEEN THE TWO RAMPS.
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SECTION B -B
ISO VIER
5'-3• on NOD. BURN 5'-T ON ROLL am
RETAINING CURB MAINTAIN
SIDEWALK
r-B°ON S' CURS 6-0' 7-B°MI 6' CURB
.r
GRADE OF SIDEWALK
ADJACENT TO RAMP
CURB.
TRANSITION I
LANDING
CURB
I TRANSITION
SECTION A -A
NOTE: WHEN DUAL PARALLEL RAMPS ARE BEING PLACED, A 4'
LANOINC SHALL BE INSTALLED BETWEEN THE TWO RAMPS.
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FWFIRRENCE: PIC Ernslon and Sediment Central Planning end Design
777_74�-
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- 4'-O" UBL \+nn,-_ 4AI}i WmTll OF RAIM) I ..
TRUNCATED DOME PLAN VIEW m'
NO Es: TR N AT D DOM SPACING
1. AU, aTECrAIBLE WARNING DEUCES USED M FEW CONSTRUCTION SHALL BE OFA RIGID- PBSTAST OR F]SENDE)
PRODUCT A'PRMED BY THE TOBd, REPREMNIATW. REPRO iR MATS WILL ONLY BE XIMEV WW DINING RAMPS i l
WIN FRIOW AAL§✓ & OF THE TOWN RPFiESFNTATWE FOR MATERIA. TYPE AND MSIALL UMN BE, REWWAaNGj.
2 WHOM OF DETECTABLE WARNING AffA SHALL BE A UINMUM Or 4 FEET AND VARY WMI MORN OF PAMP.
J. LMOM OF OVECTABLE NAMING AREA SHALL M 2 FEE RMINUILESS OF SE'CBOH WMN.
a'
A OEWAME'WARMING DOUI GAN BE SCL'RE WHERE USED A A CURB RADIUS.
3. OF TRAVEL WARNING OWIFS S To BE ON CdV h SQUARE OIOO M INE Piff9QbMAR CRECIgX OF RB°
BE TRAVEL TO RNINa REAS To BE ILORM N OOSIF3.
B. IF FAV BLE RE To B AREA 9 WL BE SHALL
B e' TH K ALL LOCATIONS.
7. N PAlAM ARE To I USM Will UR,1 0 " S � I. 1HICK ANN azar FaaX E0e td t''OFICREIE. TRLiNGATED DOME SECTION
S. INISTRUNCATE)
ARE i0 BE PoGa WITH TUPN D0N11 EDGES EMttEP3ED M t:afiL7EiE 10 a:MINAIE aRW+ Nom.
S. TRUNCATE( COME AiE iC IE BlALK. M CC.D1L
DETAILN TOSCALE
TRUNCATED DOME DETAILS
MOLLS ST_ EEE' DESIGN
Detail ST -2E
Town of Hopi Mills, North Carolina
February 2E, xoss Original
8.00' TYP.
3,000 PSI
CONCRETE,
MIN. SLOPE= ±1/4"/FT.
f PAX. SLOPE= 1 /2"/Fr.
r4"
PAVEMENT -�� +� ,✓ �,!` ®�'
COMPACTED SUB BASE
4'
AS REQUIRED
SECTIONTYPICAL TURNED DOWN SIDEWALK
NTS
r�16(Lia'i w: LGs'J rF^thFa l qE AVktyBL.a
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w;1- e1L.It T:
�I-1T71r,&.SFr®Also
..::,:tt,e..;= �
un_.rr
><.SCRAVE 66PEP, E GFMESAS
a u<
E+"T.ria i x;
WTTTEETa
INSOR, Pu9C'r1 ;a M.
sn=.x w� at sY k
JURXF66 �f - srP: *IE rc.+ft✓i�Frar'S�AS ROLA
arm.N ro
i> ,Rv wa ills eR�. new a�t,us 'A
tW}£N M1"d SAfllel kQ7zYArUzcis� ua .us n
PM a Ian u4"3 €K'RRYe% YrR vcY..fA�E KwTT4
�%C G +fE.4Ya tA{ &�IPtE Fw � Re1�
5:
NCDOT #;
washed It
N4:EPPE.mm1
BUF O
"C'
1 NCOOT 115 or 057
walitled stone
CON SPIMI '"'Em
1, un)Iwmty grade a shallow depression approarching..
the inlet.
2, Oftve 5 -foot Stell post 2feet Into the ground
surr undhig Etta lntet. Space posts evenly around the
park teterof'the tniet, a maxtrrtunt of 4 feet opcat.
3. Surround the post with wife mesh hordwate cloth.
Secure the wife rn3sfr to the posts at the fop middle
and bottom. Plocling a 2 -foot flap of the w, is Trish
under the gavel for cncho&Q Is recommended.
4. Place clean gravel (NCDar 45 or #57) on a 21
slope with a helgtlt of 16 Inches around the wire. and
smooth to an even grade.
5. Once
the corrhibuenig drainage area has been
stablitted,ferraysaccumutated.sedimerd dilpme
of property and establish find gradate atavafians.
6. Compact ttta aw property and sliobTae with
Water Hrcsandcov .
mffifflwhm
Uupact Web at least vve" and after each
sof I% Inch or greater] rainfall event. CLQaF tte
Hardware Fd�r �I �I I I Pr rT nesh wilee of any dem or ottTer ob)aCh to provide
adequate flow for Subsequent raft Taker ate not to
Reference: NC 5oskon and Sedimantaeon Control Planning and Manual -Practice 6.51 darTtog® or undercut the mesa duirtg sadteTTen4
retrieval. Rep]ace starts ess needed.
TYPICAL 24" VERTICAL CURB
r.0 241WC. N a7c
0.5775
.09/14/9 avTI 6.
ad t
(1.9• TO 2.4) j
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O
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00
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CC)
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- 4'-O" UBL \+nn,-_ 4AI}i WmTll OF RAIM) I ..
TRUNCATED DOME PLAN VIEW m'
NO Es: TR N AT D DOM SPACING
1. AU, aTECrAIBLE WARNING DEUCES USED M FEW CONSTRUCTION SHALL BE OFA RIGID- PBSTAST OR F]SENDE)
PRODUCT A'PRMED BY THE TOBd, REPREMNIATW. REPRO iR MATS WILL ONLY BE XIMEV WW DINING RAMPS i l
WIN FRIOW AAL§✓ & OF THE TOWN RPFiESFNTATWE FOR MATERIA. TYPE AND MSIALL UMN BE, REWWAaNGj.
2 WHOM OF DETECTABLE WARNING AffA SHALL BE A UINMUM Or 4 FEET AND VARY WMI MORN OF PAMP.
J. LMOM OF OVECTABLE NAMING AREA SHALL M 2 FEE RMINUILESS OF SE'CBOH WMN.
a'
A OEWAME'WARMING DOUI GAN BE SCL'RE WHERE USED A A CURB RADIUS.
3. OF TRAVEL WARNING OWIFS S To BE ON CdV h SQUARE OIOO M INE Piff9QbMAR CRECIgX OF RB°
BE TRAVEL TO RNINa REAS To BE ILORM N OOSIF3.
B. IF FAV BLE RE To B AREA 9 WL BE SHALL
B e' TH K ALL LOCATIONS.
7. N PAlAM ARE To I USM Will UR,1 0 " S � I. 1HICK ANN azar FaaX E0e td t''OFICREIE. TRLiNGATED DOME SECTION
S. INISTRUNCATE)
ARE i0 BE PoGa WITH TUPN D0N11 EDGES EMttEP3ED M t:afiL7EiE 10 a:MINAIE aRW+ Nom.
S. TRUNCATE( COME AiE iC IE BlALK. M CC.D1L
DETAILN TOSCALE
TRUNCATED DOME DETAILS
MOLLS ST_ EEE' DESIGN
Detail ST -2E
Town of Hopi Mills, North Carolina
February 2E, xoss Original
8.00' TYP.
3,000 PSI
CONCRETE,
MIN. SLOPE= ±1/4"/FT.
f PAX. SLOPE= 1 /2"/Fr.
r4"
PAVEMENT -�� +� ,✓ �,!` ®�'
COMPACTED SUB BASE
4'
AS REQUIRED
SECTIONTYPICAL TURNED DOWN SIDEWALK
NTS
r�16(Lia'i w: LGs'J rF^thFa l qE AVktyBL.a
A'E€5, YrhT=S. Naa:lGlFfl5 as' 3FNf.: S.urG
w;1- e1L.It T:
�I-1T71r,&.SFr®Also
..::,:tt,e..;= �
un_.rr
><.SCRAVE 66PEP, E GFMESAS
a u<
E+"T.ria i x;
WTTTEETa
INSOR, Pu9C'r1 ;a M.
sn=.x w� at sY k
JURXF66 �f - srP: *IE rc.+ft✓i�Frar'S�AS ROLA
arm.N ro
i> ,Rv wa ills eR�. new a�t,us 'A
tW}£N M1"d SAfllel kQ7zYArUzcis� ua .us n
PM a Ian u4"3 €K'RRYe% YrR vcY..fA�E KwTT4
�%C G +fE.4Ya tA{ &�IPtE Fw � Re1�
5:
NCDOT #;
washed It
N4:EPPE.mm1
BUF O
"C'
1 NCOOT 115 or 057
walitled stone
CON SPIMI '"'Em
1, un)Iwmty grade a shallow depression approarching..
the inlet.
2, Oftve 5 -foot Stell post 2feet Into the ground
surr undhig Etta lntet. Space posts evenly around the
park teterof'the tniet, a maxtrrtunt of 4 feet opcat.
3. Surround the post with wife mesh hordwate cloth.
Secure the wife rn3sfr to the posts at the fop middle
and bottom. Plocling a 2 -foot flap of the w, is Trish
under the gavel for cncho&Q Is recommended.
4. Place clean gravel (NCDar 45 or #57) on a 21
slope with a helgtlt of 16 Inches around the wire. and
smooth to an even grade.
5. Once
the corrhibuenig drainage area has been
stablitted,ferraysaccumutated.sedimerd dilpme
of property and establish find gradate atavafians.
6. Compact ttta aw property and sliobTae with
Water Hrcsandcov .
mffifflwhm
Uupact Web at least vve" and after each
sof I% Inch or greater] rainfall event. CLQaF tte
Hardware Fd�r �I �I I I Pr rT nesh wilee of any dem or ottTer ob)aCh to provide
adequate flow for Subsequent raft Taker ate not to
Reference: NC 5oskon and Sedimantaeon Control Planning and Manual -Practice 6.51 darTtog® or undercut the mesa duirtg sadteTTen4
retrieval. Rep]ace starts ess needed.
TYPICAL 24" VERTICAL CURB
r.0 241WC. N a7c
0.5775
.09/14/9 avTI 6.
ad t
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Q co
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00
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®
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CONTACT'
4423 PHEASANT RIDGE RD, SW
SUITE 301
ROANOKE, VA 24014
[phone]
Project:
job no.: P16-120
date: 03130/17
drown by: JAI
survey by: JTR
checker by: JN
sheet no.: