20140557 Ver 1_Site Plan_20140609

Strickland, Bev
From: Rj Mozeley <[e-mail]>
Sent: Monday, June 09, 2014 12:07 PM
To: Strickland, Bev
Subject: Rj Mozeley has sent you a file using McGill Associates.
1MMcGill
A U I A I V S
M
R,III Vloz& ey wants to share fl es Wth youN Clll�ck the Ibutton Ibellow to access theirn,
Viessage 'froirn RJ Vloz&�ey:
::UI &ze 1pdf cqples of II )W : rojects subirn�tted for lyerirn t flng,
[phone]
�II eo@ii nq�.glii III III e nglii neeirs coiun
www ii n cglii III III e urnglii urneeure coiun
s? do I", � t'o fl"' I Is I " I p OF I t;53 ",' .ti 11'it' "J",
nforn
2,01J, ^r III

LU
i
Y
0
2
m
U
U
W
to
W
a.
co
N
N
L
3
W
o�
0
0
c
0
N)
0
c
a�
2
CL
E
E
2
CO
3
a�
CO
U
W
W
CO
CO
W
m
U-
0
U
0
T
U
W
O
a.
V-
0
u.:
SEPARATION OR A MINIMUM 24" VERTICAL SEPARATION WITH WATER OVER SEWER, OR
BOTH WATER' AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE "CROSSING.
GENERAL CONSTRUCTION NOTES.
REVISION DATE - JUNE 16, 2009
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS, THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION` FROM
THE UTILITY INVOLVED.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL U11LITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR 'A U11UTY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND. FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED` SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO
M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16
GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED
ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032 --3 FOR PLAIN PIPE OR 1032 -4
(A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M- 170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED , STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL
WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M--36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED, PIPE THROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVA11ONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840., -1 THROUGH 840 -3.' CURB 'INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNC11ON BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
C.OAK
CHESTNUT OAK
O
MANHOLE
REQUIREMENTS FOR CONSTRUCTION SITES_
P.OAK
POST OAK
EQ J.B.
JUNCTION BOX
FEDERAL N
R.OAK
GENERAL NOTES:
C}
ELECTRIC MANHOLE
1. - I
W.OAK
WHITE OAK
O
STORM DRAIN MANHOLE
W.PINE
WHITE PINE
E)
SANITARY SEWER MANHOLE
PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER
C
CURVE (SEE CURVE TABLE)
®
CATCH BASIN/DROP INLET
L
0
Own
WATER METER
1.
PROPERTY AND RIGHT-OF-WAY INFORMATION ARE FROM P
N M TAX MAPS AND
9.
VERTICAL AL SEPARATION.
WATER AND STORM SEWER LINES SHALL HAVE A: MINIMUM 24 V_ R C
15
FOR ANY DAMAGE TO EXISTING ROADS DURING-
CONTRACTOR SHALL BE RESPONSIBLE O A D
�rrrrrrrwrr�r
rr�r���wrsrrrrrrr��
CULVERT
P0.
ELECTRIC PEDESTAL
CMP
CORRUGATED METAL PIPE
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
GAS METER
CONC
OF THE CAROLINA
CONSTRUCTION AND SHALL REPAIR ROADS PER E NORTH, CAROL N
.X X
X X x
FENCE
CPP
SIGN
>4
IRRIGATION CONTROL. VALVE
6. - O
10.
SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
>4
N OPEN CUTS OF EXISTING ROAD A ALLOWED
DEPARTMENT OF TRANSPORTATION. 0 0 E S SH LL BE
_ ! _
----SS-
APPROXIMATE LOCATION of
} SIGN
STREET
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
2.
CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
Q
®
ELECTRIC JUNCTION BOX OR OUTLET
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
E
GALVANIZED IRON PIPE
®
EXISTING SEWER LINES
N
�
.SIGN
OVERHEAD
SITE,
THAN THE ORIGINAL SITE OR AS NOTED.
11.
CONTRACTOR SHA NOT! Y THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
LL F
REINFORCED CONCRETE PIPE
NA DEPARTMENT OF TRANSPORTATION. SAND O A SIMILAR ` MATERIAL
BY THE NORTH CAROLI DE E R MILA L
SPIKE OR NAIL SET
_
N
APPROXIMATE LOCATION OF
UNDERGROUND
TV
UNDERGROUND CABLE SIGN
POINT NOT SET
VCP
VITRIFIED CLAY PIPE
ROAD BEING CLOSED FOR CONSTRUCTION INCLUDING BUT NOT LIMITED TO THE LOCAL:
IRON PIPE FOUND (PROPERTY CORNER)
OF TRANSPORTATION
APPROVED BY THE NORTH CAROLINA DEPARTMENT TR ON SHALL BE PLACED AS
BEFORE YOU DIG!
TE
EXISTING WATER LINES
�
UNDERGROUND FIBER OPTIC CABLE SIGN
3.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
NEWSPAPER RADIO STATION FIRE `DEPARTMENT COUNTY SHERIFF'S DEPARTMENT, a a a
AND THE ROAD P PROPERLY
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND CLEANED U P ERLY
APPROXIMATE LOCATION OF
EXISTING GAS LINES
t!G �.
H C SIGN
TELEPHONE .ABLE
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT EAST
L THREE
AGENCY. ALL TRAFFIC
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AG
AFTER CONSTRUCTION.
�� a
a a a
DITCH LINE
INTERSTATE HIGHWAY
DAYS PRIOR T CO
0 O TRU NS CTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNER S
TS OF THE NORTH CAROLINA DEPARTMENT
CONTROL SHALL CONFORM. TO THE REQUIREMENTS
1 fi.
CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
----- �TM - - --
� --__�,_____�,�
APPROXIMATE LOCATION OF
ss
U.S. HIGHWAY
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL 1 -800- 632 -4949.
(
OF TRANSPORTATION.
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS
UNDERGROUND CABLE TV LINE
CONCRETE MONUMENT
4.
ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
12.
CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER" EXISTING BURIED UTILITIES HAVE BEEN
N
PRIOR TO MOVING ANY LINES,
CN
ON CN
P
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
o Rw MoN
RIGHT-OF-WAY MONUMENT
NORTH CAROLINA _DEPARTMENT OF ENVIRONMENT N A S VI
E AND NATURAL RESOURCES, DIVISION
_
V
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION.. THE ENGINEER WILL EVALUATE THE
_----- E- - - -_E-
-- _E- _--- E_ - - - -E_
X 0
APPROXIMATE LOCATION F
UNDERGROUND ELECTRIC LINE
a ��
MAILBOX OR PAPER BOX
OF WATER RESOURCES.
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED
17.
CONTRACTOR SHALL PROVIDE GROUNDCOVER PER NPDES REQUIREMENTS, SEE CHART THIS
APPROXIMATE LOCATION OF
o PB
POSTAL. DROP BOX
WATER LINE WILL BE MOVED.
SHEET,
E E
E E----
OVERHEAD ELECTRIC LINE
•
UTILITY POLE
5.
CONTRACTOR PROVIDE MUST S P DE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
13.
ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE ` MATERIAL
18.
AN AND CONTROL MEASURES MUST BE INSTALLED MAINTAINED
ADEQUATE EROSION D N
/c TEL
APPROXIMATE LOCATION of
• UPC.
UTILITY POLE CTV
{ )
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY B
Y E
A FENCE CONSTRUCTION
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD
a
AND ADJUSTED. AS NEEDED. DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES
UNGERGROUND TELEPHONE LINES
• uPt«
UTILITY POLE (LIGHT)
� �
LEVIED DUE TO POLLUTION CREATED. DURING CONSTRUCTION.
PRACTICES AT THE CONTRACTORS EXPENSE,
THROUGHOUT THE D RATION OF THE PROJECT AND UNTIL PERMANENT
AS WELL AS U E
APPROXIMATE LOCATION OF
0 UPELEC
U11UTY POLE (ELECTRIC)
6.
CONTRACTOR SHALL FOLLOW ALL FEDERAL STATE AND LOCAL REGULATIONS PERTAINING TO
14.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH
VEGETATION ON THE PROJECT IS ESTABLISHED.
�T
�__ �._�_____
o"T
__- __�________ _
OVERHEAD TELEPHONE LINES
RIGHT -OF -WAY
w UPM-
(TELEPHONE)
UTILITY POLE TELEPHONE
CONSTRUCTION OPERATIONS.
TELEPHONE LINES SHALL BE
THE PROPOSED WATER LINE. WHERE NECESSARY, EXISTING BURIED TELE E ES
19.
CONTRACTOR SHALL KEEP EXISTING SEWER IN SERVICE DURING CONSTRUCTION OF NEW SEWER.
TREES/SHRUBS
uP�a�T.
- UTILITY PALE ELECTRIC &TELEPHONE
{ )
POLE
a
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID
BYPASS PUMPING SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02730.
• UP,NC.
u-nuTY (ANCHOR)
7.
WATER LINES SHALL HAVE 3 MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
AT NO ADDITIONAL COST TO THE OWNER.
ONE (1) OPERATING -PUMP SHALL BE PROVIDED WITH ONE (1) STANDBY .PUMP ON SITE READY
ELI
THE NE
LIGHT POLE
TO BE PLACED INTO SERVICE IF NEEDED. EACH PUMP SHALL HAVE A CAPACITY OF 3,500 GPM.
BL.GUM
BLACK GUM
0 PP
POWER POLE
8.
WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL
BL OAK
BLACK OAK
GUY WIRE ANCHOR
LU
i
Y
0
2
m
U
U
W
to
W
a.
co
N
N
L
3
W
o�
0
0
c
0
N)
0
c
a�
2
CL
E
E
2
CO
3
a�
CO
U
W
W
CO
CO
W
m
U-
0
U
0
T
U
W
O
a.
V-
0
u.:
SEPARATION OR A MINIMUM 24" VERTICAL SEPARATION WITH WATER OVER SEWER, OR
BOTH WATER' AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE "CROSSING.
GENERAL CONSTRUCTION NOTES.
REVISION DATE - JUNE 16, 2009
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS, THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION` FROM
THE UTILITY INVOLVED.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL U11LITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR 'A U11UTY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND. FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED` SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO
M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16
GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED
ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032 --3 FOR PLAIN PIPE OR 1032 -4
(A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M- 170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED , STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL
WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M--36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED, PIPE THROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVA11ONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840., -1 THROUGH 840 -3.' CURB 'INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNC11ON BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
D Y CIVI S FOR OLATION ^c
CALL 1-800-6,32-4b49 a A AIL L PENALTY OF $10,000 PER VIOLATION CAN BE AS ESSED VI
N.C. ONE -CALL CENTER
TERMS OF THE PERMIT.
IT'S THE LAW!
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
Notification of Combined Self- Monitornn= and Self - Inspection Form:
SITE AREA STABI IZ� ATiON STABILIZATION
DE=ERIPTION TIMEFRAME -n EIiA FRAME EXQEPI]ONS
PERIMETER DIKES, SWALES 7 DAYS NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3 :1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
A NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1 14 DAYS AND HOW ZONES)
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections became
effective October 1, 2010.
To simplify documentation of Self - Inspection Reports and NPDES
Self- Monitoring Reports, a combined farm is now available. The new
form was requirements � i developed to satisfy the uirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction .Activities, NCG al00oU. Beginning August 1, 2013. the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NTPDES Stortnwvater Permit for
Construction Activities. NCG 010000. The combined form should
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. snake it easier to comply } = with self-inspection requirements.
p P q
The Combined Self -Monitoring form is available as a PDF and Word
document from the Land Quality web site.
FINAL D
ht^pt portal.nedenr org- "�veb`Ir,erostan
IEW ® N you have questions or cal d access the foam please contact the Raleigh RegiorW Office ;x
P P
N
(919) 791 420 0.
NOT R FOR
N
NO. DATE BY REVISION DESCRIPTION
N .r t
'�JfitIN11 ►��
C'r) 2
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
C.OAK
CHESTNUT OAK
O
MANHOLE
REQUIREMENTS FOR CONSTRUCTION SITES_
P.OAK
POST OAK
EQ J.B.
JUNCTION BOX
FEDERAL N
R.OAK
RED OAK
C}
ELECTRIC MANHOLE
1. - I
W.OAK
WHITE OAK
O
STORM DRAIN MANHOLE
W.PINE
WHITE PINE
E)
SANITARY SEWER MANHOLE
D Y CIVI S FOR OLATION ^c
CALL 1-800-6,32-4b49 a A AIL L PENALTY OF $10,000 PER VIOLATION CAN BE AS ESSED VI
N.C. ONE -CALL CENTER
TERMS OF THE PERMIT.
IT'S THE LAW!
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
Notification of Combined Self- Monitornn= and Self - Inspection Form:
SITE AREA STABI IZ� ATiON STABILIZATION
DE=ERIPTION TIMEFRAME -n EIiA FRAME EXQEPI]ONS
PERIMETER DIKES, SWALES 7 DAYS NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3 :1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
A NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1 14 DAYS AND HOW ZONES)
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections became
effective October 1, 2010.
To simplify documentation of Self - Inspection Reports and NPDES
Self- Monitoring Reports, a combined farm is now available. The new
form was requirements � i developed to satisfy the uirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction .Activities, NCG al00oU. Beginning August 1, 2013. the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NTPDES Stortnwvater Permit for
Construction Activities. NCG 010000. The combined form should
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. snake it easier to comply } = with self-inspection requirements.
p P q
The Combined Self -Monitoring form is available as a PDF and Word
document from the Land Quality web site.
FINAL D
ht^pt portal.nedenr org- "�veb`Ir,erostan
IEW ® N you have questions or cal d access the foam please contact the Raleigh RegiorW Office ;x
P P
N
(919) 791 420 0.
NOT R FOR
N
NO. DATE BY REVISION DESCRIPTION
N .r t
'�JfitIN11 ►��
C'r) 2
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
W.CHERRY
WILD CHERRY
E)
FIBER OP11C MANHOLE
REQUIREMENTS FOR CONSTRUCTION SITES_
Y.PINE
YELLOW PINE
OTMH
TELEPHONE MANHOLE
FEDERAL N
E.I.P.
EXISTING IRON PIPE OR PIN
O CA
SEWER CLEAN --OUT
1. - I
R/W
RIGHT OF WAY
0 E•SS
ELECTRIC SERVICE STUB -OUT
CENTERLINE
0 G.SS
GAS SERVICE STUB- -OUT
PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER
C
CURVE (SEE CURVE TABLE)
®
CATCH BASIN/DROP INLET
L
LINE (SEE LINE TABLE)
Own
WATER METER
BLDG
BUILDING
J FH
FIRE HYDRANT
CONTROL MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE FROM THE SITE SO THAT
CIP
CAST IRON PIPE
°d WV
WATER VALVE
5. - I
CMP
CORRUGATED METAL PIPE
b
GAS METER
CONC
CONCRETE
b
GAS VALVE
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
CPP
CORRUGATED PLASTIC PIPE
>4
IRRIGATION CONTROL. VALVE
6. - O
DIP
DUCTILE IRON PIPE
>4
POST INDICATOR VALVE
E &T
ELECTRIC & TELEPHONE
Is
ELECTRIC 'CABINET
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
FOC
FIBER OPTIC CABLE
®
ELECTRIC JUNCTION BOX OR OUTLET
GIP
GALVANIZED IRON PIPE
®
E.TRANS= ELECTRIC TRANSFORMER
0/H
OVERHEAD
#5 REBAR WITH CAP SET
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
RCP
REINFORCED CONCRETE PIPE
El
SPIKE OR NAIL SET
U/G
UNDERGROUND
POINT NOT SET
VCP
VITRIFIED CLAY PIPE
OIPF
IRON PIPE FOUND (PROPERTY CORNER)
D Y CIVI S FOR OLATION ^c
CALL 1-800-6,32-4b49 a A AIL L PENALTY OF $10,000 PER VIOLATION CAN BE AS ESSED VI
N.C. ONE -CALL CENTER
TERMS OF THE PERMIT.
IT'S THE LAW!
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
Notification of Combined Self- Monitornn= and Self - Inspection Form:
SITE AREA STABI IZ� ATiON STABILIZATION
DE=ERIPTION TIMEFRAME -n EIiA FRAME EXQEPI]ONS
PERIMETER DIKES, SWALES 7 DAYS NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3 :1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
A NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1 14 DAYS AND HOW ZONES)
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections became
effective October 1, 2010.
To simplify documentation of Self - Inspection Reports and NPDES
Self- Monitoring Reports, a combined farm is now available. The new
form was requirements � i developed to satisfy the uirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction .Activities, NCG al00oU. Beginning August 1, 2013. the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NTPDES Stortnwvater Permit for
Construction Activities. NCG 010000. The combined form should
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. snake it easier to comply } = with self-inspection requirements.
p P q
The Combined Self -Monitoring form is available as a PDF and Word
document from the Land Quality web site.
FINAL D
ht^pt portal.nedenr org- "�veb`Ir,erostan
IEW ® N you have questions or cal d access the foam please contact the Raleigh RegiorW Office ;x
P P
N
(919) 791 420 0.
NOT R FOR
N
NO. DATE BY REVISION DESCRIPTION
N .r t
'�JfitIN11 ►��
C'r) 2
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
NPDES STCRMVATER PHASE 1 I
REQUIREMENTS FOR CONSTRUCTION SITES_
REVISION DATE - NOVEMBER 3, 2008
FEDERAL N
NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - I
IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. - P
PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
APPROPRIATELY.
3. - U
USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE AND RODEN11CIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS,
4. - C
CONTROL MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE FROM THE SITE SO THAT
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. - I
INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA- APPROVED 303(d) LIST) AND WITHIN 24 HOURS OF ANY "STORM EVENT OF MORE THAN 0.5
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES.
6. - O
OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - K
KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT MAKE THESE
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
8. - M
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE 9WERAL EEIRMIT TO DI =HAB,GE, SIMMER
UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
VIOLATIONS OF THE NPDES S TO RMWATER RULES CO N STITUTE A VIOLATION OF FE DERAL CLEAN
WATER ACT AND ARE SUBJECT P 7 0 PER DAY. UNDER STATE
BJEC TO CIVIL PENALTIES OF UP TO $2 ,00 E Y ER
BEFORE YOU DIG!
LAW D
CALL 1-800-6,32-4b49 a A AIL L PENALTY OF $10,000 PER VIOLATION CAN BE AS ESSED VI
N.C. ONE -CALL CENTER
TERMS OF THE PERMIT.
IT'S THE LAW!
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
Notification of Combined Self- Monitornn= and Self - Inspection Form:
SITE AREA STABI IZ� ATiON STABILIZATION
DE=ERIPTION TIMEFRAME -n EIiA FRAME EXQEPI]ONS
PERIMETER DIKES, SWALES 7 DAYS NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3 :1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
A NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1 14 DAYS AND HOW ZONES)
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections became
effective October 1, 2010.
To simplify documentation of Self - Inspection Reports and NPDES
Self- Monitoring Reports, a combined farm is now available. The new
form was requirements � i developed to satisfy the uirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction .Activities, NCG al00oU. Beginning August 1, 2013. the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NTPDES Stortnwvater Permit for
Construction Activities. NCG 010000. The combined form should
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. snake it easier to comply } = with self-inspection requirements.
p P q
The Combined Self -Monitoring form is available as a PDF and Word
document from the Land Quality web site.
FINAL D
ht^pt portal.nedenr org- "�veb`Ir,erostan
IEW ® N you have questions or cal d access the foam please contact the Raleigh RegiorW Office ;x
P P
N
(919) 791 420 0.
NOT R FOR
N
NO. DATE BY REVISION DESCRIPTION
N .r t
'�JfitIN11 ►��
C'r) 2
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being followed.
Rules detailing the documentation of these inspections became
effective October 1, 2010.
To simplify documentation of Self - Inspection Reports and NPDES
Self- Monitoring Reports, a combined farm is now available. The new
form was requirements � i developed to satisfy the uirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction .Activities, NCG al00oU. Beginning August 1, 2013. the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NTPDES Stortnwvater Permit for
Construction Activities. NCG 010000. The combined form should
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. snake it easier to comply } = with self-inspection requirements.
p P q
The Combined Self -Monitoring form is available as a PDF and Word
document from the Land Quality web site.
FINAL D
ht^pt portal.nedenr org- "�veb`Ir,erostan
IEW ® N you have questions or cal d access the foam please contact the Raleigh RegiorW Office ;x
P P
N
(919) 791 420 0.
NOT R FOR
N
NO. DATE BY REVISION DESCRIPTION
N .r t
'�JfitIN11 ►��
C'r) 2
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
Iz
>t
li
W �-
Z
UJ
�
iz
W
W 0
�
W a
0
iz
Qco
J
U
a v W
O t°y >- B3 W W I
v Co - 5; j o
0 z ca Z 1-:
tJ.i ® t!} W
m H t:3 cn z >
Q Q W <t W 0 0
5a 0 0 0 0 t3
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
C/)
1.0
0 z
z f r%
LU
t
LLI 0
Z Z
i
SHEET
SHEET

Y
O
Oa0
U
w
Nm
w
g
a
NN
N
r
d'
0
cM
3
J
H
w
o�
a
0
0
J 0
w _ 'dilliii'
\ r 4 F
.T 2 o ti
F SHOPPING
xAS
ANTIN � �, A,,F ,
r . F CENTER
F ,
. ?
vv..A4 PUMP STATION,_--,
---- ---- - - z
S TION
N
� I M P ROV E M N -
O
V NTS
i r M
F
r W MA�NF
A l !�
W Hill
AV MA/ ,
r � F
C?N AV AST
-� 2 F
_ R
- h! BESSE CITY p _. ..
1 Npq _
r—
f
- - F O�jl I
o O
<cr W, Vt ASyI
VF
q
.� RGllyl �
NqV
CL
AV ;
F I ,
vv -
r cS� r r JE FNNSY lq AV
CV F
..
•S-,QO � i ' i
,
'
FMCH. _
p ,
- -
PUMP
I
` " ` ywANIA AVE F G 0 1
\ ATIO
F
cl
04
c
(D
o
ca
G
U 1 1 /
W
2
W
w
co
L
0
�I
U I
rn \
a
a \ '
U '
W f
0
r
a
0
w
VEM NTS
l
V _
'
/SCOU�
_ q i �-
_
Q
% BAST N t -IANq 0 M
l AVF w
Cp _� a +cV �, w _w I
Ut I
a ,
1 S /gNq > > c.
I
w cr. f E - Q zmzf..
( TpN m M to C� (l) Z
Q w <L w 0 O
f
r
_
,m
�X/. _
A
\ \ GA
N
qVE
S ON vp,
I PROVE✓
83 ® i X --------
.:
—
<v
F
,
XY>
0 O E! A AST.
Yex
- MMI
/-PUMP STATION
,
sY.
IMPROVEMENTS,
W D E S -
M RD -
MP
\ T TION
' # O EMENTS
\\ f
r \
' FINAL DRAWINLG
SHEET
E
R REVIEW P
BEFORE
DIG!
T
RE YOU DIG. ,
FOR N TR 1 I N CALL 1-800-632-4949 D � T RELEA
N.C. ONE -CALL CENTER y
ITS THE LAW. NO. DATE BY REVISION DESCRIPTION
1
_ s

Y
O
w
m
U
U
W
m
W
Q
N
O
0
N
N
3
V_
0
�I
z
w
z
U
c
CL
3
0
0
�I
G
0
U)
ca
s
a
U)
°I
N
OO
.N
G
a)
O
E
co
3
rrte^^
V/
U
W
W
W
m
L
O
U
a?
O
O
f2
U
W
r
O
LL
r
�l cr
W
PLAN
30 U 15- 30 60
90
1
i
z
V
GRAPHIC SCALE 1 INCH -=
30 FEE T
wz
EXISTING MANHOLE
TIE IN TO EXISTING MANHOLE
PROPOSED SEWER
�
BEF O R E YOU DIG!
on
PROPOSED SEWER LINE IN
CALL._ 1-800-632-4949
STA.. 10 +00.00
N.C. ONE-CALL CENTER
ITS THE LAW! t
,
Z
Ne 563541.42
-
E. 1319362.65
PROPOSED SILT
PROPOSED MH 4 IN ��
# PROPOSED 8 PVC
PROPOSED MH 5 !N
#
STA. 17 +52.95
0.<
00
,� CNI
v
PROPOSED MH 2 IN
STA. 10 +1.3.27
ssMH 2 FENCE (TYPICAL)
TOP EL. 836.4 7
STA. 14 +80. 4
2
GRAVITY SEWER
N, 563440.5$
N. 563375.79 i
I
z
U)
N: 563547.25
4 PVC IN I.E.:831.07
E: 1319829.18
LINE IN
E. 1320094.08
0
E: 1319374.57 8
VCP IN i.E.:829.22' NE PROPOSED DOGHOUSE
8 VCP IN I. E.: 829.02 SE
„ MH` 3 IN
I. 853.18'
12 RCP
,
8
VCP OUT I.E.: 828.97'
STA. 12 +76.91
PROPOSED
a I.E.: 869.22
.
�
„
4 PVC
PLUG EXISTING INVERT
•
N-0 563488.15
E. 1319631.49
Wv
TEMPORARY
DITCH LINER
�
I.E.: 873.12''
w
�
IN AFT ER ACTIVATION OF
6 VCP
(TYPICAL)
w
cc
cv
z
NEW SEWER LINE
ABANDON EXISTING
TREE LINE
-
W
WM
I.E.. 821.24
MANHOLE
I GN
SIGN _ --
2
�..�.
-� _
.- _
- _ - �
o�
- 3 U
_ 11_
$
t t
_ �
"- DL-- D �--
_
_.
TCO _ _
8 RCP TREE LINE
\ -
� _ � D� @�---
- - - -____ _ _ .-z _ -- - - - -- --- - --
- _ - - --
DL
Dt. ,-
DL .�- DL -
/
- ._DL3-- � DL mil --I
o� DI_ - -- -
- � -- WOOD POS =
�L
_ t _
T r
_ :�
- -- �= F
2
WOOD POST- ¢
r
I t
r ;
0
14+6o S H r
x,
.,
i _
11
2 0
,
4 .:
ti
Sx
j 6
I I
t - -- ---L -- -- �._.__ ___ -, -_ -_- �_ _ -�� ___. -- _ __ - �.
PVC 1 _�__� _!_ __ _ __, _ _- _ -_�- -� ___ _ s s s s -�- s s s
_ ,_��L^� s s ! - _.,__�_. w- �+v w...._�.�.._� � -_.._ fit'
_ _ -- - s s - w- w
- _ - ---s --- 1 1 _. _ - =- - I-- _ _ _.-
s -- s 1 _ w \ W \ w __ ___
t 1 E INIAN AVM _� 1 LAND` C PE i t 3
A
_
- -w
- -, w-
- -tr-w-
-- --
- - w- - - - -w- ---- --
_- w 1 IS `
4 PVC
I 1 \ I `
M B
1 7
?`
_ - 1 _ _
T _
- - - -G
- -
_
_ r i _ , T
-_-
_ B - -
-
_ - _ - T
M
T T / T T T _ --j - G
.-- S
1 / t � W l � .�- I
/ /
- - -- - _
T \
r- .r
- i _.
�; --f;- G - _ _ ----T-- G- G G --r _ . _ _ _ _ .
MB_ _ �__�_ MB
_ _ - - ~-- - �-. _
�,.. 2'� R C,�' _ i. _ � RQ o�.
,a
�t
...
;,,, cn_ ..
I t
„
x J
w
1 CHAIN LINK >
FEN CE Q
TEL
W /
I G,
.� �� i WM
Q
_ WM
C0 _ i
>
_ _ ,_._,
,. l .
i E- 8- i► 1-
_► 1 I I I rl I t 111 t t
WM w WM
CPI TEL
-t X x +
�,
.. N
--,
U Q I.E..826.63
„
U
o
U
; �; U
E-i
FH �
a
to UP
Q
�
I LP <c�
! � laf
c�
WM
I.E.: 8 .9$
< P
,�►
'
o, e
�l��rultli���t
I.E.:
819.86
� -12 RCP
BRICK WALL
„ � I.E..
10 PVC
858.53
I.E..
(NCO
,
862.40 � I.E.. 867.00
I.E.: 872.18 ■
I.E.. 824.25
I. E.. 827.30
„
�,
NEW 4 SEWER ° `
I. E,. 84U. 73
SERVICE
I. E.. 852.89
I.E.: 861.38
I.E.. 866.06 12 RCP
„ WOOD WALL
12 CPP
12
RCP
I.E.: 830.23' CONNECTION
_
CP /NL sET
I.E.. 868.74
,
I.E.. 868 °9�
SSMH 3
I.E.. 824.90
I.E.; 844.44
15" CPP
N• 563421.69
E:1319810.78
EL: 854.73
_
,
I SAL
DRAWING
TOP EL: 826.76'
..
4„ PVC IN I.E.: 818.52,
as a
8
_
ONLY
DIP IN I.E..
817.16
8
„
8
VCP OUT I.E.:
DIP
817.16
OT RELEASED
TR T N
SSM H 4
• ,
TOP EL. 825.64
-
-.
2 co
UJ
8 DIP IN 1.E.. 817.04
Z"
"
8 PVC
OUT I.E.: 816.89
W
w
NOTE.. QUANTITY AND LOCATION OF EXISTING UTILITIES AS
RE APPROXIMATE ONLY.
SHOWN A A
FIELD BY THE CONTRACTOR.
.
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN
Q
THE
NO. DATE BY
REVISION DESCRIPTION
Lu
z
PROFILE
PR � E� SEWER L1�� I
SCALE: HORIZ. 1 "_ 30'
.
._. ,
VERT 1 - 3
z
0
\879
87
}
_
84
w
Z
�,
843
858
/ " 858
cn
W Z
Z
O J
876
I
;
876
Z
84
Q
co
840_
85
855
I
V
Z
O ®
I- W `
• 00
n
3
1
873
U
83
Z ®
W C.. ®
r` ..
. !�
837
85
EXISTING
GROUND
VAS
o
Fj
,
Q,
t� 3
ca p �
!. �.' 3: llqt
,�
;..
i
1- I.L. Q
Z
t
• e
i*
n
V
i
u{
+� 0 , . �
' i ` t
W /-°
G
7
Z
-Ia
A
11
v
870
�
I
�
t
874
O Z m
Ve o z z
m- 00V)z,W
w�wO
iv
<c>
G XW1.LJ
•
X
6 WATER
83
w F= mv)
uj
83
8.49
LINES
849
_
-' -
..z
a � � ' LL
Z
r7
�,
�/
N
EXISITING.
N
`Y ,
867
GROUND
r7
81251
= r
N
•
M
®co
• r-
00
EXI STI N
831
846
/
6
'
6"
..
GROUN
WATER
L.
( 0
p -
• •_
z o
O
/'
GAS
LINE `
� +
O Q
>>
-
864
i
864
82
0
0. v3
z z
®�
.. --�''
8
8 3
843
/
i
T""
W
329.45 E
.....e
o
0
i
861
/v
i
X f
,� n ��, .
� >. ,.. x.,� �,
},
.:
z +
t
82
t
1
13.27
LF
825
840
840
CD z
t
t
8 PVC
00.98%
4-
•
18
858.
i
858
1
1
_
_-
82
i i
1
n
, ,RCP
,rp3
`L
822
837
4
837
GJ
Q
i
...
i
y►
Z
�.
1 1
I t
L.L�
p N
o
®
�.
d-
834
d-
•
,
81
1 ►
819
Lo 00
//
S W ,
„
f 1
I j
.M.'M
Q W
t ~
,
V'
••
.
.w1.
v-
® / •�
SHEET'
••
1
52
+
V r` w ..
J
852
'
--
(,j...... N J
. e e=
�O
ua Wit- • •
JZ
OrW�
a.
Q •'
Q
Z
.
------
81
0 �"'W
O
• 816
831
- ci
O
831
zz
5- in Z
i
9 +80
10 +20
14 +80 11+40
12 +00 12 +80 13 +2Q 13 +80 14 +4� 15 +0®
15 +60
1
16+20
16 +80 17 +40 18+00 18 +60 19 +20

W
Y
O
O
w
m
Q
U
U
W
00
W
M
Q
M
d'
d'
T
4
N
D
Cl)
U)
3
er
T
T
Q'.
Z
W
Z
.a
N
tt}-
N
c
tt5
LL
ri
c
_3
c�
L
m
0
c
,3
a�
ca
a
c
a�
N�
O
C
E
O
L
E
E
Q}
co
L
3'
a�
co
U
w
m
w
co
CO
w
m
U.
0
C?
0)
0
0
F-
U
W
a
�r
0
LL

w
0
2
co
0
w
m
Lo
co
C14
Lo
0
w
z
:4
0)
E
2
CL
E
co
w
m
w
cl)
w
co
LL
0
C>
!11
6:
PROPOSED w
CONSTRUCTION
1. E.: 8 46.17 PLAN DOGHOUSE MH#61 GA U
ENTRANCE CD
END PROPOSED GRAVITY wzw
PROPOSED MH#2 GA (TYPICAL) 16 PROPOSED
30 0 15 30 60 90 SEWER LINEI GA w
STA. 11+93.74 DOGHOUSE MH#5 GA z
STA. 16+11.42
N-565245.50 420.88 STA. 15+95.07
N:565
Eo- 1319563.52 N- 565405.31
GRAPHIC SCALE I INCH 30 FEET E* 131985 16
E* 1319855.19
ABANDON EXISTING MANHOLE
SSMH, 51 PROPOSED 8*' DIP
TOP EL: 845.56' SSMH 52 BEFORE YOU DIG! Z 0&
GRAVITY SEWER PROPOSED SEWER LINE GA CALL 1-800-632-4949
4" VCP IN I.E.: 839.96' TOP EL: 861.78
00
LINE GA qft N.C. ONE-CALL CENTER
8" VCP IN I.E.: 839.56' 6" VCP IN I.E.: 857-24' (NORTH) 'S THE LAW!
""� "b ::: I T* u z
8" VCP OUT I.E.: 839.52 Z:.z 6 VCP IN I.E.: 856.63' (EAST) CP/NL SET
ABANDON z:ZZ4zzzz N: 565385.94 z
ft" $ R. ALA.&
EXISTING I.E.: 844.3'2*- 6" VCP1 OUT I.E.: 856.54 A E: 1319893.72 0
EXPOSED 8" DIP C\? HARDWOOD AV&
MANHOLE EL: 861.66
t3o 0,4 00
Si?
SSMH 70 TOP OF PIPE: 837.90' 12' R ____
cp
I_c z
TOP EL: 842.92' C\Jll
V/ PROPOSED 40 L.F. OF
EXPOSED 8"' DIP co
10" VCP IN I.E.: 836.22' >;
TOP OF PIPE: 837.72' (D
10" VCP IN I.E.: 835.52' Q'l /1 16" DIA. X 0.25" THICKNESS
CRABAPPLE 15 L
Qll c CASING INSTALLED BY BORING z
10" VCP OUT I.E.: 835.37' CP/NL SET CONCRETE STORM VAULT AND JACKING
N: 565105.40
I.E.: 842.78' 12" CMP IN I.E.: 85T95'
E: 1319443-20
CREPEMYRTLE 20 CONSTRUC11ON
EL: 842.06 12" RCP OUT 1. E.: 8 5 7.7 8'
CONCRETE
ENTRANCE z
-�j (TYPICAL)
CONCRETE STORM VAULT
CP/NL SET N APPROXIMA
1. E.: 8 3 3.7 7' 0 18" CPp N: 565199.12 12$' CMP I.E.: 856.21'
I.E.: 840.28' 1. E.: 8 4.2. 9 0' E: 1319613.37 BORE PIT
HARDWOOD 10:':"
CP/NL SET EL: 846.47 /LOCATION
N: 565113.68 24" VCP
E: 1319402.65 PROPOSED /8" PVC
I.E.: 840.5?'
IEL: 841.80
GRAVIT� SEWER
Q) z
-�'/ "I
PROPOSED DOGHOUSE PROPOSED SILT LINE GA
lb Z,
MH#1 GA FENCE (TYPICAL)
000- _� 1 /1 -PROPOSED MH#4GA
-4- Y-1 BEGIN PROPOSED GRAVITY
STA. 14+82.96
u SEWER LINE GA
I . N* 565295.68
ON�' i
4- STA. 10+00-00 do
PROPOSER MH#3 G� 1319831.74
Y,
12" CPp E
C'j/ N: 565058.21
Q-_/ --I --- I_ /J- 1jTA. 13+12.89 C14 Z;
I.E.: 841.98' c
E: 1319513.97
loe
......... -N- 565219.35 0000"
12" CPP c
U P
E* 131909.77
I.E.: 841.48'
12 v 5 10" vcp Wv IGN TBM BOLT SSMH 74 CP/NLSET
11 30" PERMANENT
S EL: 852.13 010000/ '�bkc 1#00 :565236.75
TOP EL: 849. E,�,StM E N T E: 1319843.85
2" Vcp 06' 0000060 N
vap 40
10" P VC I N 1. E.: 845.06'
EL: 863.97
SSMH 72 MB/
10" DIP IN I.E.: 844.96'
7v
-zz ---s-_
TOP EL: 842.18' co 10" DIP OUT I.E.: 84L4.96
­IS
12" VCP IN I.E.: 833.68' 10 0000,
O/P
CP/0L SET
I.E.: 83
0
-L--D � �S� �(; h .65244.09
12" VCP OUT I.E.: 833.18 (V� $ K C,
1.74' L"_j__ K I LLJ
G GIA AV I :-- 319778,
Sn I
6
0 WM_ - -
I.E.: 842.47' �L: 860.09
SSMH 71 FINAL DRAWING z
TOP EL: 843.76' vCP 400000
PLUG EXISTING 8
12" VCP IN I.E.: 835.96'
INVERT IN AFTER SEWER -FOR REVIEW PURPOSES ONLY
VCP
10 IN I.E.: 834.76'
IS ACTIVATED
12" VCP OUT I.E.: 834.66' I.E.: 845.63'
SSMH 50
Q) q T RELEASED FOR CONSTRUCTION
TOP EL: 844.32'
10" VCP IN I.E.: 839.98'
SSMH 73
8" VCP IN 1. E.: 837.66
TOP EL: 842.52' z
10" VCP OUT I.E.: 837.57' IPS GPS STATIC
12" VCP IN I.E.: 837.20' N: 565043.18
SSMH
12" VCP OUT I.E.: 836.87$ E: 1319497.42
z
TOP EL: 845.45' IEL: 847.25 1
12" VCP OUT 1. E.: 8 3 9.2 0'
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
12" VCP IN I.E.: 839.40'
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
1 NO. DATE By REVISION DESCRIPTION
PROFILE ui
SCALE: HORIZ. 1 30'
PROPOSED SEWERL LINE GA
VERT. 1=3
858 V)
858
�87gx 867
Lo
Z
C4 (D
U)
co
855 0 CL (n 00
UJ 4cc
0 +Li I=
(n 0
8 864
Q_
0 O<w c_
w Z >: >:
(wr z 11 _;� i 0) 0
z z 0 It
Ir- V_
RXISTING Cc w w
852 >
IJROUND w w
w Q
861 861
0 w
0 z in z
z fj 0 C) 0 z
co !� co C3 V) z Lu W
w
0 ui 0 Z
a Q a 0
849 EXISTING--\ /6" WATER
0 FR\ i'd \4 LINE
858 858
j
it oo7,,*
846
1 o" vcp
SEWIR
8'$ VCP 85 2.1 855
/-6" WATER )IP 0 0.60% ''7
119.15 LF 8 UL
16.36 LF
I IA 00.5-6% 0 V�
kr---4" GAS 193.7 LF 8" DIP 8 S$ P ivc-j
843 �4�
LI N E, 7717171 7= ///7 02.45%
LLL LILL 146-15 LF 852 852 1 C)
c)
p UPOSED u L.F. OF�
8" PVC- w w 0
16" DIA X 0.25 ICKNESS +
05.39% w z z C:)
CA ING 1 STA-LLED EY BORI
840
840 941' \/rp AND JACKING
849 849
CL
z
837
837 0-
a.
846 846
ui
cn < <
A. ft
0 0
r 04 W)
o" 834
p., 0) - Z*
834 (D -d- 0) Id- 1* Lo r-� 10 wco K) 10
(X co 00 cq
ou 4 t . oon
It n * 00 (D Iw*' 30
w oc)
0 C4 't 8Q o Lo 843
0>:00.4 00)"00.. W+ SHEET
uj Uj 4- w + In-_ w
* *:D Zn 4 w 03 Lo
0 LLJ (n K) _j _j ** ** D
cn _j 0 V-wz Z
ZO 0 V_ 0 wz 5
00 ujz 0 0 AJZ- 14..j
n
CL
OL * 831 5
831 o:4 0 Ici 0- >: >: w < >: w 0 >:
m -w. X�_ - I­_ 0 z
u W�_Qzz 0- V) Zz a. in zz Z_ 6- in I--
a- m a v)cn m
13+80 14+40 14+70 15+00 15+60 16+20
N
0 u
94J90 10+20 10+80 11+40 12+00 12+60 13+20 16 50 1

Y
00
w
C13
v
w
m
co
0
Q
pia
W
l _J
w
w
w
c
V
w
in
L
0
0
0
U
w
0
a
v
0
i
PLAN
a
4
` 30 0 15 30 60 90
E
w
V
.
GRAPHIC SCALE 1 INCH 30 FEET
I
e
RR � ' E D SEWER LI � � ALLE Y
BEFORE YO U DIG.
c
C A LL 1-800-632-4949
N
. C. ONE-CALL CENTER
I-[" S THE LAW.
Ofd
z +....
9
CONTRACTOR SH ALL
v
REPLACE ... AN DAMAGED
Y AM
-
PROPOSED
GRAVITY
8 PVC
SEWER
SEC11ON OF
3
PROPOSED MH 2 ALLEY ssMH 1 FENCING WITH
P #-._
PROPOSED MH #3 ALLEY
I
,
c�
�
LINE
ALLEY F
TOP EL: 904,94 GREATER TO OR
STA. 12+ 31.88
• 8 VCP IN I.E., 895.94 EQUAL MATERIALS.
N° 565995.24 ,:
END PROPOSED GRAVITY
SEWER LINE ALLEY
cP //NL sE T
1. E.: 898.43
N. NL SET
4 PVC IN I.E.: 900.44
1 1 46.89 (TYPICAL)
E. 13 $ 4 PVC IN I.E.: 901.11
STA. 14 +63.1?
N 566084.92
E.1317762.14
'
'
N: 565943.73
E: 1318294.27
8" VCP OUT I.E.: 895.84
N :566056.21
EL. 890.99
W a
I
cn
EL: 899.99
�_..
E. .131 ?923.78
i
ca
�-�,
w
o
m �,
�,
F
_„
PROPOSED
DOGHOUSE
loo
r
`
In
-v
r
� v
r
BOLLARD .�,
BOL
_
rD--
_ ASPHALT --� LINK FE
,�
> WALNUT 12
<
m IN F
GHAIN.
'` LP`
j
{{
'
o
br
will
tilt lfil �,,,
L RD - - _ IN _
HA ,-
MH 1 ALLEY PLANTER SIGN - -__ ---�- t , �!__ _ -- ----� SIG
..� - _ -- -� -- -- -' I
_0
BEGIN
PROPOSED
GRAVITY I
I
-
`-
- - - - - - - -
�
_ -
- �--
12 00 I
13 00 14 0 1
.17
,1��
SEWER LINE .ALLEY I
I
SIGN Q, ��
��
�1+�oo
s
_�.
� - _ � ..�. _..: - -
�5.��STA.
10 +00.0o I
� ,S
� -� ,��� S
�
y
sI GN
.. N
•
N. 565939.89 I
.. % si GN
ALLE Y 8 VCP
_
\
�
_
w
- Q N a
cry
E. 1318372.07.
�J
LP W
CO
Q�, +
LP ^
n
ASPHALT o - UP I
/ UP CHAIN; LINK ENCE
D to
v
cv
.. ..
� v-
,r v
to
-- BUILDING
O P
<
0 x m I
n C
m oo >
< _
r D `
_
SSMH 14
o
�►
V
m {.-
I.E. 902.34 �-
0 I
(n r I
1 <
r
--a
n
r-
fx, iii
rtt t�ttt
»
8 VCP
TOP EL: 897.50
i
•
IN I.E.. 893.20
D CB
r
TOP. EL.
�
897.00
I.E.: 902,87
n m I
' ( f
m 6
� 1
CPP
,.�
�
8
VCP OUT I.E., 893.10
I.E.: 895.34
I.E..
NEW 4 SEWER SET
CP NL
//
902.76
�
,�
3 PVC
I.E....904.76
SERVICE CONNECTION N: 566046.99
E:1318006.54
FINAL
� - �V�
RA
(TYPICAL) EL: 905.03
3 PVC
x
l.E.. 903.67
ABANDON EXISTING
MANHOLE
FOR V
REIEW
PURPOSES
T RELEASED
F R NTU T
--
LLJ
..
Lu
0
z
NOTE. QUANTITY AND LOCATION
OF EXISTING UTILITIES AS SHOWN: ARE APPROXIMATE ONLY.
S TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
Q >
>`
NO.
DATE
BY
REVISION DESCRIPTION
ARE
EXACT. QUANTITIES AND LOCATION R
w
PROFILE
w�
.,
D
SCALE: HORIZ. 1 "= 30+
VERT. 1 3
0
PROPOSED SEWER LICE ALLEY.
V
912
LL
912
octw o
o N � w Ill
N
.. ,°W ,: It m w a
c Z
0o p� d-'
m�I'
%.
co cn W W
<
0 0 Jz
909
V_ 0) 00
w 909
; Q O "�
NJ
iWZO
W d°
_
F- Q�
= W Q
906
a... z z
own CO 906
•,%
co
}"
0 0_ x v - 0
UL +
J
GRO ND
..
,
w.
903
Q
w ®
Z w H
CL w v) cn ? 903
T
J 0
a rn �`?-
O
GAS-
O � �
-
c
o w
�i.� �
_
z • Op
� + �
''�
4
�
ire �/ �,� /fir.
900
0 0
z
►� 900
,mss`
0 z
0
W0
Q�
WI-O
�''""
�
GAS
LINE
� vmm
-fir
[1_ 0
to to F- Z
AS
0
897
89?
f
Q.
-
2 .2 9 LIB
12
231. 8 8 L 8
D IP -C U. ouzo
894
' I RCP
894
i
E
I
SHEET
8 91
i
I 891
9 60
10 +20
10 +80
11 12 +00
+40
_12 +60
13 +20 13 +80 14 +40 1540:0:1

W
Y
O
O
DC
m
Q
U
U
W
CD
W
Q
tp
T
V-
r
r
0
tV
O
M
LO
V-
04
11?
O�
U-
W
U
U)
W
Z
J
N
: Q}
N
C
N
n.
0)
C
0
co
0
CO)
rn
C
.3
c�
L
CL
5

W
Y
O
0
m
U
U
w
m
w
Q
N
O
r
r
O
N
O
C*)
tf)
3
r
0
0
LL
w
0
U
c
0
04
9
E
0
a
L
4)
U)
w
w
cn
w
m
U-
0
U
0)
V_
0
v
w
CL
- a
i-
c� e
PL AN
zw
30 0 15 30 60 90 �+
Fmw4 Z
4 44
U
...,
...
GRAPHIC SCALE E 1 INCH = 34 FEET
,AL,
�r
,
BEFORE YOU DIG! LINE 13 TH
CAL 1-800-632-4949
.O00 N . C. ONE CALL CENTER 0.4 Cs
ITS THE LAW! uz ....
PROPOSED DOGHOUSE a
�, - SSMH 10
.� EXISTING 8
MH 4 13TH
P L. 888.62
ABANDON TO E
B NDON EXISTING 0.<
STA. 12 +94.90
GRAVITY SEWER
MANHOLE
8 VCP IN I.E.. 880.77
IN ALA LA (SEE SHEET N. 565828.05 67
PLUG EXISTING
8 VCP OUT I.E.. 880. z
1 64
.
:INVERT IN
E. 1.3 76 .77 C-107)
_ o 5 ,/-PROPOSED 3 L.F. OF k _ 1 � PROPOSED 8 PVC PROPOSED MH 2 13TH PROPOSED MH 3 13TH � c�
# 16 DIA. X
Q 25 THICKNESS
M W
STA. 10 +08.00 STA. 11 +89.06
GRAVITY SEWER
..CASING INSTALLED BY BORING
N. 565550.82 N. 565725.36
LINE 13TH
AND JACKING
E+ 1317590.99 E. 1317639.15
W
..TREE LINE
TREE LINE
LINE ABANDON EXIT w
TREE UP , SING
, H
_ - MANHOLE w
SSM H 11
- - - - - - - - - -
- - _ --
. 0
.Si
84,1 2 0 ,,
TOP EL 8 3 t 14 --
8 VCP .0 8 VCF
. .. 878.53 13TH _ - _ � s
_ S S
8 VCP I N E � I i 1 � ...._ ._._ s
8 VCP ST. -, Q
S S S S
8 VCP OUT I.E.: 878..48 �
p i
_ _� __ _� - -- WV
1
1� �S13�A..1�EL � � CURB INLET
_ 12 R _ V
-r
� I .� SIGN �t
TOP EL. 886.89
a� �r
I y,
� I I
I L
U P WM
�. 3X1 CULVERT
FH
m I +"►l / CP N L SET -
1 cv
TIE INTO EXISTING I � Ws� . / �► M
SSMH 9 N. 565938.58
sl�NS I.� . 2_ PROPOSED DOGHOUSE
TEL I . E.: 885.33 SE _ v
E. 1317717.66 ..
MANHOLE TOP EL. 885.65
I PED MH 6 13TH
EL. 889.01 o
.. d
STA. 10 +00.00 8 VCP IN I.E.. 879,80
0 l : END PROPOSED GRAVITY .� a
t-h . i �..
N. 565548.69 8- VCP IN I.E.. 881.90 I
I
BUILDING SEWER LINE 13TH
8 VCP OUT I.E.. 879.75 �}
E. 131759$.70 I � � ! i �
� r -� STA. 14 +28.49
Ln< N. 565954.74
n
CP /NL SET a
N: 565721.01 j
E, 1317704.88
i �
E.131765 4.1 9
� PROPOSED- MH 5 13TH
EL. 885.68
8
PROPOSED PVC
STA. 13+65.83
C� I
.....
1
GRAVITY SEWER
N. 565896.87
LINE GA SEE SHEET
E, 1317681.93 FINAL DRAWING
C- 1 05
�FOR REVIEW.. PURPOS,ES,ONLY {,
NOT R FOR CONSTRUCTIONJ
UJ
Z
cj) w
0
U) LIJ
z
I UTILITIES
NOTE. QUANTLTY AND LOCATION OF EXISTING AS SHOWN ARE APPROXIMATE ONLY.
VERIFIED - IN THE FIELD BY THE CONTRACTOR.
EXACT QUANTITIES AND LOCATIONS ARE TO BE !E
Q
NO. BY DATE T REVISION DESCRIPTION ui 0
PROFILE
w CL D
- _ 0
.SCALE.... HORIZ. 1 30
VERT. lot= 3
_ 0
PROPOSED SEWER LINE 13TH
894
894
Li
Z
Q
891
Q
891
Z®
•
W
r�
L0r°•000
w
000
EXISTING
$88
W Q Z
® • �
888
"J®
OLL
w ,•
Zzw_..
J
� Z
W w W
_
F- O
T
ill V)
V) 1-- Z
--- ------
1885
885
} i
t
701.93
WATER
F
s�
8 DIP
882
+ i
,,
8 P'
LINE
-
01.40
0
1882
105.84
F 8» Pvc
0.40
00.4%
/
77 777
--
'
.
PROPOSED
35 L.F. 0
879
;
879
CASING
INSTALLED
I MOW
BY BORIN
8.00 LF
AND
JACKIN
8" PVC
Q
J
8761
0 1.25'
w
w
Q
876
N 00
e-
to
z
J
u
0
_
w
Z
00
.-
CC3
0 00 `�+
• 00
-
00
V) O 00
a
W V
-
�i , iy. {IV
• /4ri
v •
873
0
� 00
OC) Q
�„(�
0 w `p'
873
w + w
En 0
w +fy
W 00
w �
o� w
I
•
0�-w
O
o. --wzZ
0
1 -WZ Z
0.---U
0 0O
.c� W_
5Q�
R
®Q�
®
Q0- a
R
p,c CL
OC7
Q t3.
•
zz
LL V)
'
LL V) H
Z z z
- C1.:
V) ?
0- V) H
Z LL. a
m W w to M
9 +60 10 +20 10+80 11 +40 12 +00 12 +64 13 +20 13 +80 14 +49 +50

w
Y
0
0
w
co
Q
U
U
w
m
w.
Q
n
0
N
O
M
to
3
r
N
Q
LLI
W
0
U
0
N�
O
CamC.
G
_E
//n^^
V�
3
t'�1^^i
V,
U
W
W
co
W
ca
LL
0
0
0
U
W
O
a
0
If-" I A`
1M _
I
GRAPHIC SCALE 1 INCH 30 FEET
f
y i
f
f
PROPOSED
SEWER LINE ALA
BEFORE RE YOU DIG! Z
i
PROPOSED
«3
� SSMH 12 CALL 1 -�-• 80E� -- F 32- 4949 �'
DOGHOUSE
N.C. ONE CALL CENTER
� _ TOP EL: 909.90
f MH 4 13TH W' «�
�. �, ) ITS THE. LA
6 PVC ' IN I.E.. 904.20
f BEGIN PROPOSED GRAVITY Ss H 8 x
. y 12 VCP OUT I.E.: 903..80
f 1 SSMH 7 T L: 892`.42
o� SEWER LINE ALA oP E ,
j a TOP EL. 886.71 �
, � STA.. 10 +00.00
6 VCP IN I.E.: 889.57
< t�
4 CI P IN I . E.: 883.76
f n 6 VCP OUT I.E.: 889.52
N ♦ 56 5914.30 � ,
6 VCP I N I.E.. 883, 21 a
j � IPS GPS STATIC .
E. 1317693.78
6 VCP OUT I.E.. 883.16 N: 566098.02
c
r
GRAVITY SEWER E.1316963.68
I �`
'.,
f
n LINE ALA EL: 910.96 9
SSMH 6
N �
cA, TOP EL. 886.67
6 VCP IN I.E.: 882.92
-i \ \
f
6 VCP I N 1. E.: 881.82 / f''"'
'o w W
8 VCP OUT I.E.: 881.67 1 + �? I 1
f \ 1► 3 17 OD
1 1 o / p i*-!
1 16 00 12 V H
i t I WOOD POST
,, p
5 0
k � oc _ "7
, _ 14 S � AAA AVE A.VE IDEWALK W. A.�AB .
p � 0 , 13 00 � � � 6 P � � �
1 12 ® \ I - SIGNS
6 VCP
t 1. cv
� 1 � 1 W
S
6 VCP �
SIDEWALK
r, -P SIDEWALK UP
SIDEWALK SIDEWALK X11
0.1 iV CONCRETE
CONCRETE � ````�,��,� :
\ -� EXISTING MANHOLE TO ,. X� .
G 4'
C\
BE REHABILITATED
., 4 4 N a
STA. 18+20.95 �. . ..
c,, N
s
EXISTING MANHOLE TO
EXISTING MANHOLE TO CURB INLET E N. 566102.57 to
TOP EL. 884.48 BE REHABILITATED E. 1316954.36
BE REHABILITATED
STA. 11 +11.47
15 CPP OUT E.E.. 882.28 STA, 14 +91.39
N ♦ 566027.83
N 565937.65
E,
E. 1317644.39 SDMH 4 1317275.33
TOP EL: 883.62
15 CPP IN I.E.. 881.12
CP /NL SET 32 CMP OUT I.E.: 875.42
N: 565939.01
C- 1317671 15
EL' 887"87' EXISTING MANHOLE TO -'
BE REHABILITATED
STA. 13 +79.16
N: 566001.23
E; 1317384.36
W
� W
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. � W
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. W O
NO. DATE BY REVISION DESCRIPTION
PROFILE W a.
SCALE: HORIZ. 1 "= 30' �
VERT. 1 "= 3'
PROPOSED SEWER LINE ALA
•
•
t
•
903
903,
912
912
V
r
Q
m
i
"
r
0
04
w
w
0
.CL
m
La
9
w
w
Z
co
•
<0
z
s e
0
a
S2
V)
felrw fI
i •z
0
Q
W
.'ci
1w
Y
_j
- saocaQ0J
900
900
I
909
909
ZEr,
897
897
z
-
906
\r _ 906
M
\Y
EXISTING--\
K{
J ®� �•
C�
0
_
c0
re pp 00 s�-+�
_
Q
ct)
00 N M
GROUND
894
0
00
Q
oo
<C
o0
M
® -• I
Z O •
a ao
w.
..
M
e- ♦ mil/.
> �
m
�" f='
° 9 3
, , 903
/�
11
/'� ♦
Q Ldp
• e
_
.,.�,.
• •
Q ++r. -
a s
+,,.
■. o •
a s
/ :.'. ". -
ter.
0
891 0-2
cn to E- z
z
ua-
W aicn
F- o
w m
F
900
3c < i
900
888
.c! 3
'.Sav
888
�r >
f
897
F
x N
w ,;yam
w
t 897
GROUND
s . ,
;r
c.�
"asx <Ya/
A{
'.c
io 13E
13URSTED
TO
E
®
Z
X
••
II
8 PV
NTH LINER
I
4
.
W
*0t-
LINE
85
z,
x
s
TO B
BURSTED
TO ,�
894
_
I
; 894
F.S .
A»
5
' a
1
VCP
Oo8 Ia
s., x
MFRS ME
, r '..�^
2
'^ .» "6a' R. : !:''i: �` .>'
.... ""
,','T �Yy F yFi 'L.'iu..< >,
/6'
§x
�^
;:
m �.
882
,v
g
i
_..__..__.
.r
.:
,
.. ., , ..:.
.. .' '. :... »fir''„
». .�..<
. s,
.
c
,
O
891.
,
891
M,
o BE BUR
TED To
x
:
s
L.,
t
CM a'
P1
>" PVC WITH
LINER
w
$79
O BE LINE
J©
o
,
• r. 879
O 00
- _ ?!_C ; • __
_ Q► N
s
„� - • 0� �1-
o►
Z #-- M
• 00
L
`r J
0) oc)
00
888
. d 888
LAJ .,
0< "f'
rnTT
-00
=
. ♦
Z v,
876
Z
W
z O
876
_._
�
Li W_
• 0
� ti"' a
W
X 1-
�'
z z
X W C'_Z Z
w m u) h-- .,
Wm n
;
9
90 10 +20 10 +80 11+40 12 +00 12 +60 13 +20 15 +00 15 +60 16 +2Q 16+ 13 +80 14 +40 80 17 +40 18 +04 18
50
•
•
t
•
V
r
Q
m
"
r
0
04
w
w
0
.CL
m
La
9
w
w
Z
co
•
<0
z
s e
0
a
S2
V)
felrw fI
i •z
0
Q
W
.'ci
1w
Y
_j
- saocaQ0J

w
w_
Y
0
2
m
a
U
U
uj
fn
0
r
0
N
a
ch
Lo
�r
t-
N
tcy
QI
w
z
c
a.
rn
c
0
o
0
c
•3
ME
D
a
ca
a
c
.y
4)
0
NI
0
c
Q
E
N
O
a
E
E
N
N
A
L
Qi
3
CJ
w
2
w
c
w
m
LL
0
U
rn
0
P
0
''Tn^
VJ
U
w
0
�c
a.
u:
SDMH 38 -
TOP EL: 884.30'
PLAN
24 RC P IN I.E.: 879.72
24 CPP IN I.E.: 878.82 , -
30 0 15 30 60 90
IPS P STA PROPOSED 8 PVC G S T T C
N. 566898.42
FGRAVITY SEWER E.1317903.06
EL: 885.91
GRAPHIC SCALE I INCH 30 FEET
LINE WA (EAST)
SEE SHEET C-109 SSMH 36 -
TOP EL. 884.22
PROPOSED MH 2 WA (WEST)
PROPOSED SEWER LINE
WA VVE T
BEFORE YOU. DIG!
STA. 11 +94.19 CALL 1-- 800- 632 -- 4949
8 PVC IN I. E 8 7 8.2 6
N.C. ONE --CALL CENTER
�,
N. 56973.38
8 PVC OUT I.E.. 878.00 (WEST) ITS THE LAW.
PROPOSED MH 4 WA E. 1317734.82 #
END PROPOSED GRAVITY
PROPOSED DOGHOUSE y
x
MH #1 WA (WEST)
PROPOSED 8 SEWER LINE WA PVC (WEST)
BEGIN PROPOSED GRAVITY
GRAVITY SEWER
STA. 15 +30..3.3
PROPOSED MH 3 WA (WES T •
LINE WA (WEST) ) N. 567455.22
SEWER LINE WA (WEST)
STA. 13 +78.58 E 1317408.80
S TA. 10 +00.00 CP /N� SET
5fi018.26N: 6995.80 N. 7
N. 566926.11 HARDWOOD 15 E: 1317573.50 E: 1317555.98 Cg
E: 1317923.17 EL: 894.90 n cn
p TOP EL: 908.71'
HARDWOOD 15" z ° cu
r PLUG EXISTING INVERT - n 24 RCP I.E.: 905.21
{ {`I00 IN AFTER PROPOSED �, o c' cn m m o ara D
(�'' D :, --I b o cn
SEWER IS ACTIVATED o < _ CHERRY 8„ OAK 35 I 1 _ - --
D D t"rt - ;_ - I WM
n+ CONCRETE r-- r-- WM ,-
I{ C OAK 35 -�__ _---------
- -- -
- ` - --- - - - - -- - - - - -- -- �s= - - - -
- -- - -- -- -- -- __ _ = -- r-
--- ---- = -- _� = -- - --- -__ - -- - -_ -- -- _ -__- -� ---- - - - -�_
-C OF _ _
t I -o - -- - -_ -_ -_ -_ I I1 SIGN / r Wi M WV
RCP C9 - - - - - - - -- - - --
I �4 - -__ -__ - -_ _ __ _�_= __ -__ -_ -_ � 'RCP UP
��___ - - - - - - -- - __- - - -__- - - - i
-- - - -- - - -- - -� - - - - - -- _= �. - - - - -_ -__ Wm Wm
,� - 17------ - - - - -- - _ WM 2
7 - - - -- --- -_ -__-
-- - - - - - -- { SIGN
�"
DNCRETE__n ABANDON EXISTING
rr CP STEPS --- \ + .33
U P SIGN --- 1 15 / {
-n J4�00
IT
C r 13 MANHOLE
0. 1 11 +0o E. WAS IN TON AVE o0 s l \ - - -�--
i I 10 <. �-- �.� -n 1 I
► 1 0 \ _. ---- I i 8 VCP I R {
Ir { C
.8 Pv
- -' ^--
-- --_ -- -- - �----- - _ ' _-
/ I
o
/
-
I { OAK oo � §GN SIGN S1 GN -0 m7 o 0 SIGN n_ WI M(2) Q FH r
cn
�
o WM 0 = i W
CP //NL SET WM (3 ) m m n z z � c rn PK NL SET N: 566951.61 0 0 0 c rn rr 70 , N . 567090.29 E,1317917.33 m m � rn x 4 E:1317335.92
EL. 884.58 � cn --I -a ,, EL: 908.49
+- ,, m cn STUMP 14
1 „ 7 HARDWOOD 10 DBL PEAR 13 HARDWOOD 12
6 CPP I ,�
-1 - -- 3 ----- MAPLE _ __ MAPLE 13 MAPLE 16 DBL PEAR 10
- - - - -- HARDWOOD 10
► ►
SSMH 35 HARD WOOD 8
- - -- -- -- - -, kanot c Win"
1 i iN TOP EL: b4..5b
{ 8„ PVC IN I.E.: 879.59 SSMH 40
{ 8„ PVC IN I.E.:L 879.39 TOP EL: 913.92'
I
8" PVC IN I.E.: 877.41' SSMH 39 8 VCP IN I.E.: 907.47'
{ $„ PVC OUT I.E.: 877.37' TOP EL: 904.11' 8" VCP IN I.E.: 907.02'
i { 4 VCP IN I.E.: 900.08' '
CB S VCP OUT I.E.: 906.78
j 8" VCP OUT I.E.: 897.76'
TOP EL: 883.18
{ 6 "CPP OUT I.E.: 379.98'
i
P
=�
C5 tt7
��
Lai
w
< I
-j I
0
i
i
Q
cn
SDMH 33
c n l
TOP EL:
883.85'
e-
O
�
1
10° CPP
IN I.E.: 879.15'
W
cm
c"#
��---
18" RCP
IN I.E.: 878.95'.
! J
X
5
'
36° CPP
OUT I.E.: 878.65'
j:
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS
SHOWN ARE APPROXIMATE ONLY.
(jj
Q
0
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN
THE FIELD BY THE CONTRACTOR.
O
Q
w
Q
NO. DATE BY REVISION DESCRIPTION
O
JZ
PROFILE
SCALE: HORIZ.1 " =30'
VERT. 1 "= 3'
PROPOSED
SEWER LINE WA (WEST).,
P
=�
C5 tt7
��
Lai
w
< I
-j I
0
i
i
Q
cn
e-
O
Q
N
m
Q
9
�
}�
W
cm
c"#
��---
>
m
W
! J
X
5
'
.
j:
Z
(jj
Q
0
in
z U)
O
Q
w
Q
W
O
JZ
13

w
s
m
Y
O
0
m
v
U
W
m
0
r
0
N
O
M
Lo
d'
r
r
N
ul)
0
1
2
0
0)
W
Z
J
N
c
t�
a.
a)
c_
D
tc3
cc
O
�1
rn
c
co
L
0
ca
a
c
rn
'N
N
c)
N1
0
c
W
E
I
0
Q,.
E
E
to
Q)
vJ
1
U
tr
W
m
W
W
m
u-
0
U
o)
0
0
h-
U
W
O;
a
a
0
ii
�1 I {{
V
-11- V
U l i F�
1
r�
8
V
L
1
AVE _
s
�T�
— s
E — �. WM
s
_ — s _
-U
00 — 4
— — UP
i _. _ _-_ - — - ,
{ —
r
S-- n
'STEPS
c
'I
�.- :� — L NDSCA � ;--
I
UP
( ,ol
-- CID N
L
1
_ M
1
--
_ a
VE
n O
R
L
G _
WM
I
I
J
36
BEGIN PROPOSED GRAVITY
E .1317963.55
WM WM �..
J
O
Q
� {
1
P
L. 67
E 884.
-
0
{{
{ U
� {
I SIDEWAI
C B
K I
z w
�. o
cn
CB
w
o
Q
00
TOP EL. 883.85
4 _ cn �
- O
TOP EL. 890.80
c�
{{
{ { r
.
36 RCP IN I.E.. 76.69
8
TOP EL: 884.22'
.12 CMP IN I.E.. 887.55
N: 566926.11
Jf
36 CPP IN I.E.. 876.46
. ,
; - 8
12 CMP OUT I E. .887 2
SSMH 200
z
18° RCP W I.E.: 880.33
24" CPP IN I.E.: 878.46'
TO L: 1.54 .
P E 89
E; 1317923.17
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS
P
PROPOSED DOGHOUSE
6 VCP IN I.E.: 886.14
MH 1 WA WEST
W
-
8 VCP IN I.E.: 884.94
�
BEGIN PROPOSED GRAVITY
s" VCP OUT I.E.: 884.74'
W
SEWER LINE WA (EAST)
�
W
CB
STA. 10 +00.00
w
O
TOP EL: 884.22'
N: 566926.11
z
18° RCP W I.E.: 880.33
24" CPP IN I.E.: 878.46'
E; 1317923.17
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS
SHOWN ARE APPROXIMATE ONLY.
�
W
36" RCP OUT I.E.: 87c8.21'
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN
THE FIELD BY THE CONTRACTOR.
NO.
DATE
BY
REVISION DESCRIPTION
�-
Liu
Z
PROFILE
cWi)
2
p
"=
U
SCALE: HORIZ. 1 30'
VERT. 1 "= 3'
Z
PROPOSED
SEWER LINE WA (EAST)
Q

2
_ r
X"
w
Y
O
m
U
U
W
in
a
0
N
O
M
Lo
rn
3
�r
Lo
of
V
w
z
cts
CL
C
0
oCAI
C
n
N
a.
O
Nt
OO
.;n
C
N
0
E
3
as
U
W
2
w
cn
w
co
LL
r0
t�-
v
O
Q
v�
U
w
a_
cs
B= RE _YO U �
I G. - U L C V V K L I V t IVIU MA H OLE
acs
"
CALL--
1 8UQ y 632 49 49 en u 00
N.0 ONE CALL CENTS R
aG
.s
PLUG EXISTING INVERT IN
ABANDON EXISEXISTING IT S THE LA YY.
A F TER PROPOSED SEWER MANHO
LE AND EXTEN D
ABANDON EXISTING
IS A TI V ATE® 8 VCP TO
PROP(3SE0
/
MANHOLE, �,
SS M H 2
MH 3
MQ
� r-�
CQNNEC7 EXISTING
TOP EL. 907.33 z
SSM H 27 �+
SEWER SERVICE TO » a
HANDMADE ROCK
TOP EL. 892.46
8 VCP IN I.E.. 9
03.73
/ PROPOSED 8 PVC
PROPOSED MANHOLE f,
Q,
4 VCP IN I.E.. 904.$3
ARCH CULVERT /C, f.� 8 VCP IN I.E.. 887.71 x
SIDEWALK GRA1/ITY SEWER
a � � » � a as . a � 1 {�
/ y 8 VCP OUT I.E.: 903.68 5!
TOP INSIDE EL. 875.13 4 VCP' IN [.E.. 888.7E
HANDMADE ROCK o LINE MD
a � � m as � f ��
• / 8 VCP 'OUT I.E.. 887.66
ARCH CULVERT l.E.. 870.16 TBM BOLT -
EL.888.77 PROP ®SED MH 1 MD
INACCESSIBLE INVERT END TO .END IS .FLAT � CB 1
o
TOP EL: 889.07 STA. 18 +65.53 W
» .b o
a� a n V3
1 2 Q TI P F -- � �,. ,.�
x(.567181.62 /
15 RCP I.E., 885.36 o N. 567416.88 '' W
COM M H -e i ---
E.1318321.03 c'j E. 317550.00 rn ■
. / Ti CREPEM YR TLE 12 M _ �i
EL. 874.82 L. 877.99 � � � ■
f TOPE W
I.E.. 875.38 D F DOGWOOD 5 r-
,,- M Q cn
I < tD
�� l
o M PI 15 -�- -� �.�_
-- -- J - M
WOOD POST _ _- l .,._.. _._. ._._ ,- WV ....... ._., � - _.._ - _..._. � _..... _ _._- .�.� M M
1 ! 2 0 TI PF _ -o _._. �- - - - - _ M M M 4t
- --t G ra-- ---- -- M - - --- -M -� M M - N n
--f WV � �/' - n ca
- -__- M ._
M <>T�I' M n - S --- WV/ __ �� _ s -__ .�� M
1 r _.._� � y�� M -EIOA
�M - I _ _4_ M
18 O{ 19 00
5 00
#1
-- -- o
VAULT » I i -- •
S I L 4' •.
! J YARD INL T ---s 3 0 JJC) ► I i c�..
r 1
1 �1 ! ! ► - ' Q S �
.. �
- } �- - � VC P WM --
tj+oo I 1
s - - D � o r � ' o
0 n o a ; WM A PING n - - - - - -_ STEP I RC +
-7 z n Z 0 WM DOGWOOD 6 2 n S1 GN
VINYL N C O n n 36 RCP
o U P COM MH U P D GWOOD 8 TOP EL. 887.42 n WM o
h o
dd� �1
11�i1N c�1v w
e
� c
,
_
ail
['
I 15 VCP
o
1 r SDMH WV --�
TOP EL. $78.76 15 VCP i
r m I.E.. 904.07
i
--� a I I.E.: 901.55'
�,
PROPOSED 40 L F OF
YARD INLET PROPOSED DOGHOUSE
>" cB MH #4 MD
16 DIA. X 0.25 THICKNESS SSMH 29 TOP EL: 877.63 SDMH 28 STA. 1 4 +64.2Q
CASING INSTALLED BY BORING
TOP EL: 876.86' TOP EL: 890.47' N :56731.5.29
8 » VCP IN I.E.: 871.06 (WEST) 36
AND JACKING RCP IN I.E.: 884.57' E: 1317938.26
8" VCP IN I.E.: 870.66' (SOUTH) 15" -RCP IN I.E.: 884.77'
8" VCP OUT I.E.: 870.66' CB 36" RCP OUT I.E.: 884.27
,
PROPOSED DOGHOUSE
TOP EL: 889.61 ,
MD
MH 2 PROPOSED MH #3 MD
# 15 VCP I. E.. 884.78 ,
BEGIN PROPOSED GRAVITY STA. 11 +35.3Q
SEWER LINE MD
N• 567251.18
W
STA. 10 +00.00 E. 1318260.85
S -
C�
N. 5672 18 ,2 9
CONTRACTOR SHALL REPLACE u) uj la 0
E. 1318392.09
ANY DAMAGED SECTION OF
i.0
FENCING WITH GREATER TO OR
EA S H WN : ARE APPROXIMATE ONLY. -
NOTE. QUANTITY AND LOCATION OF EXISTING UTILITIES A S 0
N THE, D BY THE CONTRACTOR.
V RIFTED 1 HE L
EQUAL MATERIALS. (TYPICAL) EXACT. QUANTITIES` AND LOCATIONS ARE TO BE VERIFIED
NO. DATE BY REVISION DESCRIPTION
Z
PROFILE.
0
SCALE. HORIZ.1 30
PROPOSED SEWER
LINE MD
.._..�....� VERT. 1 - 3
894
894,_'909 909
4
W
91.8 918
891 891 906 906
915
+ 915
% �
I
to
EXISTING
I � 3
ROUND _ -
888 9 3- 903 U < v
888 -/ f rn
t, d' © .. . , V_ fq
912 912 0 •fioaww
o cv >- ._ ,.� .,
�a �/
15 RCP
1 Q •, W >-
!! O z co Z C'3
t ., 1- Q
W
L2 c
401 LF � W
885 8 s 900 f
900
WATE i m Q w Q w 0 JZ
8 PVC O
K �n '
���, EXISTING � � es [� c� o 0 5:m
9 909
LINE a� h�. •�a. .. --.'' �} .,f'
CAD 3.567 �
W �� G OU N D
O p I 2 WATER
'.
O 0 2 40 L.F. SERVICE
co
p
.
DP 882 897
897 882 8" a d o ...�
EXISTNG-\
O _ o SERVICE
r
/"'�
00 GROUND
0fi 00 06
00 h
W
O W tp ©ao � o
_
/Al o
W • • 4+ Q
.. > / 2 WATER aJ
LLj L-3
(!)m O W F- D
ui , +
A _, _ _. _w .__.. _. _
® Z • • SERVICE q., r
79 N O Z �. 879 94 8�
8 WKO
n U
z » '� 3 _ 903 ; 903
a 2 to V) 0% o ADO -
I.-ZZ
e
~ i O
8 DIP
r--' 876 891 Z 91 ,� .� � �. _ �
cn z
-- ARCH
900
900
r --1
r
O o _
(
! ! CULVERT
VG ,
888 888
8 � t t 873 1. -
3
J
I 897 a 897
J J
! ! to
r t
! t
! 1.4 8%
870 885 885
c>D
8 �
L- - -J
i
TT
O
O N 894 I M • 894
, N
o�y� •
d +
W
r N
f,x
o ,� Tit! `•Y.
iFi • .. •
•
1 SEET
W
I-
l� W -�- W
Vl
. • • •
PR POSED 40 L.F. OF
� d- 867 882 882 00
67 -� � .J
8 _
d'
a THICKN SS wzo
O - �
891 ,
891 CA ING INSTAL ED B Y B RI NG
�
jA
i Z Z
3
+00 15 +60 16 +20 + 0
40 15 1 fi 8 1? +40 18+ 0 1 +60 19+
9 90
10 +20 10 +80 11 +40 12 +00 _ 12 +fi0
13 +20 13 +80 14+ 0

W
Y
O
O
2
m
Q
U
U
W
m
W
O
�t
0
N
O
M
iS)
r
N
to
O�
W
Z
N
c
ca
IL
rn
c
.3
ca
0
c�
cc
0
WI
c
co
d
c
U)
a
NI
O
N
C
v
0
E
3
v
U
IY
W
W
W
m
LL
O
U
am
0
0
F--
U
W
O
a.
0
iN
_ c3,
H
as '%1 V OC V 0CVV CC L 1\C lV1V BEFORE Y OU DEG.
M
-
A 1-800-632-4949
CALL
N. C. O NE C ALL CENTER R
00
_
_ - 1 �.f
IT'S THE \ uz
SSM H 23
TOP EL. 966,87 0.<
8 » a c
VCP IN I.E.: 5 .. 9 7. 2 6 SOUTH N
4 ,, VCP IN I.E.. 963.87' 9 ...:
ABANDON EXIS 'I'I NG
V N 961 7 WEST x
6 VCP I E 0
I
MANHOLE
fr a �%
P I. 7.17 a�
8 VC OUT E.. 95
v
SSMH 25
PROPOSED CONCRETE
,
!'
_L._ 935.46
cm)
NEW 4 SEWER
TOP E
A fi
PROPOSED C
COLLARS 3 APART
8 PV
»
• SERVICE 0
8 VCP N I.E.. 931.86 (NORTH) TH
C CONNECTION I
O.C.
GRAVITY I;TY R fa '
�-i
SEWS
• 936.56' :EST
8 VCP IN I.E.. W (TYPICAL) ABANDON EXISTING PROPOSED 60 L,F. OF Q �
LINE MD
» a
a, SSMH 24
4 IP IN I.E.. 935.56
WALNUT 20
C
MANN ...
1
6 DI
A.
X 0.25
THICKNESS
as f
MANHOLE EXTEND � VCP
. TOP EL: 953.51.
/ P RT
CP NL G S K
I .. 93296 �--
6 PVC IN .E
a a TO . PROPOSED f f R POSED AN
CASING INSTALLED ,
MANHOLE QLE
L D
A LE BY BO »
RING
I
N
567679.98
EMY T E 1 - VCP N
CRP R L 2 8 . E. 949.91
E I
UT L. .. 931.81
8
VCP 0 E
fa -: .316676.02
E DOGHOUSE E 1
AND JACKING
PROPOSED D HOUSE
4 VCP IN
.E.. 51. 1
9 0
EL. 968.02
» '
■
CRE EM YR TLE 18
MH 6 MD _.... _.
YARD INLET
P
8 VCP OUT
I.E.. 949.86
N
STA. 23+95.49
■
N. 567547.74
W .�
E:
PROPOSED MH ? MD
C P YR TLE 18
o RE EM
i
E
. 1317036.46
rri
WV �-
WM
P 27+56.29
UP STA
D
WM
a
F UP n
n
/,
i
D n / - ,
P
U Q 3
r LP ) l n
�- N 56768fi.0 1
-�--__ YARD INLET
. 1316703.22
M . � E
r
n W
S
__ N
-- ��I\i -- S
s
xr--
i l f NEW c►
M .� WV -....n 4 SEWER SERVICE
R '� ..
S P rr/ _
1 1 �.. f _ _ _C�
' 2 i o �c� _ (TYPICAL) .. o
I 2 ®� 0 __ 'r -_ -T.. Y W
i �' _. /� �. CONNECTI
j � M _ , _.. ON
_
1 d
s
M D
3
l
V
W
MARYLAND t W.
A V
I /
i I 2
l
. M B S
r-
�
�
t
I N �
f s r �
1 1 _
■
� r
/ 1 C��
/ » _ S.
24 I � �.. SIGN
1
VCP 1
� M
... _
t ___ 2 VCP CP
__ I
_ _ -___I_ �4 V
- - - - - -- C
1 F'
T _
--�
6
r � _ i
-SI
d' _ I .,._..., M
i
i �C - c t
t�
�
� 2 <1
t_ i
U _
_. 2
o
j
a _
o CB WM ^ � -- -- -_.. <1 6
Q --
TOP EL. 938
n 946.93'
R �O � -_..._ --_ c
SH UBS _ {{ G U
,a , t I.E.. _ .._.
r _
24 VCP IN 1:E.. 934.01 � C� _ ._...
,9 , z
,a --� 11 , WM
jALNUT 15 VCP IN I.E.. - 935.01 -€t-- a --
CREPEMYRTLE 12 ^� I.E.: 948.22 � ------ - -�a -- -- �.�. .
CP NL FOUND 24 VCP OUT I.E.. 934.01 a, I.E.. _955.54 - -- -
8 �
N::567507.38 18 CPP O - _
E. 1317321.82 15 VCP
I.E.. 940.18 NEW o 0 0
PROPOSED MH 5_ MD
w s SEWER
EL 92207 I.E.. 937.58 I.E.. 954.46 -o
6 CPP n O
STA. 21+71.70 SERVICE CONNECTION '� ,
' IPS GPS STATIC
I.E.. 940.01 I.E.. 96Q.96 's
I.E.: 96218 ARDWOOD \
(TYPICAL)
N, 567490.68
N. 567568.38. 2 CIP � � _ WM
1
E. 13172J2.86 17055.22
y
E.13
Co YARD INLET
CB I.E.. 940.11
EL: 940.
04
TOP EL: 942.22' LLJ
TOP EL. 917.77
» a
a
. 1 C P N I. ..939.92
8 VCP IN I.E.. 915.98
2 1 I E
a
24 N 3
C E 9 VCP I 1. .. 1 .76
24 VCP OUT I.E. 937.77'
24 » E 91 VCP OUT I. E.: 911.73'
NOTE. QUANTITY AND LOCATION ..
` 0 ATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. LY. .
I THE FIELD BY THE CONTRACTOR.
LOCATIONS ARE TO BE
VERIFIED N E
EXACT QUANTITIES AND
I N
NO. DATE BY REVISION DESC RIPTION
Q
F L tl..
PRCI l E
w
RZ. 1 -30
0
LINE MD SCALE HQ i EV1�E R ,� PR P E� _
V T. 1 3
ER
0
Q
(�
r
w W
N
to
Q
0
w ^�� .�
z co
c c
z- Q
Z
0
Q
[�
W Q
U?
w 0
Z Vi
Z uj
Q
d U
A 0
LL
W
W
J
LL
+
w
000
LL
a.
I
C,
W
W
C
CN
(n
z
z
0+.)
0
a>"
<
T`
Q. 0
Z
r.L
a.
W

w
Y
O
O
m
Q
U
U
W
in
w
fY
d
rn
0
v
0
N
O
M
3
N
O
t�
m
W
Z
J
W
r.+
N
C
G1.
C
•3
/
c�
c6
U)
rn
c
'3
c�
L
Qi
co
a
c
rn
a�
Nl
0
c
E
a>
O
L
_E
E
L
fU
N
U
fr
W
2
W
to
w
m
LL
O
U
0
T
q
r
vJ
U
w
OO
N
a
LL
T
rA% EYl
� W iii Z
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED W THE FIELD BY THE CONTRACTOR.
N0. DATE BY REVISION DESCRIPTION W O

U
Y
O
2
CD
Q
U
U
w
m
w
a
N
d.
N
O
UD
-cs
4
Lo
w
z
0
a
0
rn
3
g
0
a
c
0
NI
OO
s`
4)
41
0
E
a
U
w
2
w
,n
w
m
LL
O
U
0
a
U
w
a
0
SSMH 22
TOP EL: 876.60
PLAN
8 VCP IN I.E.. 871.25
8 VCP OUT I.E.: 871.20
30 0 15 30 - 60 90
CORE R
D ILL EXISTING
H
SSMH 15
MANHOLE OI.E NEW
TOP EL: 892.85' GRAPHIC SCALE 1 INCH - 30 FEET
IN
V. IN. 871.40
EXISTING MANHOLE 8' VCP 1 N I.E.: 889.05 - _
8 VCP OUT 1. E.. 888.45'
_ t
BEGIN PROPOSED GRAVITY PROPOSED BE FORE YOU DIG! H
CALL --- 800 -632- -494-9
SEWER LINE OH
N.C. ONE-CALL CENTER
STA. 10 +00.00 ITS THE LAW!
N. 567609.86
E. 1318302.20
PLUG
EXISTING INVERT
ABANDON EXISTING
IN AFTER PROPOSED
ABANDON EXISTING
MANHOLE
SEWER IS ACTIVATED 1/20$ RBF MANHOLE
t N: 567677.29
� � PP E:1317900.36
I.E.: 900.63 _15 RCP SSMH 18
IR 12" RCP 12" RCP EL: 909.29
(COVERED) , I.E.: 902.45' TOP EL: 918.63'
I.E. 878.75
n cn YARD INLET 15 RCP
ARV? I.E.: 915.03
' ' RBF ' ® 1.E.: 894.66' I.E.: 903.58'
TEL z
cn
UP UP PE n UP UP LP lJP z
n TEL n n n n n „ n n UP
r� F \� -_� �--_- _ _ � 2 RCP � � � �' - n - n
PED
n n n r+
CO �O CO -- - - -_ - _ - _ no
-M - o W 1 t I I ____ - _ -
- � C 0 S) GN - � ---- � M --- --- - - - - M --
-- - l
_ _1 - _ _ v
s s - - -- \11
3 I 7 t
s t 1 G I I l o0 1 c I 3 l \ ca I
� � I
I t
s---- 11 i - - -- - - - -- s--4---s--- - - -s- �_s - -s 1 E.E
� -- -- ._...s _..`_�..� �, � ._._ _.._ _.._ _ � _ _..._ - - _.S _ ` - - -s S S �- I OHIO
I 1 11 I I _ ,I- _ _ _ s - �s- - .!_ -s -s-}- - s
+00 8 VCp �s -,-- - --- -i-s - s 1- - 1 17 00 17+ .13
1 8 VCP 14 00 15 00 16. 00 4 ,a
f \
12 0
MB
B ��{
I 1 -- - --
SIGN C�l�:_ _ , - _._. - �.. _.._ � - _ ...�. _. - - - _ M M M -.- -- -- - - - --
I , \ I I M B m T� M M M� e p� _ _ -p ,1� M
M B \ \ \+ -- v
WM CO o 0
GRAW
CO 0
o z - �------ 1- - __--____ - - - -- - -- - � WALNUT 15 2 �a
z CO z n I RCP WALNUT 15 - c4
n n C°O 12 CB cP EN Q
SIC
CO m WM 12 L.E.: 912.98
rn rn --i C TO SDMH 16 TOP EL :903.48 p d
m cn EL: 91.05 TOP EL: 891.64 12 CMP
INV. EL: 887.26 1. E.: 907.89
1.E.:` 913.97'..
6 PVC
18 RCP IN I.E. 885.96 ,
P) 1.E. 903.80 PP
PROPOSED mm #1 OH 12 CMP
15 :RCP IN I.E.. 887.46 6 PVC C1 M 4 OH
P1 RCP PROPOSED H �
STA. 10 +08.36 18 RCP OUT I.E. 885.96 I.E.: 903.76' 15 C
• I. 05.47' END PROPOSED GRAVITY
N. 567617.94 - I.E.: 907.46'
IPS GPS STA IC SEWER LINE OH
E: 1318300.05 N :567702.17 I.E.. 904. 3 15 RCP
PROPOSED 8_ PVC
P% STA. 17 +37.13
L.E.: 906.64
EL: 891.50 GRAVITY SEWER
N: 567802.63
LINE OH
E. 1317595.52
PROPOSED MH #2
OH
1 +88.73 PROPOSED MH 3 OH
STA. 1 PR0 S #
Ne 567674.08 STA. 14 +39.02
E: 1318128.64 N 567732.58
E: 1317885.28
cn
W
N Z.
PK /NL FOUND -' uj
N: 567659.95 (/ n
E :1318124.84 NOTE. QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EL: 893.25 EXACT UANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. :
i%
Q NO. DATE BY REVISION DESCRIPTION
PROFILE ,?
Q.
PROPOSED
SEWER LINE OH SCALE: HORIZ. 1 " =,30'
VERT. 1 "= 3° ....
900 900 915 915
924 924
Q
897 /897 91 VIN 912
_/� Z 921 921
V co
O
�E
I"
i
i
0�
i
0) 0
v- CID
W W
D N >_ c� r
III LLI
ce ix
C? z m z
z uj C?ptoco Z0
0 wQw0 -Ill
-a d >D► 0
0
crm '0
ww
3: 0
W
z
+
W Z
(0 <
0 ,. j
CL CL cgr)
W
Q.
SHEET
250.29 LF-
� fi.61 %
894
46 co i6 CD
2 � 00 00 �' r%_
8
894
-�
909 `-
909:
918
0,.:00..
W -I- t-
0 r- Z
Z
i
891
p
0 H f2zz »
a cn
EXISTING
GROUND
�.
10
^
906
EXISTING -
GROUND
906
..
LINE
18'
v
_
LINE
„
1`
/
915
EXISTING
GROUND
----'"
GAS
LINE
�
888%
w
J 0
_
ZOO
8850 w
o,
o ®
r
•I\d;h
°° �- �,
,P
6
WATER
LINE
�
� + RCP
I ►
i i .
.' .
a, ,
>�9, o�
,�
888
"85
903
900
/
WATER
WATER
SERVICE
�
�
2
00
912
�.-
e3
912
�'
G
.1
909
0 CL J
Z
W � I;-e
J Z
WK O
40 L.F.
8,' DIP
p
,'
298.11 LF
8" PVC`i
_
.
03.31%
®
V! !�y
XWLiJ
882W M cn
• �y e
®/>
F- Z Z
882
897
kqo
897
906
906
879
`? A5 °
879
894
894
•
903
903
871
876
891
900
_
S
X Q
9 0
1
I
I
` p
! N
tV
O
�
�.,
� N
•
S W O
K'i
�N
87
NON
0)
:2 • 00
P-11 Lo
to 00
873
888
:c
®d:N
o%88
897
f4
v� O� "'�
•
w67
I
8.36
8 PVC
0 1.08
LF
ou w + w
Q T _j
1-'
..:D
t/�
O
• •
W Z Q
-
EL Mr
o.
w z w
ui 0
O>
_
o Q c�..
a- U) f2KZ
•
a_
Ozz
_
9
13 +20 13 +80 14+40 14 +70 15 +00 16 +20 16 +80 17 +40 17460
90 10 +20 10 +80 11+40 12 +00 12 +60 15 +60
O
�E
I"
i
i
0�
i
0) 0
v- CID
W W
D N >_ c� r
III LLI
ce ix
C? z m z
z uj C?ptoco Z0
0 wQw0 -Ill
-a d >D► 0
0
crm '0
ww
3: 0
W
z
+
W Z
(0 <
0 ,. j
CL CL cgr)
W
Q.
SHEET

LLJ
0,
co
Q
w
co
LLJ
CL
c%j
w
z
c
.0
co)
04
9
40
c
W
E
2
E
E
ID
Lu
cf)
0)
Lu
m
u_
0
V_
w
PLAN
U4
PROPOSED SEWER LINE L
z Lu
o 30
60 90
CP NL
SSM.H 54
30 0
/-REMOVE EXISTING I I I - ---I
I I
N: 67702.17
E: 1319620.43
z ::3
TOP EL: 831.24'
MANHOLE AND EXTEND
EL: 840.27
8" VC P I N 1. E.: 8 2 6.6 9'
EXISTING 6" VCP TO GRAPHIC SCALE
1 INCH= 30
6" VC P I N 1. E.: 8 2 6.6 6'
10" VCP IN I.E.: 826.09 I
PROPOSED MH#2 L,WITH
C��Nl_ SET
8" PVC 0 N 67592.68
REMOVE EXPOSED SEWER
10" VCP OUT I.E.: 825.95'
E: 1319981.65
ABANDON EXISTING
AFTER PROPOSED SEWER
BEFORE YOU DIG!
lm� Z ob
2" RBF
V567459.41
PLUG EXISTING INVERT
�z
1 " OTIPF EL: 832.69
N: 567520.62
MANHOLE
SSMH 56 ISACTIVATED
TOP EL: 836.11'
CALL 1-800-632-.4949
N.C. ONE -CALL CENTER
1 T'S THELAW.1
u z 00
00
E: 1320341.61 IN AFTER NEW SEWER
E: 1320097.98
EL: 830.06
SSMH 55
10" VCP I N 1. E.: 829.66
z
IEL: 825.85
1 ACTIVATION
PROPOSED 10" PVC 4" RBF
V567505.41
o-) �-3
Z
PK./NL SET
N: 567591.63
E: 1320036.08
TOP EL: 833.66'
10" VC P I N 1. E.: 829.06
10" VCP OUT I.E.: 829.57' SSMH 57
0
I " OTIPF EL: 832.61
10" VCP OUT I.E.: 828.98
TOP EL: 836.99'
00
GRAVITY
SEWER E: 1320157.15
LINE L IEL: 828.24
<
DIST
I.E.: 828.62'
CONSTRUCTION
4" DIP IN I.E.: 836.20'
4" PVC IN I.E.: 831.52'
0 9L4 Z
.
CP/NL SET
N: 567503.70
L
ENTRANCE
10" VCP IN I.E.: 830.63'
>
04
02
E: 1320284.47
---I 4)s
(TYPICAL) CP/NL SET
10" VCP OUT I.E.: 830.59'
u
z
EL: 826.85
I.E.: 828.62'
wm
:::;7�
N: 567631.93
E: 1319896�93
EL: 834.05
PROPOSED MH# 5L
STA. 18+18.05
#
-:4
0-4
TREE LiNE
. ..............
vcp ..... ........
PROPOSED
N: 567823.83
E: 1319684.41
w
I RBF
�_s
v
It
I
SILT FENCE
(TYPICAL) CP/NL SET
ABANDON EXISTING
wx
Z
0­4
LINE
-S
G/V
wv 3: 3
tic:
It
it
I own
00 CATV
>r-CATV
PED PED
N: 567746.99
E: 1319819.76
A( IEL: 834.09 1
MANHOLES
rin
4:�
It
SIGN
wm co
CHAIN LINK. FENCE PROPOSEDMH# 3L
G
CP/NL SET
1000,
13
.01oz
UP 14+73.52
N: 567810.32
10
......... ...............
STA.
N- 567618.23
x _Lj_4
CP/NL SET E: 1319692.91
835.29
X%l
11-1
SSMH 53
TOP EL: 826.88'
E 1319949.14
N: 567777.53 IE!L�
E: 1319731.03
EL: 833.61
8" VCP I N 1. E.: 822.19'
10" VCP I N 1. E.: 821.90'
I.E.: 829.22'
I.E.: 829.03'
CONTRACTOR SHAL
40
---- V!K
c:
C',
sia
10" VCP OUT I.E.: 821.20'
coo CONTRACTOR SHAL
REPLACE ANY DAMAGED T-1
zz
PROPOSED
.. ... ...... REPLACE ANY DAMAGED
SEC11ON OF
SECTION OF
07100 118*
10;41P
DOGHOUSE MH# 1 L
.......... .............. LANDSCAPING WITH
FEN Cl N G WI TH
GREATER TO OR
0 VCP
BEGIN PROPOSED GRAVITY
SEWER LINE L
GREATER TO OR
EQUAL MATERIALS.
PROPOSED MH#6L
.................... .......................... ..............................
STA. 10+00-00
N: 567493.03
PROPOSED DOGHOUSE
MH# 2L
EQUAL MATERIALS.
(TYPICAL)
(TYPICAL)
PROPOSED MH# 4L
STA. 16+68.92 20' EXISTING
15' PROPOSED
PERMANENT
SEWER
STA. 18+85.16
-567806.28
N*
E- 1319619.63
. ......
. .....
E: 1320405.76
STA. 12+73.77
N: 567567.89
E 1320142.44
N: 567766.77 PERMANENT
E 1319822.19 SEWER
EASEMENT
EASEMENT
PROPOSED-
STREAM
z
........
... ......... ... .... ..........
RESTORA71ON
PROVIDE NEW
4" SEWER SERVICE
CONNECTION AND
FINAL DRAWING
CONNECT TO 4" PVC
Z
FOR REVIEW PURPOSES ONLY
w
0
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
VERIFIED IN THE FIELD BY THE CONTRACTOR. NOT RELEASED FOR CONSTRUCTIO
cn w
>
z
>
EXACT QUANTITIES
AND LOCATIONS ARE TO
BE
NO. DATE BY
REVISION DESCRIPTION
ui 0
z
PROFILE
cl.
w
D
SCALE: HORIZ. 1 30
VERT. I If= 31
PROPOSED SEWER LINE L_
co
840
840
EXISTING
GROUND
0)
0
837
837
V_ V_ in
a 04 >_ w
< w w
W C,
z ED z
0 u� <
z in -4
z
Z ww
08 w w 0 _1 Z_
oo Ck 0 _j
834
CL
834
. ......... .
(n tun-)
0 0 C*q
00
0)
0 (5
7- 04
"7 -7,
- 83
z
831
CL uj o
CS1 0()
cl
wv
010
00
F-
47-111
LF
V) :3
00-J,
a- >: c)
_Jv--u.JKKo
0
LL
00
wo
8280-0
0 < U-j
w w -1-1, 10-
m 0 __Jv)
>: >-.
K z
149.13
LF
o" 010.50%
PVC
0
170
828
195*41 LF
1091 pVC
0 0*50%
C)
-77777
7777M
39.18 LF
cn +
z
F -A
199.70
LF
I T%J#
8A
7737777777'!�=!
71=
1 o" Pvc 825
08.83%-
C:)
nl
10
P\jc 0
1.127o'
(n Z
82
822
00
- - ------------- - ----
(1) z
04 o
0
u�
r-,
to
W) u�
i
001 0
0
_j '* *
0
* 819
819
In Lo
Lo P.- r-:
co (On 00
Ll
-00,4
n N
In uj r*" >: co
co co cq
cq N
00 00
i)66C4
co
+
vi
9 0oc6cN
co
to
+.-.
N 00
0c) �=
u 9-1V o(N
2 00 r.. 00
00 t4
0 T_ *to 0
+ >';
_&.0%
w-,v 0 CN
to, 00000
00 >:00
SHEET
w W
W --:Y C4 oo
o 0 uiz
o* *o
Z' z 0
&>:Aoo�=
_j
V_ w ZO
0 T­ mzo
0 LLIZO
00
0 Zo
LLj
816
X
0 CD
Q_ o
0 <
a-
0 11-; 0
0-
0- ;1.,: 816
Er- U
a C.') R'z
z z Z'
F
cn It-=
Er F- 0"
0- V) 1_
ZZ
0- cf) r_zz
CL Cn ZZ
19+190 10+20
10+80 11+40
12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80
17+40 18+00
18+60 1_9+20

ui
Y
°o
m
v
U
w
in
w
a
M
O
N_
d'
r
O
N
O
M
to
ul
W
Z
o
a.
c
ca
A
0
W�
rn
C
O
tD
d
C
o�
N
0
E.
N
(D
U)
U
w
w
U)
w
to
LL
0
U
c)
0
w
CL
0
PLAN
30 0 15 30 60 90
GRAPHIC SCALE 1 INCH = 30 FEET
N
PROPOSED SEWER LINE L PROPOSED SEWER LINE L2
PROPOSED 8" PVC
GRAVITY SEWER
LINE L2
' PROPOSED 8° PVC
GRAVITY SEWER
i I >� i LINE l2 PROPOSED PROPOSED MH# 9L
i ABANDON EXISTING SIFT FENCE END PROPOSED GRAVITI
� � � MANHOLE (TYPICAL) � a �/ ,'/ SEWER LINE L2
oli STA. 10 +29.45
� SSMH 58
� ' � � / N: 567770.37
Q TOP EL: 840.25' � X � E: 1319567.22
8" VCP IN I.E.: 836.75' PROPOSED 10" PVC `� � •t SSMH 58
■ 10" VCP IN I.E.: 835.68 GRAVITY SEWER / /
10" VCP OUT LE.: 835.49' LINE L TOP EL: 840.25'
8" MCP IN I.E.: 836.75'
■ \
10" VCP IN 10" VCP OUT I.E.: 3 835.49' 4
.E.8 '
PROPOSED MH# 7L
PROPOSED BEGIN PROPOSED GRAVITY
ABANDON EXISTING
� DOGHOUSE MH# 8L SEWER LINE L2
N
STA. 19 +50.15 STA. 10 +00.00 MANHOLE
N: 567789.15 N: 567795.93
Q' \ E: 1319556.93 E. 1319581.84
�■ CP1NL SET.
i N: b67777.84
E:1319572.40
EL: 840.15
PROPOSED MH #7L
STA. 19 +24.34
N: 567795.95
E: 1319581.84
PROPOSED SILT
FENCE (TYPICAL)
PROPOSED 10" PVC
GRAVITY SEWER NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
LINE L EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
PROPOSED.
PROFILE SCALE: SEWER LINE. L LE: HORIZ. 1 "= 30'
VFRT 1 ".3'
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE-- CALL.. CENTER
IT'S THE LAW!
FINALDRAWING
-FOR REVIE W.. PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTIO�
NO.
849
849
C4 =\A
U;>
CL
.y
846 J
wM�y�
iA/
�-- ....,..0
846
Z
•
•
®
1 O N N0
DATE
w
843 p rn
+ >: o.o 00
--1 Z Z 0
843
CL o
Q_
QCL >: >a
V) ZZ?
EXISTING
i--
40
GROUND
840
EXISTING--\
>
0
GROUND
...■
7
837
0.
w 2
834
O
25.82
LF
c
10"
PVC
0
831 CAD
0.75%
831
��i1/.I
�
828
I!■y
a,r�i1i•'ii
828
825
OC
825
Lo 0
0
W w
822 0 0
�..__.+ .
w
� J (' J
822
• �
Oo
w oz
Q_ 0 LJ
<WQtL.
xzl�_0
0 :3(n I---
i
i •
19 +20 19 +80
FINALDRAWING
-FOR REVIE W.. PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTIO�
NO.
I
C4 =\A
.y
i
Z
•
DATE
BY
REVISION DESCRIPTION
Mw
W I-
Z
Cl. w
;�- 2
i--
W
EXISTING--\
>
0
GROUND
...■
w
w
0.
w 2
Z
O
c
0
��i1/.I
�
I!■y
a,r�i1i•'ii
i
• �
i
i
i •
•
•
IL
..
zzz
.0 i
FINALDRAWING
-FOR REVIE W.. PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTIO�
NO.
C4
C4 =\A
.y
Z
DATE
BY
REVISION DESCRIPTION
a
N �,ww
www
w
m
z 0 C3 S2 (n Z uj W
C3 '� w '� w o -i Z
d cl U a U jra
w
z It w
sew■
W ULM
0
W W
C/) (1) Z
0 0
w (L <
(00 z
ow
006
w
am
SHEET
C4
C4 =\A
.y
Z
Mw
W I-
Z
Cl. w
;�- 2
i--
W
>
0
...■
w
w
0.
w 2
Z
O
c
0
a
N �,ww
www
w
m
z 0 C3 S2 (n Z uj W
C3 '� w '� w o -i Z
d cl U a U jra
w
z It w
sew■
W ULM
0
W W
C/) (1) Z
0 0
w (L <
(00 z
ow
006
w
am
SHEET

LIGHTING
POWER
ETTE
SUCCEEDING L RS
N D U
T EED E RS AND B R A N C H I RC U ITS
NOMINAL PIPE THREADS
MOUNTING AS NOTED
P RE
AMPERE
GROUND FAULT CIRCUIT INTERRUPTER
A.C.
ALTERNATING CURRENT
SYMBOL
DESCRIPTION
SYMBOL
MOUNTING
DESCRIPTION
SYMBOL
DESCRIPTION
HIGH INTENSITY DISCHARGE
P
OF POLES IN CIRCUIT BREAKER
MOUNTED FLUORESCENT FIXTURE LETTER
CEILING M a
C »
WP 36 AFF
DUPLEX .RECEPTACLE, 20A RATED
DELINEATES SPECIFIC DEVICE
E E
SERVICE
OVERHEAD ELECTRIC E
ELECTRIC SERVICE
PHASE
INSIDE OR BESIDE DENOTES FIXTURE LIRE TYPE
ABOVE FINISHED GRADE
H.P.S.
FOOTNOTE
PE--PE
PRIMARY
OVERHEAD PR
A.I. C,
FLUORESCENT LIGHTING FIXTURE,.
CEILING MOUNTED L
HSPS
COUNTERTOP MOUNTED A
DENOTES M fi ABOVE
---
SE SE
SERVICE
OVERHEAD SECONDARY ELECTRIC SERVI
AS
AMMETER SELECTOR SWITCH
WIRED FOR NORMA L STANDB Y POWER OPER AT I ON .
�. �.
HEAT VENT AIR CONDITIONING
REQUIREMENT
- SEE ABBREVIATIONS
T T
OVERHEAD RHE A D TELEPHONE NE S ERVICE
I.G.
LETTE R INSIDE SIDE OR BESIDE FIXTURE DENOTES
PSI
36 AF F
ATED
SPECIAL OUTLET ( SIZE INDICATED
F 0 —FO—
OVERHEAD FIBER OPTIC
INNER DIAMETER
FIXTUR E TYPE
.....POTS MER
A TRANSFORMER
NTI _L
AUTO
ON PLANS) S
)
V
CT—CTV
OVERHEAD EAD TELEVISION SERVICE
PVC
WALL MOUNTED FLUORES CENT FIX TURE
AWG
36 AF F
2 OA RATED
SINGLE RECEPTACLE,
-- -- -- - -- - -- -- -
CONDUIT -- EMBEDDED IN FLOOR OR EARTH
QUANTITY
('
CEILING MOUNTED INCANDESCE NT OR H.I.D. FIXTURE
m
g
»
36 AFF
_ _ GROUND
RECEPTACLE— FLUSH WITH GRO
DUPLEX RECEP
- - -ELI -- - --- -
UNDERGROUND ELECTRIC. SERVICE
BUILDING
J.I.C.
JOINT INDUSTRIAL COUNCIL
RVSS
FAULT CIRCUIT INTERRUPTER
-- -
COUNTERTOP RECEPTACLE
F O
WALL MOUNTED INCANDESCENT OR H.I.D. FIXTURE
®
2
36 AFF
DOUBLE DUPLEX RECEPTACLE, 20A RATED
- - - --PEU - - - -
PRIMARY ELECTRIC SERVICE
UNDERGROUND PR
r►--p
SCC
SYSTEM CONTROL CENTER
CB
CIRCUIT BREAKER
_ � ._ e _ - ...._ e
SEU
SECONDARY ELECTRIC SERVICE
UNDERGROUND SEC
•-Q
�-4
POLE STANDARD LIGHT FIXTURE UNIT SINGLE ARM
Q
18 AFF
-
DUPLEX RECEPTACLE FLUSH -
SURGE - PROTECTIVE DEVICE (SPD)
- � _.,. - -- -- -
TU
UNDERGROUND TELEPHONE SERVICE
UNDERGRO
L7-0-0
CP
CONTROL PANEL
Q
KILOWATT
FLOOR
DUPLEX RECEPTACLE- FLOOR BOX -FLUSH
�' -- -- FOU- - -- -
UNDERGROUND FIBER OPTIC
C}-� -Q
RD LIGHT FIXTURE UNIT - DOUBLE ARM
POLE STANDARD
SPD
SURGE.- PROTECTIVE DEVICE
CR
CONTROL. RELAY
LC
- -- -- - -CTVU- - - -
UNDERGROUND TELEVISION .SERVICE
D-�-4
DESIG
DESIGNATION
Q
_
SPD
FLOOR
U H
DUPLEX RECEPTACLE- FLOOR BOX _ FL S
DIA.
_
CONDUIT IN WALL, CEILING. OR EXPOSED
MAX
MAXIMUM
TBA
TO BE ABANDONED
EVICE (SPD)
XX ---XX
CONDUIT. WITH IDENTIFIER
MAIN CIRCUIT BREAKER
EXIT SIGN
T QI�
FLOOR
COMBINATION DUPLEX RECEPTACLE SPD) /VOICE
(
-u
CONDUIT TURNED UP
TCC
EXIT SIGN DOUBLE FACE)
(
SPD
DISCONNECT SWITCH
OUTLET PORT- (# DESIGNATES NUMBER OF
--
CONDUIT TURNED DOWN
TELECOMMUNICATIONS DISTRIBUTION CLOSET
E.C.
ELECTRICAL CONTRACTOR
MCC
VOICE PORTS) -- FLOOR BOX - -FLUSH
TYP.
TYPICAL
-• -0 -
EXIT SIGN WITH DIRECTIONAL ARROW
MFR
48 -AFF
COMBINATION DISCONNECT . SWITCH /MOTOR STARTER:.
- UNDERGROUND ELECTRIC
.
CONDUIT CAPPED
lz�
EMERGENCY BATTERY PACK UNIT
MSE
DESIGNATION
BRANCH CIRCUIT WIRING
REMOTE HEAD FOR EMERGENCY BATTERY PACK UNIT
AS NOTED
PLANS)
(HORSEPOWER INDICATED ON PL
MOTOR (HORSEPO )
_
CIRCUIT HOME... RUN
1
IN-LINE HOME RUN
O
AS NOTED
JUNCTION BOX
CIRCUIT NUMBER
SWITCHING
o
M R
TRANsFOR E
E E
EMERGENCY ONLY CIRCUIT
_
T 1
DESIGNATION
NE NE
NORMAL EMERGENCY CIRCUIT
SYMBOL
MOUNTING DESCRIPTION
CM
AS NOTED
CIRCUIT MONITOR
LL
�T
DEVICES ON SAME CIRCUIT,
S
48 » AFF SWITCH, SINGLE POLE
�
2
AS NOTED
VOLTAGE REGULATOR
SEPARATELY CONTROLLED
»
SWITCH, DPDT
SPD
AS NOTED
SURGE— PROTECTIVE DEVICE
F2
ELECTRIC FEEDER LEGEND.. INDICATION
S2
48 AFF
S 3
48"AFF SWITCH, 3 -WAY
48 "AFF
EMERGENCY POWER SHUT -OFF SWITCH
FIRE ALARM
SYSTEM
S4
» SWITCH 4 -WAY
48 AFF a
CO
48 AFF
LE ON- OFF -AUTO SELECTOR SWITCH
LOCKABLE
„
48 "AF SWITCH DIMMER
W /RED INDICATOR LIGHT
SYMBOL MOUNTING
DESCRIPTION
j
WIN N . 11 gin
EHH ELECTRI
EMH ELECTRIC MANHOLE MIN. MINIMUM UH UNIT HEATER ��N§t
EP EXPLOSION PROOF M.L.O.
MAIN LUG ONLY UL UNDERWRITERS LABORATORY .� ' r. V. ';,
OTHERWISE NOTED o •'y
E.T.R.
EXISTING TO REMAIN M.O.D. MOTOR OPERATED DAMPER U.O.N. UNLESS
ELECTRIC UNIT HEATER MS MOTOR STARTER UE UNDERGROUND ELECTRIC pvW V
EUH =
E.W. EACH
WAY MTD. MOUNTED UT UNDERGROUND TELEPHONE �° '° . 4
N A NOT APPLICABLE UV ULTRAVIOLET t7�'`a.•, ,, * ;; '�:`
EX EXAMPLE /
EXH EXHAUST FAN N.C. NORM ALLY CLOSED V V0 ��� k
R'S VAC VOLTS ALTERNATING CIRCUIT
FUSE NEMA NATIONAL ELECTRICAL MANUFACTURER'S FRE FIBERGLASS REINFORCED EPDXY ASSOCIATION VS VOLTMETER SELECTOR SWI TCH
G.C. GENERAL CONTRACTOR NID NETWORK INTERFACE DEVICE (4 POSITION)
W WIRE
GEN GENERATOR N.O. NORMALLY OPEN WP WEATHERPROOF
No. NUMBER XFMR TRANSFORMER
SnM I U.O.N. '
SP ED DSA
48 "AFF SWITCH WITH PILOT LIGHT 48 AFF DISCONNECT SWITCH DUCTBANK
Sm '� DESIGNATION „
48 AFF SWITCH, MANUAL MOTOR STARTER, RATING FRCP 48 AFF FIRE ALARM CONTROL PANEL GENERAL NOTES D THERMAL OVERLOADS TO MATCH MOTOR ...480V SYMBOL KEY
AN TRANSFORMER 0
NAME PLATE DATA
50KVA� FAA AS NOTED FIRE ALARM ANNUNCIATOR
CONDUIT TYP. A. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL VERIFY. DIMENSIONS PRIOR TO �-
^�^Y�1120V ~''� -slzE NEW ,
MOUNTED OTHER DIVISION TRADES TO
ALARM AUDIBLE VISIBLE SIGNAL WALL N CONTRACTOR SHALL COORDINATE ALL WORK WITH
SWITCH MANUAL MOTOR STARTER WITH IVORY, A AS NOTED FIRE. / INSTALLATION CO
48 AFF ❑ » 1 7
ORDER TO
smi VOLTAGES _ WHICHEVER E SYSTEM. LOCATE FIXTURES, DEVICES, ETC. IN
ILLUMINATED HANDLE AT 6 8 A.F.F. OR 6 BELOW CEILING, PROVIDE A COMPLETE AND OPERABLE
TYPE TRANSFORMER IS LOWER Q AVOID INTERFERENCES.
» SHIELDED ISOLATION
NATIONAL mu) smp �-
48 AFF SWITCH, MANUAL MOTOR STARTER WITH
B. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE
PILOT LIGHT AL PULL STATION EXISTING CONDUIT, TYP. AL CODES LAWS AND/OR F❑ 48 AFF FIRE ALARM MANUAL ELECTRICAL CODE, LATEST EDITION, AND ALL GOVERNING LOCAL , /
Sr 48 AFF MANUAL MOTOR STARTER SWITCH FRACTIONAL
S CEILING FIRE ALARM. SMOKE DETECTOR NOTE: REFER TO DUCTBANK REGULATIONS.
C. SYSTEM AND EQUIPMENT GROUNDING CONTINUITY SHALL BE ASSURED AS REQUIRED BY O
HORSEPOWER SCHEDULE 8c PLANS FOR EXACT ;�- ";�
PANELBCJARDS
ALARM HEAT DETECTOR, FIXED TYPE NUMBER & SIZE OF CONDUITS.
APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. """"
PHOTOELECTRIC CONTROL
H CEILING FIRE
AS NOTED Q TYPE "THHN -THWN" U.O.N.; MINIMUM WIRING SHALL BE #12 (POWER �
SYMBOL MOUNTING DESCRIPTION
D. ALL WIRING SHALL BE ..
PROOF WALL
» A AS NOTED FIRE ALARM AUDIBLE ALARM EXPLOSION COPPER. MINIMUM CONDUIT ,SIZE FOR .METALLIC CONDUIT TO BE �"`
LIGHTING CONTACTOR ❑ � WIRE). ALL WIRE SHALL BE C LL ;>"°
48 AFF L CEILING; EXP MOUNTED AT 6' --�8" A.F.F. OR 6" BELOW CEIL ,
R1 _ '3/4" AND 1" FOR PVC. u.i
DESIGNATION � TOP BREAKER NEW PANELBOARD SURFACE MOUNTED
REQUIRED RATING INTERRUPTING CAPACITY
WHICHEVER IS LOWER E. ALL. CIRCUIT PROTECTIVE DEVICES SHALL HAVE. THE �;
--OAF �.
TING CONTACTOR REMOTE
6 F>
LIGHTING O OR GREATER THAN. THE AVAILABLE SHORT—CIRCUIT CURRENT AT ITS SUPPLY
»
ION PROOF,
WALL
EQUAL T
MOUNTED PL S A.I.C.
OU EX
FLUSH M ALARM, a SYMMETRICAL' _ OARD FL VISIBLE AL S SYMME
_ TOP BREAKER NEW PANELB NOTED FIRE .ALARM
N ON OFF CONTROL s V AS N D PUSH BUTTO TERMINAL, .MINIMUM INTERRUPTING CAPACITY. SHALL BE 10,004 AMP , NLC-1 ❑ ,, »
EXP �. BELOW
CEILING; N
G
6 B MS
R a YSTE
MOUNTED AT 6 8
A.F.F. A. F. F 0 7 480V S
NTS LIGHTING CONTACTOR BEING CONTROLLED
6 0 AFF _ M SAND 14 000 AMPS SYMMETRICAL A.f.C. FOR 27 ,� ......
REPRESS FOR 120/208V SYSTEM a
--.- SURFACE MOUNTED
WHICHEVER IS LOWER
EXISTING PANELBOARD
S NOTED DOOR SWITCH
� REFER TO PANEL •SCHEDULES FOR A.I.C. RATINGS.
DS A UNDERGROUND TO EXPOSED
ND I7 TO BE RCS. TRANSITION FROM :UND..
U STATION EXPLOSION PROOF
F. .ALL OUTDOOR EXPOSED CONDUIT
- --- EXISTING PANELBOARD -- FLUSH MOUNTED F 48 AFF FIRE ALARM MANUAL PULL MOTION CONTROL �� E ❑ SHALL BE RCS.
MC AS NOTED M0 EXP
D PVC UNLESS OTHERWISE INDICATED. ALL O
TYPE EXPLOSION G. ALL UNDERGROUND CONDUITS TO BE SCHEDULE.. 40
H CEILING FIRE ALARM HEAT DETECTOR, FIXED ,
CONDUITS SHALL INCLUDE A NYLON PULL CORD.""'
�M CEILING MOTION SENSOR EXP
PROOF
OS CEILING OCCUPATION SENSOR TYPICAL ANNOTATION
FTS-1
48 » AFF FIRE SUPPRESSION SYSTEM TAMPER` SWITCH
FS:
48 fa AFF FIRE SUPPRESSION SYSTEM FLOW SWITCH
1 DRAWING KEYNOTE
0
INTRUSION ALARM SYSTEM PS 48 "AFF FIRE SUPPRESSION SYSTEM PRESSURE SWITCH
SYMBOL MOUNTING DESCRIPTION F-fl DEMOLITION KEYNOTE
INSTRUMENT IDENTIFICATION TABLE
ON TA
CTS
AS NOT INTRUSION ALARM MAGNETIC DOOR C A REVISION TAG
D GGI NG ISA -S5 1 -1984
❑ PROCESS EQUIPMENT TA
K 48 "AFF INTRUSION ALARM KEY PAD
REVISION CLOUD PROCESS SUB AREA
M
AS NOTED INTRUSION ALARM MOTION DETECTOR C> ❑ DEVICE NUMBER
OOR CONTACTS SUB - DEVICE NUMBER
D AS NOTED INTRUSION ALARM MAGNETIC a
❑ AAA INSTRUMENTATION TAG
EXPLOSION PROOF IN
EXP # ## _" 14A
AS NOTED INTRUSION ALARM BELL PROCESS MAIN AREA
F�GMDP --701 PROCESS EQUIPMENT TAG
EQUIPMENT
IACP 48 as AFF INTRUSION ALARM CONTROL PANEL
sF HVAC EQUIPMENT TAG EQUIPMENT:
z HW1
a AC AIR COMPRESSOR MX MIXER
U- TELECOMMUNICATION
AREA NEMA DESIGNATION TAG B BLOWER P PUMP
_ DESCRIPTION 4X SAMPLER
SYMBOL MOUNTING DESC C COMMINUTOR S
z
CFD CHEMICAL FEEDER _ SC SCREEN
a A❑D AS NOTED AUTO DIALER
CP CONTROL PANEL SV SOLENOID VALVE
# OF VOICE PORTS
Y 36 AFF PHONE PORT (# -- NUMBER )
D DECANTER T TANK
N S7 # " = UMBER OF DATA PORTS
36 AFF DATA PORT N ) INSTRUMENTATION V VALVE
CID (# LEGEND PC DEFINITE PURPOSE CONTACTOR PROCESS D
# #
`� F HONE PORT GRINDER
�, � 36 AF COMBINATION DATA/PHONE G G ZS POSITION SWITCH
(# = NUMBER OF DATA PORTS /VOICE PORTS)
0
w ED # FLOOR PHONE PORT- FLOOR BOX -FLUSH
(# = NUMBER OF DATA PORTS VOICE PORTS)
0
c
CD
HVAC
o
SYMBOL MOUNTING DESCRIPTION
w
r AS NOTED MOTOR OPERATED DAMPER
N
> AS NOTED UNIT HEATER
C?
O 48 "AFF THERMOSTAT; FURNISHED AND INSTALLED
N UNDER DIVISION 15 WIRED UNDER DIVISION 16
ca I
0
o,
0
CIRCUIT TAG DESCRIPTIONS:
PANEL CIRCUIT. NUMBER IN PA NEL
INSTRUMENT &FUNCTION TAGG ING
-
SB C
P30
fl 15
(4) # 3 !.
CONDUIT SIZE LLL _ FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS
SIZE OF CONDUCTORS
LL
FROM INSTRUMENT IDENTIFICATION TABLE.
CONDUCTORS
FIRST LETTER
ETTE
SUCCEEDING L RS
R 111.1/
NPT
NOMINAL PIPE THREADS
A OR AMP
P RE
AMPERE
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
A.C.
ALTERNATING CURRENT
GND. or GRD.
GROUND
OE
OVERHEAD ELECTRIC
AF
FRAME AMPERE
H. .D.
I
HIGH INTENSITY DISCHARGE
P
OF POLES IN CIRCUIT BREAKER
A.F.F.
ABOVE FINISHED FLOOR
HP
HORSEPOWER
PH or 0
PHASE
A.F.G.
ABOVE FINISHED GRADE
H.P.S.
HIGH PRESSURE SODIUM
PM
POWER MONITOR
A.I. C,
AMPERE INTERRUPTING CURRENT
HSPS
HIGH SERVICE PUMP STATION.
PMT
ER
TRANSFORMER
MOUNTED ORM
PAD M
AS
AMMETER SELECTOR SWITCH
HVAC
�. �.
HEAT VENT AIR CONDITIONING
PNL
'PANEL
AT
TRIP AMPERE
I.G.
ISOLATED GROUND
PSI
-R SQUARE E INCH
POUNDS PE Q
A.T.S.
AUTOMATIC TRANSFER SWITCH
I.D.
INNER DIAMETER
PT
.....POTS MER
A TRANSFORMER
NTI _L
AUTO
AUTOMATIC
IMC
INTERMEDIATE METAL CONDUIT
PVC
CHLORIDE
POLYVINYL CHL
POL
AWG
WIRE GAUGE
AMERICAN E
IND.
INDUSTRIAL
QTY.
QUANTITY
B.F.G.
BELOW FINISHED GRADE
_JB
JUNCTION BOX
RGS
RIGID GALVANIZED STEEL
BLDG.
BUILDING
J.I.C.
JOINT INDUSTRIAL COUNCIL
RVSS
REDUCED VOLTAGE SOLID STATE
C
COUNTERTOP RECEPTACLE
KA
KILOAMPERE
SC
SURGE CAPACITOR
C. or COND.
CONDUIT
KCMIL
1000 CIRCULAR MILS'
SCC
SYSTEM CONTROL CENTER
CB
CIRCUIT BREAKER
KV
KILOVOLT
-SER
SERVICE ENTRANCE RATED
CKT
CIRCUIT
KVA
KILOVOLT AMPERE
SM
SUB- METER
CP
CONTROL PANEL
KW
KILOWATT
SP
SPARE
.CPT
CONTROL PANEL TRANSFORMER
LA
LIGHTNING ARREST OR
SPD
SURGE.- PROTECTIVE DEVICE
CR
CONTROL. RELAY
LC
LIGHTING CONTACTOR
S.S.
STAINLESS STEEL
DESIG
DESIGNATION
LTG
LIGHTING
SWBD
SWITCHBOARD
DIA.
DIAMETER
MAX
MAXIMUM
TBA
TO BE ABANDONED
DIV.
DIVISION
MCB
MAIN CIRCUIT BREAKER
TBR
TO BE REMOVED
DPDT
DOUBLE POLE, DOUBLE THROW
mA
_
MILI AMP
TCC
TELECOMMUNICATIONS CLOSET
DS
DISCONNECT SWITCH
MC
MANUFACTURER'S CABLE
TDC
TELECOMMUNICATIONS DISTRIBUTION CLOSET
E.C.
ELECTRICAL CONTRACTOR
MCC
MOTOR CONTROL CENTER
TYP.
TYPICAL
C HANDHOLE
MFR
MANUFACTURER
UE
- UNDERGROUND ELECTRIC
EHH ELECTRI
EMH ELECTRIC MANHOLE MIN. MINIMUM UH UNIT HEATER ��N§t
EP EXPLOSION PROOF M.L.O.
MAIN LUG ONLY UL UNDERWRITERS LABORATORY .� ' r. V. ';,
OTHERWISE NOTED o •'y
E.T.R.
EXISTING TO REMAIN M.O.D. MOTOR OPERATED DAMPER U.O.N. UNLESS
ELECTRIC UNIT HEATER MS MOTOR STARTER UE UNDERGROUND ELECTRIC pvW V
EUH =
E.W. EACH
WAY MTD. MOUNTED UT UNDERGROUND TELEPHONE �° '° . 4
N A NOT APPLICABLE UV ULTRAVIOLET t7�'`a.•, ,, * ;; '�:`
EX EXAMPLE /
EXH EXHAUST FAN N.C. NORM ALLY CLOSED V V0 ��� k
R'S VAC VOLTS ALTERNATING CIRCUIT
FUSE NEMA NATIONAL ELECTRICAL MANUFACTURER'S FRE FIBERGLASS REINFORCED EPDXY ASSOCIATION VS VOLTMETER SELECTOR SWI TCH
G.C. GENERAL CONTRACTOR NID NETWORK INTERFACE DEVICE (4 POSITION)
W WIRE
GEN GENERATOR N.O. NORMALLY OPEN WP WEATHERPROOF
No. NUMBER XFMR TRANSFORMER
SnM I U.O.N. '
SP ED DSA
48 "AFF SWITCH WITH PILOT LIGHT 48 AFF DISCONNECT SWITCH DUCTBANK
Sm '� DESIGNATION „
48 AFF SWITCH, MANUAL MOTOR STARTER, RATING FRCP 48 AFF FIRE ALARM CONTROL PANEL GENERAL NOTES D THERMAL OVERLOADS TO MATCH MOTOR ...480V SYMBOL KEY
AN TRANSFORMER 0
NAME PLATE DATA
50KVA� FAA AS NOTED FIRE ALARM ANNUNCIATOR
CONDUIT TYP. A. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL VERIFY. DIMENSIONS PRIOR TO �-
^�^Y�1120V ~''� -slzE NEW ,
MOUNTED OTHER DIVISION TRADES TO
ALARM AUDIBLE VISIBLE SIGNAL WALL N CONTRACTOR SHALL COORDINATE ALL WORK WITH
SWITCH MANUAL MOTOR STARTER WITH IVORY, A AS NOTED FIRE. / INSTALLATION CO
48 AFF ❑ » 1 7
ORDER TO
smi VOLTAGES _ WHICHEVER E SYSTEM. LOCATE FIXTURES, DEVICES, ETC. IN
ILLUMINATED HANDLE AT 6 8 A.F.F. OR 6 BELOW CEILING, PROVIDE A COMPLETE AND OPERABLE
TYPE TRANSFORMER IS LOWER Q AVOID INTERFERENCES.
» SHIELDED ISOLATION
NATIONAL mu) smp �-
48 AFF SWITCH, MANUAL MOTOR STARTER WITH
B. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE
PILOT LIGHT AL PULL STATION EXISTING CONDUIT, TYP. AL CODES LAWS AND/OR F❑ 48 AFF FIRE ALARM MANUAL ELECTRICAL CODE, LATEST EDITION, AND ALL GOVERNING LOCAL , /
Sr 48 AFF MANUAL MOTOR STARTER SWITCH FRACTIONAL
S CEILING FIRE ALARM. SMOKE DETECTOR NOTE: REFER TO DUCTBANK REGULATIONS.
C. SYSTEM AND EQUIPMENT GROUNDING CONTINUITY SHALL BE ASSURED AS REQUIRED BY O
HORSEPOWER SCHEDULE 8c PLANS FOR EXACT ;�- ";�
PANELBCJARDS
ALARM HEAT DETECTOR, FIXED TYPE NUMBER & SIZE OF CONDUITS.
APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. """"
PHOTOELECTRIC CONTROL
H CEILING FIRE
AS NOTED Q TYPE "THHN -THWN" U.O.N.; MINIMUM WIRING SHALL BE #12 (POWER �
SYMBOL MOUNTING DESCRIPTION
D. ALL WIRING SHALL BE ..
PROOF WALL
» A AS NOTED FIRE ALARM AUDIBLE ALARM EXPLOSION COPPER. MINIMUM CONDUIT ,SIZE FOR .METALLIC CONDUIT TO BE �"`
LIGHTING CONTACTOR ❑ � WIRE). ALL WIRE SHALL BE C LL ;>"°
48 AFF L CEILING; EXP MOUNTED AT 6' --�8" A.F.F. OR 6" BELOW CEIL ,
R1 _ '3/4" AND 1" FOR PVC. u.i
DESIGNATION � TOP BREAKER NEW PANELBOARD SURFACE MOUNTED
REQUIRED RATING INTERRUPTING CAPACITY
WHICHEVER IS LOWER E. ALL. CIRCUIT PROTECTIVE DEVICES SHALL HAVE. THE �;
--OAF �.
TING CONTACTOR REMOTE
6 F>
LIGHTING O OR GREATER THAN. THE AVAILABLE SHORT—CIRCUIT CURRENT AT ITS SUPPLY
»
ION PROOF,
WALL
EQUAL T
MOUNTED PL S A.I.C.
OU EX
FLUSH M ALARM, a SYMMETRICAL' _ OARD FL VISIBLE AL S SYMME
_ TOP BREAKER NEW PANELB NOTED FIRE .ALARM
N ON OFF CONTROL s V AS N D PUSH BUTTO TERMINAL, .MINIMUM INTERRUPTING CAPACITY. SHALL BE 10,004 AMP , NLC-1 ❑ ,, »
EXP �. BELOW
CEILING; N
G
6 B MS
R a YSTE
MOUNTED AT 6 8
A.F.F. A. F. F 0 7 480V S
NTS LIGHTING CONTACTOR BEING CONTROLLED
6 0 AFF _ M SAND 14 000 AMPS SYMMETRICAL A.f.C. FOR 27 ,� ......
REPRESS FOR 120/208V SYSTEM a
--.- SURFACE MOUNTED
WHICHEVER IS LOWER
EXISTING PANELBOARD
S NOTED DOOR SWITCH
� REFER TO PANEL •SCHEDULES FOR A.I.C. RATINGS.
DS A UNDERGROUND TO EXPOSED
ND I7 TO BE RCS. TRANSITION FROM :UND..
U STATION EXPLOSION PROOF
F. .ALL OUTDOOR EXPOSED CONDUIT
- --- EXISTING PANELBOARD -- FLUSH MOUNTED F 48 AFF FIRE ALARM MANUAL PULL MOTION CONTROL �� E ❑ SHALL BE RCS.
MC AS NOTED M0 EXP
D PVC UNLESS OTHERWISE INDICATED. ALL O
TYPE EXPLOSION G. ALL UNDERGROUND CONDUITS TO BE SCHEDULE.. 40
H CEILING FIRE ALARM HEAT DETECTOR, FIXED ,
CONDUITS SHALL INCLUDE A NYLON PULL CORD.""'
�M CEILING MOTION SENSOR EXP
PROOF
OS CEILING OCCUPATION SENSOR TYPICAL ANNOTATION
FTS-1
48 » AFF FIRE SUPPRESSION SYSTEM TAMPER` SWITCH
FS:
48 fa AFF FIRE SUPPRESSION SYSTEM FLOW SWITCH
1 DRAWING KEYNOTE
0
INTRUSION ALARM SYSTEM PS 48 "AFF FIRE SUPPRESSION SYSTEM PRESSURE SWITCH
SYMBOL MOUNTING DESCRIPTION F-fl DEMOLITION KEYNOTE
INSTRUMENT IDENTIFICATION TABLE
ON TA
CTS
AS NOT INTRUSION ALARM MAGNETIC DOOR C A REVISION TAG
D GGI NG ISA -S5 1 -1984
❑ PROCESS EQUIPMENT TA
K 48 "AFF INTRUSION ALARM KEY PAD
REVISION CLOUD PROCESS SUB AREA
M
AS NOTED INTRUSION ALARM MOTION DETECTOR C> ❑ DEVICE NUMBER
OOR CONTACTS SUB - DEVICE NUMBER
D AS NOTED INTRUSION ALARM MAGNETIC a
❑ AAA INSTRUMENTATION TAG
EXPLOSION PROOF IN
EXP # ## _" 14A
AS NOTED INTRUSION ALARM BELL PROCESS MAIN AREA
F�GMDP --701 PROCESS EQUIPMENT TAG
EQUIPMENT
IACP 48 as AFF INTRUSION ALARM CONTROL PANEL
sF HVAC EQUIPMENT TAG EQUIPMENT:
z HW1
a AC AIR COMPRESSOR MX MIXER
U- TELECOMMUNICATION
AREA NEMA DESIGNATION TAG B BLOWER P PUMP
_ DESCRIPTION 4X SAMPLER
SYMBOL MOUNTING DESC C COMMINUTOR S
z
CFD CHEMICAL FEEDER _ SC SCREEN
a A❑D AS NOTED AUTO DIALER
CP CONTROL PANEL SV SOLENOID VALVE
# OF VOICE PORTS
Y 36 AFF PHONE PORT (# -- NUMBER )
D DECANTER T TANK
N S7 # " = UMBER OF DATA PORTS
36 AFF DATA PORT N ) INSTRUMENTATION V VALVE
CID (# LEGEND PC DEFINITE PURPOSE CONTACTOR PROCESS D
# #
`� F HONE PORT GRINDER
�, � 36 AF COMBINATION DATA/PHONE G G ZS POSITION SWITCH
(# = NUMBER OF DATA PORTS /VOICE PORTS)
0
w ED # FLOOR PHONE PORT- FLOOR BOX -FLUSH
(# = NUMBER OF DATA PORTS VOICE PORTS)
0
c
CD
HVAC
o
SYMBOL MOUNTING DESCRIPTION
w
r AS NOTED MOTOR OPERATED DAMPER
N
> AS NOTED UNIT HEATER
C?
O 48 "AFF THERMOSTAT; FURNISHED AND INSTALLED
N UNDER DIVISION 15 WIRED UNDER DIVISION 16
ca I
0
o,
0
CIRCUIT TAG DESCRIPTIONS:
PANEL CIRCUIT. NUMBER IN PA NEL
INSTRUMENT &FUNCTION TAGG ING
-
SB C
P30
fl 15
(4) # 3 !.
CONDUIT SIZE LLL _ FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS
SIZE OF CONDUCTORS
LL
FROM INSTRUMENT IDENTIFICATION TABLE.
CONDUCTORS
# of SPARE NNNa a = LETTER SUFFIX TO DISTINGUISH BETWEEN INSTRUMENTS
OF ACTIVE CONDUCTORS USER'S CHOICE
IN LOOP WITH ` SAME FUNCTIONAL IDENTIFICATION. (1)
(USED AS REQ'D.) 2 WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
ADD FOR TOTAL # OF CONDUCTORS N N N = LOOP NUMBER
(EX. 8 + 4 = 12 TOTAL
CONDUCTORS
FINA
FIRST LETTER
ETTE
SUCCEEDING L RS
LETTER
MEASURED OR
MODIFIER
READOUT OR
OUTPUT FUNCTION
MODIFIER
..
INITIATING VARIABLE
cn
s
PASSIVE FUNCTION
A
B
ANALYSIS 2
BURNER COMBUSTION
a
ALARM
CLOSE, STOP, DECREASE 1
OFF 1
C
W
CONTROL
Z
D
Z
DIFFERENTIAL
OPEN, START, INCREASE 1
E
VOLTAGE
SENSOR ( PRIMARY ELEMENT
ENABLED 1
F
FLOW RATE
RATIO FRACTION
<
FAIL (1
G
.j
W
GLASS, . VIEWING DEVICE
HIGH OPENED
H
HAND
0
CURRENT (ELECTRICAL)
INDICATE
m
J
POWER
SCAN
<
K
TIME, TIME SCHEDULE
TIME RATE OF CHANGE
CONTROL STATION
L
LEVEL
LIGHT
LOW CLOSED
M
MOTOR,. MOTION 1
MOMENTARY
MOTOR 1
MIDDLE OR INTERMEDIATE
ON OR .OPERATE 1
N
0
ORIFICE, RESTRICTION
OVERLOAD 1
P
PRESSURE, VACUUM
POINT TEST CONNECTION
PUMP 1
Q
QUANTI TY 2
INTEGRATE, TOTALIZE
R
RADIATION
RECORD
S
SPEED, FREQUENCY
SAFETY OR SOLENOID
SWITCH
T
U
TEMPERATURE
MULTIVARIABLE 2
MULTIFUNCTION 2
TRANSMIT
MULTIFUNCTION (2)
MULTIFUNCTION 2
V
VIBRATION, MECHANICAL ANALYSES
VALVE, DAMPER, LOUVER
W
X
WEIGHT, FORCE
UNCLASSIFIED, (21__
WELL
UNCLASSIFIED 2
UNCLASSIFIED 2
UNCLASSIFIED 2
Y
EVENT, STATE, PRESENCE
RELAY, COMPUTE, CONVERT
Z
POSITION, DIMENSION
DRIVER, ACTUATOR,
UNCLASSIFIED FINAL
CONTROL ELEMENT
# of SPARE NNNa a = LETTER SUFFIX TO DISTINGUISH BETWEEN INSTRUMENTS
OF ACTIVE CONDUCTORS USER'S CHOICE
IN LOOP WITH ` SAME FUNCTIONAL IDENTIFICATION. (1)
(USED AS REQ'D.) 2 WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
ADD FOR TOTAL # OF CONDUCTORS N N N = LOOP NUMBER
(EX. 8 + 4 = 12 TOTAL
CONDUCTORS
FINA
•
.�
C4 .,
•
<
w ..
..
..
cn
s
a.
c)
W
Z
w
Z
w
0
%J
F-
w
<
.j
W
0
m
F-
w
<
F-
0
z
<

U-
D
Y
_0
2
0-
rn
0
0
N
m
N
Lo
0
w
0
0
rn
U
w
c
N
ai
U)
U
m
P
n
C3'e
VIA
480/277V, 3 PHASE,
C,
4W
60 HZ SERVICE
rw
DUKE ENERGY
z
W
v
►.a
480/277V, 3 PHASE, cv
EXISTING
4W, 60 HZ SERVICE EXISTING ocs
DUK E ENERGY GY
CT
METERBASE
CABINET ,-.
00
zoc
0
EXISTING'...
S
c+Cs
10QA MAIN
C14
DISCONNECT TO
U
p
z
EXISTING
EXISTING
1 ..
4#6 AND 1#6 GND N 1 C. TRANSFORMER
CT METERBASE BANK.
CABINET
.
ATS --1;
4#6 AND 1#6 GND IN 1 C.
z
H
SERVICE DROP
60A POLE WITH GUY
I
EXISTING <v y
.1 STANDBY WIRE AND ANCHOR
100A MAIN OR
GENERATOR
DISCONNECT v EG-1 EXISTING METERBASE
AND CT CABINET
pp E-�
N
w
EXISTING MAIN DISCONNECT
1 IN 3 4 C.
3 AND GND /
NEMA 3R WIREWAY #6 #fi
EXISTING 1 QOA � EXISTING VALVE VAULT �
DOUBLE
TO MCC31 APPROXIMATE
THROW SWITCH
EPP 8 IN
pp
1 # LOCATION. OF
c_a
FMC PLANT A UNDERGROUND
t DOUBLE THROW
ELECTRIC SERVICE
EXISTING D LE
3 AND 1 GND IN 3/4" C.
SWITCH TO BE REMOVED)
/
2#10 AND 1 10 GND 3 4 C.ttl'r
# / EXISTING VALVE VAULT ! t Jrll►j
tt�1 zi�,r
�1 e�o•w � ff
1
EXISTING 'MPZ-1001 EXISTING
PUMP PUMP
w "�4� •`.
CONTROL - CONTROL ..�•� .:
PANEL PANEL
..
PCP 100 PCP -100
EXISTING PUMP` •••
CONTROL PANEL .,..••`` >�•►
PCP -100
2 #12 AND 1 #12 GND, 3/4 C. Ilttttl�'
EXISTING WETWELL
RTU 100
6
6 6 6
D D D
z a- Z D z 0- Z LL �..
caw Ow ow ow
F=- m F-- m ►--- m F-- m
V) tF_ 0 r¢ in F_ in
LL J
ag o N W o a o
mm Mm �m Mm g N
EXISTING PUMP STATION #1 SITE ELECTRICAL PLAN:
SCALE. 1"=10'
EXISTING ONE-LINE DIAGRAM- PROPOSED ONE-LINE DIAGRAM-
N
uu
NOT TO SCALE
NOT TO SCALE
0
r
>
2 >
LJJ 0 uj
"..
ui
D
cn 0
0
A
N TURAI GAS SERVICE ie
TO GENERATOR co
TO
TRANSFORMER
NATURAL GAS LINE
BANK`
NATURAL. GAS METER
(PROVIDED B
PROVID Y CITY
SILT FENCE
SERVICE DROP
PO H Y EG -1
LE WITH GU
WIRE AND ANCHOR
EXISTING METERBASE
AND C T CABINET
S N M CON
EXISTING MAIN DISCONNECT
pp
{}
EXISTING PCP 100
.--
z
EXISTING VALVE VAULT .r
o W W
2 Q o
APPROXIMATE co
>
co
V_
a
w
W
LOCATION F _ .. w
C 0
ATS 1 NTH WIREWAY
iM
.. OC
UNDERGROUND
w
}-
DA RTU
SCA
e
INSTALLED ELOW
D CD
C}
at z
0
TU
R 100 ELECTRIC SERVICE - • ,--
Z C� p C w
z
to �- - to d c!? c�
w w
CONCRETE PAD
EXISTING VALVE VAULT
0
<t <t 0
--a� a C3 U Cl tJ ,�-
z
o SEE ONE -LINES FOR
¢
POWER AND
v
o CONTROL DUCTBANK
z MODIFY EQUIPMENT RACK:. AS
w
o
N RTU NECESSARY TO ACCOMMODATE
z 100 EQUIPMENT
.NEW ELECTRICAL E IPMENT
0
v
w
EXISTING PUMP
a
v
a
N
N Cco CONTROL PANEL 02 F" A
w w
., PCP 1 Q0
a
{
WW 9 � � � CL
m
m m m
w
MP 100 o LL.
v
d
v c3 0 0 0 v
3 u-
'�" w z
M � � w U- U-
U- w
o I I U z
EXISTING WETWELL
ii..
w _
N N N ¢ Z Z W
Q.
cb O? d' �[
`�' �-- w
v e I J r e i J e I w
¢ o 0 0 0 0 0 0 0 0 a 0
o 0 0 0 o O o 0 0 e
T_ V_ s— T_ r e— r V e^ e
o a a. a a a a a a a
ao U U U U U U U U U d e ' co
m
Fum
1 a a a. a a a. a. a a * ¢
o
v
x <
o U U H p
a c� < < z
N d U
-PROPOSED PUMP STATION #1 SITE ELECTRICAL PLAN n <
SCALE. 1"=10'
w -
:- N
J Z 13L. , Q
N w .r....
J J ^
J J ¢ m 0
m w W CL
� _ z z J
c� _ �,,
0 0 0
0 0 _ d d J
z z _ a. a. z o
z z drw
ow O w _ _ = t- z z n-
c� v c� ca o z o z .r*�`
e m m ,� O a ..� p d
i _ cn t- cn �- � .5 N � , o J = v z C/)
in (r. cn a- cn o cn o cn o (n2 o z
¢ r— w N e— V_ r w
W J J J J m z m z
a o a. 0 1 J i i .- z p�►.t 10 0 S iU 20 30
m e— r J w D Ix e o .'�
Mm mm Wm z Z _ do ¢o p C.) ¢ Z
o > > e > > i to to cn J ¢ : Q
WJ WJ WJ J O ��—
LL. a. cn . 0_09- J . J w J . ��'' w a ¢ ... Q .� .- LL _ w J -
N a z� N o
a o- w� t-
t a o U' � .W. Q }-
RPC SCALE � INCH l FEET DRAWING SHEET
PUMP TATION PUMP
CONTROL PANELONE L NE P Ps 1 00 SC ADA RTU ONE-LLINE
NOT TO SC A LE
,
NOT TO SCALEe
NOT RELEASED
FOR CONSTRUCTION
NO. DATE BY
P
REVISION DESCRI TION

z
LL
LL
V
Z
a
c�
0
0
N
rn
N
L
rn
3
0
W
rn
0
0
0
U
N
w
0
U
E
4)
m
0
0
r
WEATHERHEAD
AND METERBASE
TO BE REPLACED
f
w
k::A:T:S-2
EXISTING WIRING
TO BE REMOVED
1 E
AND CONDU IT T 0
200A/3
l
w
BE REMOVED �.
1.
i
EXISTING ZOOA
1
c
DOUBLE THROW TO BE 'REMOVED
SWITCH NON FUSED
L _ T J 1
2ooA
3
EXISTING DOUBLE
T
i
STANDBY THROW SlWTCH
n ST
GENERATOR
1
i 0 EXISTING PORTABLE {
TO BE REPLACED
E 2
G
-r GENERATOR 1t1llt
�� 1 1t #fir
�- h
CONNECTION
/
w
«
w «
1 ..
GN !
4 4 AND 1 2
D IN 2 C _ v'
04
SCALE
EXISTING PUMP
CONTROL PANEL ANE
¢� «
t
d c.y _
EXISTING
EXISTING LOAD
NOT TO SCALE
=ry Fry ,n
o° as as
EXISTING
_
-PCP 200 3
EXISTING LOAD
CENTER-
..
..
.► a
,. a
cn m
® t 6y 1
..
..
PUMP
CENTER
2 AND 1 GND IN 1 C
�
PUMP
TR 0
CONTROL
EXISTING PUMP STATION DIAGRAM
s
•►
«• Q
�►
CONTROL
PANEL
w Z �
F
.PROPOSED
PANEL
�
�
t
/E
�
�
X11
- 00
PCP 2
f f
PCP -200
r t
LP _ 200
Sc ADA`RTU
RTU -20®
_212 AND 1# 2 GND IN / 4 C.
1 3
°
15 15 15 15
15 15 15 15 \
z
0
c.�
v
d
RTU -100
04
SCALE
04
-._ r -
�° n° a°
NOT TO SCALE
=ry Fry ,n
o° as as
Fo
M 0- 66 _� a6
a
U
EXISTING PUMP STATION DIAGRAM
PUMP STATION
ONE —LINE DIAGRAM
EXISTING PUMP STATION #2 SITE ELECTRICAL PLAN rr
w Z �
F
.PROPOSED
NOT TO
SCALE
NOT TO SCALE
EXl STING PCP -200
Sc ADA`RTU
RTU -20®
z
0
c.�
v
d
a
�-
�-
a
v
z
w
r
r
r
r
g
O
z
_
z
z
z
v
0
z
0
z
0
z
0
z
0
r
O
r
O
O
M
V_
r-
D
D
D
t!3
W
z
a
Z
Z
N
v
z
a
M
®
0
®
I
r
.--
M
it
a
M
M
M
M
N
r
I
r
I
N
i
N
_
w
d'
.1.•
- Y
r
O
_W
Q
O
O
O
0
O
O
O
O
O
O
i
O
0
I
O
O
1
O
O
to
O 0 v
o_
F-
m
N
N
N
N
N
N
N
N
U
N
0_
0_
0_
Q!
0_
0_
0_
N
or
i'
0_
to
i
x
<
LIT
LE
N
v
F-
N
o
15
15
15 15
w
4
rih
m
N N
�-.
0
�.
C�
o
J
w
Q
0-
J
�
Z
O_
0_
0_ 0_
J
o
J
D
®
W
v,
Q
a.
O
P5
cn
z 00..
z 0-
a
z z
a
�- Q
c�
m
m
J
0
o
v
-�
a
N
0w
J
ow
J
Qm
oWW 0w
J J
Qm Qm
- z E--Z
O Q 3:0
.. .,,
zz
cr 0
w
J
0
w z
-� Z
F.
am
to
/fns
�
/toy ►- to
/y
0 0
O
0 0
�
0 0
_
W
o
J N
z
o s-.
J
�-
o
C�1 Q. Z
Q
W
M I � �
w;�
0
V O LL
w0
0) V)
V / {i w/1 V / 4f� M
wo wo
®
N
2z
f"°
2z
r
�q
V
0 H
Q
aN N
.,�
0
mm
m
mm
i»
mm mmN mmN
i I
»
i i
�F
tC3
0
QO
J
`
W
r TO
I —
Z i N
W 1-
_
�.zz
WQ a
0_ in �-
0_ 0-
0_ to �- 0_ N �-
0: it
Q u
Q
J
J d
U d
J .✓ ?-
PUMP
STATION
PUMP
SCADA RTU ONE—LIN
—FOR R
CONTROL PANEL ONE-LINE
(PUP-200)
NOT
T 0 SCALE
NOT R
NOT TO SCALE
>-mLU 0
>
LLJ T
RTU ...200 EXISTING PUMP w
STATION BUILDING (% ,...
LP -200
EXISTING PUM P S TATION
.ATS -2 WITH
F, PAD AND PUMPS
MAIN CB
0
ME TER BASE AND w.
WEATHERHEAD �
w
5
if
EXISTING DOUBLE
THROW SWITCH
TO BE REPLACED
0
c�i
c )
0
U
3
.ONE-LINES FOR �
- S E
E .
N
Z; w
w.
N CONTROL
o :_
POWER AND TR
. cv
C)
IN UCTBANK co
w
tl)
w
0:
ix
a
0
�mZ
i-
_ r
EG 2
0
e z
Z
o
o U U
C
w w 0
EXISTING..- PUMP
PAD D
a
ONTROL P A NEL
'PCP-200'
,
s
NATURAL GAS uJ
LL.
RVICE T
SE 0
T
.....
GENERATOR ` .�
NATURAL GAS LINE
z
SILT FENCE z w
NATURAL GAS
METER PROVIDED w
BY THE CITY
to Z vi
x z 0 >
x < Fw- Z
0
< <
F- Z < 2
CL
'PLAN
0
PROPOSED PUMP STATION #2: SITE ELECTRICAL
SCALE. 1 » =10 a
x
W CL
D
10 0 5 10 20 30
FINAL DRAWING GRAPHIC SHEET
C SCALE 1 INCH = 1Q FEET
WPURPOSES ONLY
.VIE
4%SED F OR
1 NO. DATE BY
REVISIO N DESCRIPTION

z
LL
LL
z
Y
U
Z
n.
0
d-
0
N
N
3
w
0
0
v;
V
N
w
C
g
2
v
a�
aEi
cn
m
m
0
O
0
cv
a
ro
crs
H
c*i
acs
3W ►ter
C-4
I TCNG 240V 3 PHASE, �-+
EXISTING 240V, 3 PHASE, 3W,
EXISTING ,
60 HZ OVERHEAD
SERVICE
60 HZ OVERHEAD SERVICE DUKE ENERGY
t
DUKE ENERGY 0 440)
acs
T
EXISTING ME E RBASE
C7
M
E
TERBASE
THROW SWITCH
V
IS
T
EX TIN G DOUBLE
ME RBASE E
R
TO BE E H
REMOVE THIS
{
REMOVED)
4#3/0 IN
2 C.
PORTION OF
WOODEN FENCE EXISTING PORTABLE
GENERATOR DISCONNECT
---� ATS _ 3
SWITCH. AND GENERATOR PLUG
EXISTING WIRING (TO BE REMOVED
TO BE REMOVED CONDUIT TO 1 15
QA 3
z
BE REMOVED EXISTING CO NTROL P A EL
w w
a
EXISTING 200A
_1_
PCP-300'
1
�.
DOUBLE THROW
l-
1
TO BE REMOVED
RACK
EQUIPMENT NT R
SWITCH NON FUSED L _ J
EXISTING _Q
T
T
150 l
A 3
STANDBY
0
OR
Nil
.EXISTING ELECTRODE UNIT
0
GENERATOR
1
PORTABLE
EXISTING � F W TWELL
i TO TOP 0 E
� G 3
.MOUNTED
E 111ii
t
i
1
i
1
GENERATOR 1
i
G
1
f
♦
f
!
w
CONNECTION
s
s ✓
0
rs a
Y ✓
r
r y
......
1
GND ' IN 2
1/2
`/.
0 AND , �?.
4 v.
I
I i��
i�
R WIREWAY
N NEMA 3
EXISTING
i
ENCLOSED
1
® ...
.EXISTING WETWELL mac y �
I I � a • � .�.
CIRCUIT
•
N
C :.
s
1
.. •
I BREAKER I .. •
s
y .d
s
• + ',►
f �'y
T
V • •
2
AND 1#6 GND IN 3/4- C. i ,.,•
s �a
f
♦
!
f 1
1
f 1
I 1
i
JIIli1 1
11
1
EXISTING
EXISTING VALVE. VAULT
PUMP
LP-300 _ EXISTING
l
CONTROL
PUMP
'PANEL
CONTROL
'PCP-300'
PANEL
PCP -300
2#12 AND 1 #12 GND IN 3/4-
Cs
0
10 10
s
RTU 300a .
PLAN—
N
10 I -AL E XISTiNG PUMP STATION # 3 SITE ELEGTR G
SCALE1"=10'
LLJ
r. N 04 C14 z
LL O Q- 0 --41::: Z#z F # ,e
I
CL n co W
CL CL a M
0
1
t� z
1JJ
t . . - i . . • ® ® 111 i O
_! J U S w Z
<Cm
F- cn
NOT T
TO SCALE N
U p
J w
O O
= W
-
o^
v Q
i-
.-. Q
N
AWN E-�� H�OM F=Xn F-�M
ado U� I U� I U� I UV) I
M
I
�Z
a0
�Z
w
O
M
dF_-
�C9
W
ZO
CL D
�m M �Z m 0 Z D Z 0Z
W w w w
Z� J
D
Q O
g
4 O
tL
p
ta....
W W
C9 .... <[-
Q Q- V) a
a� a Z�- I Z( J Z v),-1
tL�
<C
PUMP STATION
PUMP
SCADA
w C
ONE-LINE_
0
(PCP-300)
NOT TO
SCALE
,
NOT TO grAI F
CONCRETE PAD
EG 3 ,
,.-
0
EXISTING 'METERBASE
EXTEND EXISTING
�1-
WOODED :FENCE
RTU-300
NATURAL GAS S
SILT FENCE
GENERATOR
ATOR
NATURAL GAS METER E
EXISTING
.PANEL.
PUMP CONTROL
N
RACK
XJ T{ G EQUIPMENT
E S N
EXISTING PCP-300
N
NATURAL
GAS LINE
a
U
EXISTING ELECTRODE
UNIT
a
v Z
W L
o u
uJ
cYa
w
tY
8
ADA' RTU
�
O,
m Z
Z
v
SC
T G WET. ELL b
� t
tra a
a
z
r
.._
0
E-
o J
ELECTRODE E HOLDER
w
o
-
30 0
�
z a
z
ELECTRICAL
E
EXISTING V
VAULT
aumom
F
Z
_
w
W
w
E Q UIPME NT RACK U
0
O U
m m
m m
Q
w
a....R
U
U
O O
O
0
o
v
Z z
D t
Z Z
to to c
cn
a
V`
_ V
cy) z
z w
w
U
v (
(!? t
to ,
C�
,e) x
U
x
Z U
3
Z _
�n v
_
_ M
J �
l
d� �
�t•
z
X W
x X
W W
W W W
W
t�
(
W
PROPOSED
ELECTRICAL PLAN d
z
cs I
I
i 1
1 J
J I m
0
I I
I J
J o
O
oo
.. A
m „
ALE. 1
1"=10'
.,..
„�...,
Z
O
C) C
C) U
U U
U
U
U U
U
IL 0
0-
N
U
U
Q O
\V \V \
\v V
V 1
P
10 1
10
J
W
Z
N W
-1 0
0-
� �
�r✓'
a z
.. N W
J J
J
Q
z
D
Z) D
D J
J W
W -� �W J �
�W Q
a a
a z
"! Q
Q Q
Q
10 0 5 10 20 3
30.
O W O W J Li _! �= J J= F- O Z O Z
<Cm
F- cn
Qm ZO^ Z Z° Z Z" Z2-
F- cn O �- O o 0 0 0 0
o
U p
J w
O O
= W
.-
i
o^
v Q
i-
.-. Q
�W�
ate°
AWN E-�� H�OM F=Xn F-�M
ado U� I U� I U� I UV) I
M
I
�Z
a0
�Z
w
O
M
dF_-
�C9
W
ZO
mm
�m M �Z m 0 Z D Z 0Z
W w w w
Z� J
Q O
g
4 O
tL
p
ta....
W W
C9 .... <[-
Q Q- V) a
a� a Z�- I Z( J Z v),-1
tL�
<C
PUMP STATION
PUMP
SCADA
RTU
ONE-LINE_
CONTROL PANEL � N E -LINE
(PCP-300)
NOT TO
SCALE
,
NOT TO grAI F

z
UL
U
Y
U
Z
d
C)
_
Nr
0
N
a>
N
L
3
0
W
rn
0
a
CD
.r-
ca
D
v
U
N
w
a
0
V
L
a)
E
N
m
0
0
O
DI
EXISTING
200A CAT
'ATS -4'
X1 TIN G
E S EXISTING OLYMPIAN EG -4
ENCLOSED
125 KW, 0.8 PF, 480/277V,
CIRCUIT
3 PHASE, 60 HZ 188A
BREAKER
EXISTING NEMA 4X SS
WIREWAY
EXISTING EXISTING EXISTING
CL OS ED ENCLOSED
EN
ENCLOSED
STARTERS STARTERS STARTERS
EXISTING EXISTING
MINI
P
PUMP
250A 3
250A/3p)
_ l l
..POWER CONTROL
ZONE
PANEL
"a a
' — 400
MPZ }
PCP
10 K VA
LIT
3 4
4
2# 12 & 1 #12 G
ND IN 3/4- C.
t
w
W
U
Z
EXISTING ENCLOSED PUMP
STARTER #3'
EXISTING ATS` -4 r
E ,..
r-•t
cxs
sac
EXISTING MAIN BREAKER
X
TI G ELECTRICAL.
EXISTING
�... EQUIPMENT RA CK
x
csc
z
w
EXISTING PUMP CONTROL
v
PANEL PCP -400
0
- EXISTING ENCLOSED PUMP
WET STARTER #1 ILI
I
WELL
EXISTING ENCLOSED PUMP
a
S RT R 2
TA E
w
VALVE
E
FTl
VAUL EX STING 'MP
Z'
f
t
HOIST
lea9
PAD
S
1
Oi
i
1
i
1
t t
cn
t
♦ � pt
t !
t
♦
r
o y
.r
•
sir p►� i.Y
• e
N
M
0
r
r
t' �►♦
,
0
! 1
/ 1!
1011
EXISTING PUMP STATION #4 SITE ELECTRICAL PLAN
SCALE:: 1 00=10' F- F
.,.� w
2
c w
w 0 F—
EXISTING ENCLOSED PUMP
STARTER #3 � CL
0
EXISTING ATS -4
EXISTING MAIN BREAKER
RTU -400
EXISTING ELECTRICAL
COAX CABLE - EQUIPMENT RACK`
IN CONDUIT __.� -�-�.
" "1 SILT FENCE
INSTALL YAGI ,,�...-
ANTENNA ON , EXISTING PUMP CONTROL
x
EXISTING , t PANEL PCP -400
LIGHT POLE° EXISTING ENCLOSED PUMP
WLT STARTER #1
WO
EXISTING ENCLOSED PUMP
p STARTER #2
VAU � � � EXISTING 'MPZ' °' .
C) Ir -c
tr }' ! J limit ;
©
MY/
cr ti_
4
lili iT ® Ci z �' e
m II-- co 0 co z ca
a
3:
w
U)
�r �F
Z <
C)
Z
w
CL Z
Aomft C/)
u 0 F-m >
w
Z F- A00046
< < u
....�..�
F,`
z F�
CL Cf)
PROPOSED PUMP STATION #4 SITE ELECTRICAL PLAN?
SCALE: 1"=1 0'
w
14 0 5 10 20 30
Ili �� �� I W W W (n F J� J J m �'
n�. o_ d-. J J z 2 0 z (�
--'.
" Qvj
cn � Q � cs
F- J Q
FINAL
D
GRAPHIC SCALE 1 INCH = 10 FEET
SHEET
Q_ W
v w
� a`.. 0%.'
w
a J >-
M P SCADA RTU
ONE LINE
—FOR
REVIEW
PURPOSES
ONLY
CONTROL PANEL ONE -LINE (PCP -400) " °T �° s ° "`E NOT RELEASED FOR CONSTRUCTION
NOT TO SCALE NO. DATE BY REVISION DESCRIPTION

z
e(
LL
Y
U
Z
CL
ti
ch
et
0
N
rn
N
u')
to
O
r
LtJ
CD
0
0
A
N
C�
C
0
)
w
c
N
U
m`
E
4f
N
m
Cn
O
0
EXISTING 240V 3 PHASE, 3W,
h- LL
< Zoe ZZ, ZZN Z=
O
JUW
F-
EXISTING 240V, 3 PH ASE 3W,
.-
60 HZ OVERHEAD SERVICE
Q .. Z
t� Q
�n o
1 a s
V) � N tY
0 v0 U O 1 U O 1 Oo 1
a s ,n � I cn cn cn I
0 HZ OVERHEAD SERVICE
6
z
x D
DUKE ENERGY
O
d.
C9
W
Z 0
a
DUKE ENERGY
O
METERBASE
O
J
J
cLa
C9..� Q j'
Q aaP-
METERBASE
1-
Q..
Qv
3#3/0 IN 2- C.
PUMP
SCADA
RTU
CANE -LINE
CONTROL PANE L ONE-LINE
(PCP-500)—
ATS -5
-ro
TO BE REMOVED l
�•`''' EXISTING WIRING
AND CONDUIT TO
NOT TO SCALE
l 20OA/3
E
BE REMOVED
EXISTING 200A _le
DOUBLE THROW
- L
TO BE REMOVED
PRIMARY DEADEND POLE
SWITCH, NON .FUSED - i
T
T
150A 3
/
WITH 3 PHASE TRANSFOR
STANDBY
GENERATOR
f
PORTABLE
EXISTING 0
EG 5
—
-� GENERATOR
e _ CONNECTION
NEMA 3R WIREWAY
M
_ 3 #3/0 AND 1#6 GND IN 2 1/2- C.
I
2 AND 1 GND IN 3/4" C.,
/
3 # 2 AND GND 6' IN 1 C.
EXISTING
N
PUMP
_
500
EXISTING
E
CONTROL
L
PUMP
PANEL
CONTROL
'PCP -540'
PANEL
'PCP-500'
2 #12 AND 1#12 GND IN 3/4 C.
15
ED-
a _.,
RTU 500,
15 15
z Z
O o
-
_
a ¢
z
o 0
F- f- N
-
_
¢ Q
r- N
a n 0ao
_t-N`
(� U?
�
g M m:2 0
N
>> I �� 1
aa.o a ao
D
a-mm aaa
e
EXISTING PUMP ST ATION O NE LI NE
P M P
PRO POS ED U
STATION O NE L INE DIAGRAM-
NOT TO SCALE
NOT TO SCALE
PRIMARY DEADEND POLE
WITH 3 PHASE TRANSFOR
EXISTING PCP-500
:SCADA RTU
RTU --500
z
O
i*
E- -
f--
-
ELECTR ODE HOLDER
o
z
0
o
10 BOX
JUNCTION
w
z
O
Z
o
O
U
U
U
z
Z
J
J
J
J
W
x
DO
Q
m
Q
m
Q
m
d
O
E-
0
}-
U
U
U
U
W
0
j
o
0
0
o
U
0
z
o
o
z
Vi
Z
to
Z
V)
z
cn
z
w
A
d-
U
U
Q
U
U
V)
cn
vwi
V)
cn
M
�d-
O
Z
O
z
�
z
C.�
z
C�
z
c�
z
�
U
A
a
Z
Q
3
—
F--
_
H
—
F-
T
F-
_
H
�--
�
r
.,
X
W
X
W
x
Lv
x
W
x
W
X
W
N
r
I
00
I
N
.-
1
W
a.
M
(
L6
1
i
�
1
00
1
00
1
co
'W
"I
W
J
>
O
O
O
o
O
0
0
0
O
o
O
O
©
o
O
o
Q
O
U
o
%­o
d'
ej'
Q
U
o
L0
a
L0
Lo
L0
L0
CL
L0
a
L0
o,
Q
to
1
i
x
N
CL
a�
tUi.
a-
-
0
0
H
Q
O
N
a
U
15 15
J
W
Z
Q
J 0.
a
W
W
W J
z
Q
r- N
.. _
Z
z
Q.
J
W
_1 _:J -J _1 -i
W W W
Q Q
p
J
Q Q
U
- z z >
w
JLi.
> > > r
w w w
J� J� J C�
O O
z
_ O
z
zO
z
Z
Z O
H
Q
h- LL
< Zoe ZZ, ZZN Z=
O
JUW
F-
OQ
F-
.-
UJ
Q .. Z
t� Q
�n o
1 a s
V) � N tY
0 v0 U O 1 U O 1 Oo 1
a s ,n � I cn cn cn I
w
z
x D
2
o!
O
d.
C9
W
Z 0
a
z z
Z) :3 1 �W � a W(n 0 W� 0W V)
z�J Z�_1 Z(n�
O
J
J
J
cLa
C9..� Q j'
Q aaP-
CL 13- °- Z�_J
1-
Q..
Qv
PUMP STATION
PUMP
SCADA
RTU
CANE -LINE
CONTROL PANE L ONE-LINE
(PCP-500)—
NoT
-ro
ScALE
NOT TO SCALE
V U
wzW
c
N
oa
ELECTRICAL
EXISTING ELECTR
�c
EQUIPMENT RACK (TO BE cv
00
REMOVED)
C6
EXISTING DOUBLE THROW
SWITCH (TO BE _REMOVED .�
PUMP CONTROL
EXISTING
sxs
N RATOR PANEL 'PC
P-500'
500
.EXISTING :PORTABLE GEE
BE'RE REMOVED)
CONNECTION TO M
C , G PUMP STATION
EXISTING
EXISTING SERVICE DROP STATION
EXISTING PUMP S. O
POLE AND METERBASE CONCRETE PAD
CQNC
p
H
cn
cs4
MER
vpp
w
Ali
t _t tt
ft
s
/ 07 N V�
.rr
as
.w
1
Z. z • °r `
e
«
<C
v-
.
I
S
r `V
3
c�
f
!
r
i
EXISTING PUMP S TA TION 5 S IT E ELEC TR #C A L P LA N
0 a
SCALE. 1"=10'
N
EXISTING PUMP CONTROL CD
PANEL PCP 500
EXISTING #""'
X STING:- PUMP STATION.
EXISTING SERVICE DROP ENCLOSURE W
O
P STATION
EXISTING PUMP METERBASE .'
POLE AND E 2
L
CONCRETE
PAD
....ELECTRICAL
EQUIPMENT
TE PAD
CONCRETE RACK AND 0 E
A
w---
1
`ter. — _
f
ATS 5
pp MPZ 500
3
�r
RTU -500
M
ER
/
= CONCRETE PAD
EG 5
0
p
SILT FENCE
1 NATURAL GAS SERVICE
TO GENERATOR
NATURAL GAS METER L GAS LINE
Vf ED Y CITY) (PROVIDED B D
}
0
v
0
o w w Lo
Q - a
v
�- w
w
w
d
O
z i z
0
z
c3
v-
m O Z
-
r� c�
0 w < w 0 v
UJ
PROPOSED PUMP STATION 5 SIT E ELEC TR #CAL PLAN ##
SCALE »
1 —10 a 0
CL o
0 Z LLM F z
o%,,o L 0 Lu ,�+�"'"
w
F— W
Z W
f Z >
0 w
r r% to
ler% LLM
- z i.i..'
ads
z
CL CL <
�r
aaw.
0
10 0 5 10 20 30
W PUR

z
a
w
w
D
U
z
a
C
7t
cei
0
N
Gri
N
L0
3
co
a
w
0
It
0
N
0)
C
ca
0
U
w
c
rn
a�
U
E
a�
W
m
a
r
0
D
(0
:��
D D S D :D
i-
W
>
W W O
QO QO
-ice J�
UJ
J
Q�
� tD
E X I STING 480/277V, 77V a 3 PHASE,
r,. a s a n_ _
W
J
i-
a .� ¢ .�
w 0- C2
Z i
' 'HZ OVERHEAD SERVICE
4W 9 6 0
CL
CD
EXISTING 480/277V, 3
/ PHASE,
STATION PUMP
SCADA RTU
DUKE ENERGY
CONTROL
PANEL ONE-LINE
(PCP-60,O)
NOT
TO
60 HZ OVERHEAD SERVICE
4W , E
NOT TO SCALE
DUKE ENERGY
EXISTING
0
ME TERBASE
EXISTING
M E TERBASE
EXISTING
NCLOSED
ENCLOSED
CIRCUIT
ENCLOSED
.BREAKER
CIRCUIT
3 #3/0 AND 1#6 G ND IN
2 1/20 C.
BREAKER
REMOVE WIRE AND
CONDUIT
ATS -6
3#3/0 AND 1 #6 GND IN
2 1/2- C.
TO BE
REMOVED
_1_
EXISTING
200A
DOUBLE
THROW
SWITCH
L _ J
EXISTING
`
125A 3
STANDBY
EXISTING
ENCLOSED
e"�
GENERATOR
ENCLOSED
EXISTING PORTABLE
CIRCUIT
EG -6
CIRCUIT
GENERATOR CONNECTION
BREAKER
BREAKER
EXISTING NEMA 4X SS WIREWAY
EXISTING NEMA 4X SS WIREWAY
EXISTING
EXISTING
EXISTING
EXISTING
ENCLOSED
ENCLOSED
NC
ENCLOSED
.
ENCLOSED
STARTERS
STARTERS.
STARTERS
STARTERS
EXISTING
EXISTING
EXISTING
EXISTING
MINI
10QA 3P
1 00A 3P
PUMP
CONTROL
MINI
100A /3P
100A 31?
PUMP
CONTROL
POWER-,
/
/
PANEL
POWER
PANEL
ZONE
MPZ
'PCP -600'
ZONE
,
MPZ
'PCP -600'
10 KVA
LIT
_ 10 KVA
LIT
3 3
3 3
LE
LE
25 25
25 25
>
z Z
O� OJ
Z Z
O� 0J
O
J J
�� Lt.
F- P
m m
U
� W J
z v W
H F-
m m
a� Q _—
_ W _i
z U W
F- (n N F- (n
(nx� (nx
?
O W
Q
H V) N F- (n r-`
x� V) a'�
V)0 W
W N W
a-�aO o-�aO
�m�0 �mM�
Q V) J
�z
F-<i �
W N W .-
o..�n.o a�a.o
:2 m:2
-J
4
�Z
mom 1 � I
a cn a ci t1 fn a n
J
D F- _
mmm�
Z) :D o
�
a (n d 0.. 0_ EL
�`� O_
ry -
F-
X TI PUMP POWER.
E IS NG STATION :ONE -LINE
PROPOSED
T TIO N POWER
PUMPS A
ONE L INE
NOT TO SCALE
NOT TO SCALE
EXISTING PCP -600
SCADA RTU
RTU-600
JUNCTION BOX
_
Z
o
d
0
z
w
v
v
�r-_
-
o
v'
U
w
M
J
--I
J
M
W
m
m
Q
_m
a
U
U
v ,
V
y
r7
�
rok
I
�-
�-
U
U
Q
Ll-
N
04 N
N
u-
Z
N
r7
d'
to
co
t*-
M
U
Q
ci
>
4
O
o
l
o
0
l
o
0
I
co
0
i
0
0
O
0
0
0
.-
w
O
IL
a_
�
a
0-
1
�
M
Q.
0o
v
v
v
v
U
v
cv
ao
.-.
a
H
Q
co
co
io
co
U'
25
25
LIT
LE
>
o
I
CL
I
a
I
�
r
I
Q
a
Q
N
U
W
J
W
J
m
OD
V)
to
-�
w
W
m
W
m
z J
W W
a
W
_ _a
Q.
��
V) W
oa
V) W
=
0 z
__ Q
z
-4
�
J
~
Z
Z
W
>
Q
Z
d
® J
0 Q
o Q
w F- z
Or
i
(n
Q (n
Q
.- -„ W CD
JO >y� i D
O p
J Q
U Z
Q
F-
..
fie-
F- N J J W
O (/) O W
N W O J ~
= I1J
~
�
0.!
U Z
� —W �
a a O
a s
�F- 2z
O _ .1 ! �
mZ
a.. Z
O
O ZU W
O F--
(0
:��
D D S D :D
i-
W
>
W W O
QO QO
-ice J�
UJ
J
Q�
� tD
o
�� Z
(G
r,. a s a n_ _
W
J
i-
a .� ¢ .�
w 0- C2
Z i
CL
CD
PUMP
STATION PUMP
SCADA RTU
ONE -LINE
CONTROL
PANEL ONE-LINE
(PCP-60,O)
NOT
TO
SCALE
NOT TO SCALE
V
wz W
rl)
Z
w
ca
00
u z C-4
00
0
00
U
a 2
EXISTING CRANE
EXISTING CONCRETE PAD
EXISTING VALVE VAULT
U
EXISTING WET WELL r
EXISTING ENCLOSED
�i
PUMP STARTER #1
EXISTING ENCLOSED`
PUMP STARTER #2 w
� r pp
EXISTING NG PUMP CONTROL
,
PAPANEL PCP T 600 ,
EXISTING ELECTRICAL
r ri
e
-
EQUIPMENT EXISTING MPZ
P ENT RACK
Q M
X S N DOUBLE -THROW
E I TI G D
11ltflli
SWITCH TO BE REMOVED)trf�
t
1 !
♦ �j
e
s
s'I
•/
•
r
♦ • s
EXISTING MAIN BREAKER •. � . r
r+
i
1 e • �
• e
V
r • s
,r A7 y
Ni
1++
{
e e
.rr s
0
�4t
s
w • •
i
w
Y�.
r r
d
Q
V
j
I
i
t
t
II1i
1
1V
I
0
V1
L1a.!
0
LIL
0
0
EXISTING CRANE
EXISTING CONCRETE PAD
EXISTING VALVE VAULT
EXISTING WET WELL
EXISTING ENCLOSED
PUMP STARTER #1
EXISTING :ENCLOSED ,�t .,... -
PUMP STARTER 2
#
� Z
m
1 C) ` 3
".INSTALL YAGi ANTENNA
Z
EXISTING PUMP CONTROL ..
EXISTING LIGHT' POLE- -
c� ° >- u� w C
PANEL 'PCP-600' �` N
Q co o
in
cr
EXISTING G�
Ix
it
LLD
X NG ELECTRICAL
- EXISTING MPZ
va
Z. m Z
l c�
EQUIPMENT 0
RACK
i°-
r z
Lls co
ATS 6
� Z
r it1
t!3 t3 tt�
RTU -600
0,
0-j w f3 -
� -� U C3
:..MAIN EXISTING BREAKER
E
rtloo
: , r
t
NATURAL
GAS SERVICE
i✓
e 0
REMO VE FEN CE
TO GENERATOR 0 co
REINSTAL L FENCE NATURAL GAS ET
ER A
PRO DED BY E CITY)
- -ADD HAR LINK FENCE 0 N
L
t
W Z
CONCRETE ` PA o Z W
l�iww
EG 6 - -}- :NATURAL GAS LINE
o M w
SILT FENCE
w >
< z 0
r r% CL < U'.
: %�j :>: W
PR P OS ED PUMP STATION #� SITE ELEC T RICAL PL^N Z
Z
"'
U)
X
W
10 0 s to 20 30-
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION

z
LL
LL
D
Y
U
z
m
CL
n
er
iri
v
O
N
rn
N
u
rn
3
0
w
0
r
0
v
c
L
Q
c
U
U
N
w
•m
g
tv
m
aEi
N
m
O
r
O
d'
METERBASE
METERBASE
3 #3/0 IN 2" C.
6
ATS -7
TO BE REMOVED ° EXISTING WIRING
AND CONDUIT TO l 20OA/3
i BE REMOVED
EXISTING 100A -1
DOUBLE THROW f t-
SWITCH L T_ J 9 TO BE REMOVED 150A 3
T ri STANDBY
GENERATOR
EXISTING PORTABLE EG -7
GENERATOR
s4--
_ CONNECTION
- 3 #3/0 AND 1#6 GND IN 2 1/2- C.
I
R WIRE
WAY
3 AY W
I
3 2 AND GND 6 IN 1 C.
2 AND 1 ' GND IN 3/4" C. #
EXISTING
PUMP
CONT ROL
LP -700 EXISTING
R
PANEL PUMP
:CONTROL
PCP -700
.....PANEL_
P --
CP 700
AN 1 1 - 4 C.
2 1 2 D # 2
GND IN 3/
20 20
RTU -700
20
20'
z z
O o
Z Z
Q Q
0
O
F- F-
H
T- N
Q
Q
F- .- F- N
4 V)
:D Z) I �O
r
N
0_ Q_ O 0_ CL O
mQ_fl..
:3 :D I :D :D f
0_ CL 0_ o_ n_
EXISTING PUMP STATION ONE—LINE DIAGRAM- PROPOSED PUMP STATION ONE—LINE DIA GRAM
T T
O SCALE
NOT TO SCALE NOT
EXISTING PCP -700
S C AD A RTU
�7
RTU Q O
z
O
F
F^
a
F-
0
- - ELECTRODE HOLDER
� z
0
0
JUNCTION BOX
w
z
Z
0
0
U
v
O
Z Z
W w W W
W
Ci'
w
m
m LYt m
x Q Q ' <C Q cn
O O U U U U
h
Ix
0 U
U 0_ cr- W
U
O O
O O
O O C1) V) V) Ln A -
z Z Z Z z Z
O
mot• v
O W w w w
v
o Q
U
U
co to to Ln
M
t,.
A
0
U' U 0 0 0 w v d.
Z Z z
Z Z
�'
Z
Z
s
F- F- F- I-- F-
w
M
—
x x x x x �}• .
x
1 f
d•
P
W W W
W W a- N N'
� W � � 4J
M 1 !
0_
N r�i d �ii o f 00 a
W 00 00 d -, ..0 �m 0 o
O
O O O O
O o O -C� co 4
U
O Q- n_ n. 0_ 0_ 0- 0_ CL {L >< U U U U U ^ h
'
x
U U U U !
N 0- n_ n_ n a- 0_ 0_ n_ a, 0 CL 0- (n o
04
Q U
20 20
W
Z
Q
J
a
J J Z O
.. W
W
4
N Z Z CL
<r z
z
W ¢ J w � � J
O
z > > O U
0 0 w w w
Q
W
= F-
Z Z Z
Z-
F- F=- W O O U _ 0_ 0!
— - � Z O
U W
F¢-�- la-N � ."' QZ �ZN Z_.- 2 J� _� '- 0.1 ~ Z
M CL CL � ��ZM'nZ Z =�_ o QO �� Z� FINAL
f.- 0_ D_ Z W J Z L'� Co Z W J Z 0 Lid J O _! J J d C]�.i C'3 aW.i "� )'
Q 0_ CL n_ CL _ Ln _ co _.,. (o .. — (!) F- Q ... Q
-FOR REVIEW I
PUMP STATION PUMP SCADA RTU ONE-LINE.
CONTROL PANEL ONE-LINE (PCP-700
NOT TO SCALE
NOT RELEASED F
NOT TO SCALE
W4 z
F=4 Z::3
W
U
tai �
TO PRIMARY
POWER POLE AND
TRANSFORMERS
—Ar<lp 00
EXISTING PUMP
STATION ENCLOSURE U
ILI
EXISTING PUMP rte.
CONTROL PANEL / X=+
(441) 0
'PCP -700' / 0-4
cr
1 /
-INN
pp
/ �..� � a 1�tttiltttttj
w f
♦ r
I rr
s
I
. ,.►,
/C
4
V
...
--w
C/)
.. tt)
M
.-
�• "w.
V
EXISTING SERVICE DROP k.. � • �
t7
. •
a
DOUBLE
POLE, METERBASE, i
P M B UBLE
t
1
THROW SWITCH, AND _ �► �
--•.., 11111
PORTABLE
lIs11
G
CONNECTION. ALL TO BE
REMOVE EXCEPT FOR POLE -
D
0
EXISTING PUMP 7 S ITE ELECTRICAL PLAN
CJ
_
. hi
SCALE, 1 » 10 a
LLLJ
z
�j
0
♦♦^^ z
VJ
yt
0
.BINARY
TO P W
NATURAL GAS LINE Lu
POWER POLE AND
w w
TRANSFORMERS Q.
•
NATURAL GAS ATU G METER
r
(PROVIDED BY CITY
i
0
NATURAL GAS SERVICE
1
TO GENERATOR>
w
t
w F-
0
t
w �
.�x
/
EXISTING PUMP
STATION ENCLOSURE
/ I
_ z
/
t _
... i
EXISTING PUMP
/ 1
CONTROL PANEL E
3
PCP -700 0') � � 3: • r. 'qf Z
�- S S
RTU-700 � � O � � w �
O >- q .... ....
O
w w ,
\ d w
W
z rte z
�,, 0
ATS 7 / �, EG 7 r-
Z t!1
I
>
O
® j Z
1
O INSTALL YAGI 1411 � 0
ANTENNA 0 N EXISTING CONCRETE -3 Q w Q w
4v --
SERVICE DROP PO
PAD
0 LE ,
ui
(0 t
z
Al
A'
z
e7 0 S ILT ' FENCE 0 < 0 w
0
METERBASE LP
.ELECTRICAL - EQUIPMENT
RACK AND CONCRETE PAD F-m <
< W W
F a F-m
z W >
Z
CL w LL
2 w
CL
PROPOSED PUMP TATI N SITE #7 ELECTRICAL PLAN,
» a
SCALE.: 1 10 F-- CL
w
10 o s 10 20 30

Q
U-
Y
U
z
a
Lo
M
M
0
N
0).
N
Lo
3
co
0
LiJ
rn
0
0
V
CA
rn
c
ca
U
a)
uj
C
a7
O
U
a`)
E
CA
U)
m
rn
0
r
0
C
cn
00
u z
AWk
00
TO PRIMARY
POWER POLE AND _ EXISTING METERBASE «
TRANSFORMERS DOUBLE THROW SWITCH,
-� AND PORTABLE
sE GENERATOR CONNECTION +
i (TO BE REMOVED ) I~
c - se
- ---._. ATS 8
EXISTING FEEDER w
EXISTING WIRING SF (TO BE REMOVED)
TO BE REMOVED I AND CONDUIT TO 150A/3 "
BE REMOVED
�-*
i
EXISTING 100A , , 0-4 H
DOUBLE THROW
TO BE REMOVED
SWITCH L _ J I
T 150A/3
T r1 STANDBY I-
A GENERATOR I
i EXISTING PORTABLE EG 8 p I
e _ _.r ► GENERATOR
. _ CONNECTION _ EXISTING PUMP CONTROL t li 11frj�l
��►�° rffi
1 ND IN 2" C. PANEL 'PCP -800'
3 #1 /0 AND #s G R WI WAY �jf
NEMA 3 RE
EXISTING PUMP STATION .- `�`'•
U _ CONCRETE PAD zi _ ...
EXISTING PUMP ...,
" STATION ENCLOSURE .►
'» y «aF «
3 2 AND GND 6 IN 1 C. .- �.
0 2 AND 1 GND IN 3/4- C. # .. �!1
« •
i / « «
� r
V
1
E�IM
1�
EXISTING
PUMP—_
EXISTING __
CONTROL.:. LP 800 .�..�....__
PANEL
PUMP — l
a _ CONTROL
�� �
'PCP-800' R
0
PANEL
'PCP-800'
212 AND 112GNDIN34 C.
7.5 7.5
O
'RTU-800'
7.5 7,5
z z
0 0
Q a z
� N 0 0 z
EXISTING PUMP STATION 48 SITE ELECTRICAL PLAN
CO 74k " U) F-
N d Q » r
,..i.�r
_
00 ora cn
SCALE... 1"=10' Lu
N
as
a m a a. a o o_ a o :2:20o
m 00 oz) r� Lu 0
r�� z
V)
EXISTING PUMP STATION ONE-LINE PUM P STATION NE LINE DIA RAM
t�
LP -soo
NOT TO SCALE NOT TO SCALE ..
U1
O
RTU Soo
z
- N 0
.._ EQUIPMENT �. O ELECTRICAL RACK
AND CONCRETE PAD
METERBA E
A TS- 8
S
EG--8
O
INSTALL YAGI ANTENNA N
0
CONCRETE PAD
N SERVICE DR
E
EXISTING G SE C OP PaIE"
PRIMARY
TO R MARY
POWER POLE AND
TRANSFORMERS NATURAL GAS METER
SE. PROVIDED BY CITY
S
e
/ ) N. NATURAL GAS LINE
EXISTING PCP 800 E pp
t
• p Z
SCADA RTU r ?? r�
RTU -80o
SEE POWER AND
w
_ t �-<
CONTROL ONE—LINES LINES ' � < G"1 .. di
NATURAL GAS SERVICE w w cc
FOR DUCTBANKS t � � � a)
U I TO GENERATOR 0 Z co Z� ca
w
p_ w ._ _. ,,..
C13 05 11— CI tt) Z o
0 <t w ¢ w 0 v
EXISTING PUMP CONTROL
Gi a U Q �-
'PC
P-800'
—800
p P P
F
Q
— ELECTRODE HOLDER
O
� o t
0
z
BOX ON
JUNCT
o I w EXIS TING NG PUMP STATION
I
Z ....
..�. � CONCRETE PAD
O
0
EXISTING PUMP
E
v
U
O X z
z
w w w w
v
STATION ENCLOSURE
z
J
w
m m m m
CL'
Q Q Q Q 3.0 < 2
O O U U U U
SILT FENCE
F-
U
v x CK x af w ,w
a
0 0 Q 0 �.
x
Z-
Z Z Z Z Z w
w w w W
d'
0
v �
a x
U 0 0
cn rn rn
U U
U
C� d-
M„
k
Z Z Z Z Z Z
t U
- Q
F- t- H M
F- H �,-. .-
.-
3
cn cn
M — cn I
d�
N
R x x x `
x x
Q!
W
w w w w w N
rim
W
.
M
..
.. f
i
N � d' to 6 i� 00 � i^•.
w
n
W
U Q
O -I I I I I Cl
I
0
00
O O z Z 0
0 0 o O o 0 0 o O
dd-
J
..�.�.�..
ca
00 00 ao ao 00 00 ao aQ oo ,.
0
.. U
d• n. a 0- a a 13- a a a < 0 ao
U U U U U ao
x
CL n n n � a a
N o..
0
a. a
Q
N
U
U i- O
a
7.5 7.5
W
PROPOSED PUMP STATION.#8 SITE ELECTRICAL PLAN Z UJ
J CL >< D Z
t� f
W SCALE:
_ 1"=10'
Z
N W W Q w Z> 0
Z Z Q_ �.i../
D
J J J �� � Q Q Z
W W Q W �( W CL --� O
> > > > o a m 0
Z Z }- Z Z U Z C
p _, p w w w w= E.....
J Li. J _1 a' J Z Z
c� � O o � 10 0 _5 10 20 30
►— �-- LL_ O O _ _
w c� z 4
<C zo zz zz z= _o
t-- � W N p O p O p O p o -� w _ w U Z
to � - to � ^ — LL' -- D; — CL' � � WW � _ �..� I Q n
N H 00 F- o0 F— 00 h-- 00 .,! Q f 00 Q
00 O o O O Z m z O F- 00
0 o U U U I U I �-- w
as as I I o
cn v3 cn c o a
0 o p U z _
m z z _ as _ GRAPHIC AL
� �� Z z z z � v a o c� CSC E 1 INCH 10 FEET
1_ I o o n c� O w 1-
cn cn cn cn _, � a o w FINAL
� � o � w w W w _ DRAWING SHEET
~ a s n- a a a z� J Z co --i z cn _, Z � < Q a.... c� 3-
4
PURPOSES PUMP STATION PUMP _ SCADA RTU ONE LINE a R F REVI EW
ONLY
CONTROL PANEL ONE-LINE (PCP-800
NO
T TO SCALE
N OT TO SCALE
NOT RELEASED F
NO. " DATE,
...E Y `R V ION DESCRIPTION
E iS DESC C)N

z
u.
U-
D
Y
U
Z
5
a
_o
r
0
N
O
N
3
�3
ai
0
W
rn
0
0
rn
L
U
N
c
0
co
N
U
0
N
m
O
O
EXISTING 200A JF , cr
e
DOUBLE THROW I t-,
TO BE REMOVED � \ �.,.._.� -- �
SWITCH L _ J I 150A/3
T STANDBY g
T �-. _ g
GENERATOR c�v
i EXISTING PORTABLE EG -9
GENERATOR
_. CONNECTION s ♦� �r iii
N 1 GND IN 2 1 2 C.
3#3/0 AND #6 EXISTING PUMP CONTROL \ ♦ i
WIREWAY 'PCP- 900'
, ► `,, e • ;,y
_ NEMA 3R _ PANEL PCP 900 •• `v. `�, ,'� ,-
Q
� �
1¢-N ZO.� Z Z ZZ:N Z=
N o�0) OXaj F- (If
J
p LLJ
O p
LLJ
O �-%
U -J
f_
z
�� CA 'Q
°) a. a_ °
I
F__ (3)
a. a. ° U OV) I U O { U I I
aZm 0zz �zz Wiz=
�F-
C�
�Z
' a
O
EXISTING TI G PCP -900
Z I I U
mo°'
p5 I
mM
55 I owtn pwU) °w( °w�
O
OR
<c0
-►�
pro
__�
a
J
Do
-
wW Q
CD Q ?-
Q a�
a a_ Z� J Z� J Z V Z(n J
QU
Q�
SCADA RTU
PUMP STATION
PUMP
SCADA
RTU
ONE -LINE-
CONTROL PANEL ONE -LINE
(PCP_900)NOT
TO
SCALE
NOT TO SCALE
RTU-900
zo
F
Q
-
D
ELECTRODE OLDER H
z
p
0
JUNCTION BOX
w
z
o
o
O
Z
-
Z
_
w
J
w
J
w
J
_1
w
�
OO
m
Q
m
Q
m
Q
m
Q
00
U
CU
U
U
pi
U
v
ry
O
ry
O
U
Z
Z
�
Z
Z
�
z
z
II
d'
U
0
U
O
c�
�
V)
�
�n
W
V)
W
cn
r�
U
�
C�
Z
z
z
Z
Z
Z
'�
_
s
A
Z
Q
3
F-
�
=
(n
f=
c
E -
�
F-
�
t=
�i-
W
W
x
w
W
x
W
x
ui
x
sue-
DC?
N
W
a
M
N
r;-i
4
to
[D
�
i
^
W
J
Q
>
0
0
0
0
0
0
o
O
c�
m
o
rn
v
I
0
...�
�
o0
Q
O
a
rn rn
a°)
rn
a_
a .
m
rn
Q
O
0)
�
..
0)
U
x
N
a.
m
a_
a,
- a.
a_
a
a.
o
o
a
U
a
U
to
p
Q
O
Q
U
15
15
e
6ii
Q
J
a
J
W
Z
Q
N
W
Z
-Z
<
0
W
W J W J t3.!
a Q
Q
a
Q
�-
J
0
Z
0
U
_ Q -
z
0
z
0
_
W
� li
W: Ld W _
_,.J U_ J J
>-
z
O '
z z
�
z
z
F-
F-
t.,_
U
O O —
W
x
Z
"'o
Z
p
Q
� �
1¢-N ZO.� Z Z ZZ:N Z=
N o�0) OXaj F- (If
J
p LLJ
O p
LLJ
O �-%
U -J
f_
z
�� CA 'Q
°) a. a_ °
I
F__ (3)
a. a. ° U OV) I U O { U I I
aZm 0zz �zz Wiz=
�F-
C�
�Z
' a
O
a�
Z9
Z I I U
mo°'
p5 I
mM
55 I owtn pwU) °w( °w�
O
OR
<c0
-►�
pro
__�
a
J
Do
-
wW Q
CD Q ?-
Q a�
a a_ Z� J Z� J Z V Z(n J
QU
Q�
PUMP STATION
PUMP
SCADA
RTU
ONE -LINE-
CONTROL PANEL ONE -LINE
(PCP_900)NOT
TO
SCALE
NOT TO SCALE
EXISTING PUMP STATION
CONCRETE PAD :. .Qeh`�1►
EXISTING PUMP � ,�'""'� J' �
STATION ENCLOSURE \ i���� �,,,,,• �'`��♦
sF
TO PRIMARY
POWER POLE AND
TRANSFORMER z
0
EXISTING PUMPSTATION #9 SITE ELECTRICAL PLAN cJ
SCALE: 1"=10'
W !-'.`.....
Z (,
W
NATURAL GAS LINE
LP -900 �...
0
RTU --900
METERBASE NATURAL GAS METER
(PROVIDED BY CITY) 0
EXISTING SERVICE
NATURAL GAS SERVICE co
T GENERATOR DROP POLE
0 E
r
INSTALL
MAGI ANTENNA ON
EXISTING SERVICE DROP POLE A DD NEW CHAIN LINK
..�, ...� .FENCE AROUND
R. CONNECT T
.�
GENERATOR. CO E O
w �
ATS -9
EXISTI N G C HAINUNK FENCE.
EG--9
ELECTRICAL EQUIPMENT \
RACK AND CONCRETE PAD
J�
U
..� CONCRETE PAD ..
SEE POWER AND o w w 6
CONTROL ONE - LINES ' ca ` co > --
F W LU u1
UCTBA
..SILT FENCE Q � . ,
FORD NKS
cr_
X
0 z m z
rn
C>
C'} t.'3
t-
� � :ill _.. ® w � ,r-
Cl co z
EXISTING PUMP CONTROL
t
m
!- t/3 0
E L \
d
_ REMO EXISTING FENCE 0 w Q W Q
�r
PANEL PCP 900 -a ;G 0 a U �-
�. EXISTIN PUMP STATION
\
CONCRE PAD
EXISTING PUMP
s
TIN
F
STATIO N ENCLOSURE
Lu
\
d�
F
TO 'PRIMARY CL
POWER 'POL E AND
TRANSFORMER
L'
/.
< 0 z 0
f r% <
%LOP (, 4i.
""'" _"
P R OPOSED PUMP STATION #9 S I TE ELECTRICAL PLAN Z
SCALE. 1"=10'
X
iii
D
la o s
10 20 30
FINAL DRAWING
:)0
I s
FOR REVIEW PURI SE ONLY
NOT RELEASED FOR CONSTRUCTIO
GR"fHC SCALE I INCH 10 FEET SHEET
mom

LEGEND
U
__ - -___ -_ c/3
i
K
BUILDING /STRUCTURE c,
I
UPS RADIO
0/1 :1
I:
i PROGRAMMABLE LOGIC CONTROLLER (PLC)
I I OR
RACK RIO
o • . REMOTE I/O R (RIO) �r
I CAT 5 SHIELDED CABLE TWISTED PAIR, �
1 PLC I as
I
I 62.5 MICRONFIBER OPTIC CABLE ...
I j
(2 ACTIVE PLUS 10 SPARE FIBERS)
r _
I RTU -304
1/0 SIGNALS
1 00
• ` e
• CABLE LINE COAX CABLE OR CAT 5 AS DETERMINED BY IS':
EXISTING
PCP --300 0
I
K DENOTES EQUIPMENT SUPPLIED BY SYSTEMS INTEGRATOR
°
1
RACK MOUNTED COMMUNICATIONS `EQUIPMENT
ATS- -3 — — — — — — — — — — — .— _ _ FIBER OPTIC PATCH PANEL
r -1 K
K O (� -1 ! I I I o o O o O -?
RADIO FIBER - COPPER ETHERNET SWITCH, MANAGED
UPS RADIO l UPS OBI I �.
o/I I
UPS RADIO 01 I � 000000 w
C 0 / 11111111111111 I , I I
I ( I COPPER PATCH PANEL ►--
I
I
I i EG 3
P -341. P °342 p • a • •• I p•• e •. I �
I I i I
I I PS I � I I
I WINFIELD I PLC i PLC
PLC
I_ ° I I I �� tt�Iltlltti�i
, I
SITE LOCATION:
LATITUDE: 35'1810.50 N
I I RTU -600` i
I -200 LONGITUDE: 81 i 7 5.54 W J ° I RTU --404 � , I
RTU ROUND ELEVATION: 859 FT. r t"'
r • G • I DRAWING NOTES:
• I , I I I
° I PRINTER AND OPERATION SOFTWARE
I 1 THE SCADA HMI AND ASSOCIATED REPOT P
TO BE PROVIDED BY THE .CONTRACTOR.
• I EXISTING
EXISTING
EXISTING - I � ✓ �' '• ,.•" ©�`
PCP-400 ° PCP -600 2 ALL FIBER OPTIC PATCH CORDS TO BE PROVIDED BY THE CONTRACTOR, ��
PCP -200
I o �,
L . — . _... _ . e . _ . . _ -. ° ° 1 3 ALL CABLING {COPPER AND FIBER) INCLUDING TERMINATION AND TESTING IS TO `� 11 it4l�til�
I 1 I � 1
I —i BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
4 ALL CAT 5 PATCH CORDS
TO BE PROVIDED BY CONTRACTOR,
ATS -2 (�.' -.�
ATS• -4 ATS -6 f ^�
5 CABLE MODEM TO BE PROVIDED BY INTERNET SERVICE PROVIDER (ISP).
111111 I1 111111
111111 it 111111
111111 -11 111111
<C
EG--q. �„� EG -6
P -201 P -242.
EG -2 P -401 P -442 P 601 P-6021
C�
NINTH STREET PS COSTNER ROAD PS
VANTI N E PS fY
° SITE LOCATION: .
SITE LOCATION......
SITE LOCATION, ,, NOTE,
° LATITUDE: 35'17 46.51 N
LATITUDE. 35'17 24.99 N
LATITUDE. 35'17 45.33
N - - - - -- __�__
THE NETWORK: SHOWN IS - DIAGRAMMATIC IN NATURE
AND IS NOT INTENDED TO SHAW
. r LONGITUDE. 81'1510.94 W
E. 81 °16 20.2fi W
LONGITUDE: K R I TO ROUTE CONDUIT
EXACT ROUTING CONNECTION OF DEVICES. THE CONTRACTOR S
81'17 55.32 W
ROUTING/
CONNECTION
. FT.
ND LEYATION. 770.
F.
1
I; GROUND E
ELEVATION: 793 T
GROUND ELEV
D CONNECT THE NETWORK BASED ON THE PHYSICAL
LAYOUT AND CONFORM TO
T AN
GROUND ELEVATION. 833 F . RADIO
UPS,. RA
+[+ O I L
I .�
_...._... � STANDARDS APPLICABLE
FOR A ETHERNET NETWORK:
- -- - -- - - - - -- .- - - -- - - - - ---
r -I K� I � I'"""'
r -1 K � I w C
I I UPS I Cl�
I UPS RADIO 0 ✓I I � I p.• • I
I 0 I 1
I RADIO ° W
I i 1
I i
e
C I ,PLC
I I
I PLC 1 �- - - -- - - -- ! — —�
W
L-- - -- - -•-1 z
I I - � �..�__ -- _ ..°l I I RTU -Soo
I MTU I. ®._..._.
PLC � .� -�j f°- F- �......�.. � _ I I
W`
- - -- I I -- I -- ---� K I ---
RTU -100
r— _' I I
• I I PCP -500 °
L - -,�.. 0
EXISTING I
I
PCP -100 I � f -�l ;
•
L . .® ._._. � ATS -5
.
EXISTING LAB -
COMPUTER RUNNING r - K
OUTLOOK DIRECT ( RADIO
I
RUNTIME SOFTWARE 111111 11111111
ATS -1
®.
��._ � � ��u L - - - -, P -501 P -502 EG -5
RTU -RS
11111111111111 � rw
,h
SHOPPING CENTER PS
EG -1 EXISTING OFFICE
P -101 P -102 EXISTING BESSEMER CITY v
O MONITOR AND SITE LOCATION. ,' Z ',
KEYBOARD WATER TANK LATITUDE: 35'17'20.97N
.. tr
'`' N tti W ca
�_ _ _ _ _ LONGITUDE: 81'15'45.27 W c? m Q
FMC LONG CREEK PS SITE LOCATION:
• GROUND ELEVATION: 850 FT. r � p � � � w
SITE LOCATION:
EXISTING BESSEMER CITY WTP LATITUDE. 35017'1.99"N w >-
LATITUDE: 35'16 58.07 N
LONGITUDE: 81iT35.99" W Z m ?' cn
c3
.94� W SITE LOCATION: GROUND ELEVATION: 1094 fT. to F- vs Q � Z �
LONGITUDE. 81'18"29.94' LATITUDE: 35'17'19.80"N
GROUND ELEVATION: 937 FT. 92� W
8i i 7 45. � � � U C]
LONGITUDE:
GROUND ELEVATION: 883 FT.
�-- -- - -- — - - - - ---I
a
_ _ -- I UPS RADIO OBI
_ — � K — K I I
UPS RADIO OBI I I UPS RADIO OBI
z o...• ULI
I i i I I I SOUTHEAST PS
I I I I L
° .... I I • I I PLC I SITE LOCATION:.
LATITUDE: 35'16'25.05 "N
LONGITUDE: 81'16'29.22° W'
N i I
,PLC I PLC I I GROUND ELEVATION: 816 FT.
U) ui
I I I , I RTU -700
Lb . _ . _ _ . _ . _I I I RTU -900 RTU -BOO
EXISTING ! I
' I PCP -700
. LC
CD I EXISTING
EXISTING
PCP -900 PCP -800 °
co L I _ I
L
L. - °_ °_.
-� cj)
� .� °_._._,_. I ATS -7
I �
.L 11111111111111
W
_ ATS -B r ^�
ATS 9 �� EG -7
o
0
11101111111111 P -701 P -702
L
11.111111111111 O C �
to
N EG -9 EG 8
P -901 P -902 P--80i P -802
DRAWING
c�
F I A L
PINCHBACK PS
CROWDERS MT
N PS
v SITE LOCATION: SITE
LOCATION. FOR
PURPOSES ONLY
C) LATITUDE: 35#16'20.61-N
LATITUDE: 3516'24.78"N
. _
�-
LONGITUDE: 81'18 8.05 W
LONGITUDE. 81`17 41.09 W
LO ,
O FT.
TI 85
GROUND E
LEVA ON
• CONSTRUCTION T. F
N. 873
'GROUND ELEVATIO
NCB. DATE" BY REVISION DESCRIPTION

w
0
0
Q
w
ca
w
cr_
m
CL
00
In
(0
0)
IN
V)
C6
w
In I
04
0
(D
E
2
CL
E
E
(D
CO)
cl)
w
Lu
co
ui
in
U-
0
0
V_
0)
0
w
0
w
0-
Nt
2'-10" DIA. STANDARD OR WATER11GHT MANHOLE FRAME
u
AND COVER W/ GASKET AND STAINLESS STEEL
z
_0
2". LIFTS OF ASPHALT 1 SEE TRENCH DETAIL- 1 0-0
2'-0" DIA. BOLTS AS SHOWN ON DRAWINGS
Z
TYPE SF 9.5A TO FOR WIDTH
MATCH EXISTING
1 9_0 SEE TRENCH UtIAIL is-0
NON-SHRINK GROUT WITHIN 1" OF TOP
PAVEMENT THICKNESS
FOR WIDTIH
TO MATCH EXIS11NG GRAVEL SURFACE
CONSTRUCT BRICK RISERS AS NECESSARY TO
Z m
BRING TOP OF RIM AND COVER TO GRADE.
REMOVE MANHOLE TOP TO
Z_ ENT
"EXISTING PAVEMENT\ EXISTING PAVEM
T 2" MIN.
�xvx/z/�///z
EXIS11NG BASE COURSE-\ EXISTING BASE COURSE
PLASTER INSIDE AND OUTSIDE OF BRICK
3" BELOW FINISH GRADE.
EXISTING BASE COURSE c
=xisnNG I IRSEJ OUIRSE
BASE C
RISERS MINIMUM 1/2" THICK.
164 x
REPLACE NTH COMPACTED
7rKX'STlNG
MIN. CABC COMPACTE
x
<
EARTH FILL
Y�/' TO 1007* STE). PROCI 6" MIN.
3" Ll 'N\_
Z\) 3 LIF
IIN. CABC COMPACTED
8
< �\
VERTICkL HEIG IT fITH SUPPLIER BUT
rL
u z 00
TACK EXISTING PAVEMENT
SHALL B
co E 2'-8" MIN. AND 4'-0" MAX.
FINISH GRADE
A X
EDGE WITH CRS-1 OR CRS-11.
x x PATCH TO MATCH EXIS11NG
x
'j
PAVEMENT
DRY/
UNDISTURB ED
%
DRY/
00
cl,
%Al
On
z
f - 77/ t/�� 6" LIFTS OF SUITABLE SOIL
EARTH X/�
UNDISTUR BED-� -"----6-
V, ..... .
/\0 OR CABC AT OPTIMUM
X
X MOISTURE COMPACTED 95%
EARTH % LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
UF71NG HOLES SHALL BE FILLED
w AND PLASTERED ON BOTH EXTERIOR
/>
STANDARD PROCTOR
MOISTURE COMPACTED 95%
AND INTERIOR WALLS NTH MORTAR.
Z
�\
\'X/\ '�/
'�x PIPE
STANDARD PROCTOR
5
0­4
A
N,
----PIPE
cn
fn < f 4 '-0" DIA. 4 VERTICAL PRECAST MANHOLE
�!
_cc
NOTE:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED
-0
z 4*
r
0 COMPONENTS MAY VARY IN VER11CAL
w HEIGHT NTH SUPPLIER BUT SHALL BE
�x X, 'x, X
f
CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
l-4* MIN. AND 4*-Om MAX.
2. EDGES TO BE TACKED NTH EMULSIFIED ASPHALT TACK CRS-1 OR CRS-11.
z
z
STEPS FULL DEPTH OF
2",
ASPHALT DRIVE REPAIR
GRAVEL DRIVE REPAIR
w 41* MANHOLE TO BE
INSTALLED IN VERTICALL
V
NOT TO SCALE
NOT TO SCALE
ALIGNMENT ON STRAIGHT ALL JOINTS BETWEEN PRECAST SECTIONS
q
REVISION DATE NOVEMBER 3,2008
REVISION DATE NOVEMBER 3,2008
SIDE OF MANHOLE. (USE SHALL BE SEALED WITH AN APPROVED
RUBBER BOOTi STANDARD STEPS AS
BITUMINOUS SEALANT OR GASKET AND
W/ S. S. SHOWN THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
CLAMP INTERIOR JOINTS PLASTERED WITH
4
S
MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
�7i FILL MANHOLE NTH
7 CABC
PIPES. FORM TO MATCH 2/3 DIAMETER
OF OUTLET PIPE. SEE INVERT DETAIL
COMPACTED
Cl
W C4
1-1/2 ASPHALT SURFACE
COURSE (TYPE SF 9.5A)
2 ASPHALT SURFACE
7
PLUG BOTH INVERTS
3" TYPE 1 19.013 BITUMINOUS BINDER COURSE
COURSE (TYPE SF 9.5A)
. . ...... ­
NTH CONCRETE
3" TYPE 1 19.013 BITUMINOUS BINDER COURSE
p WATERTIGHT SEAL WITH APPROVED
MATCH EXISTING 3" C.A.B.C. IN ONE 3" COMPACTED LIFT
MATCH EXISTING
MATERIAL WATER11GHT SEAL WITH
A,
APPROVED MATERIAL
PAVEMENT COMPACTED TO 100% COMPACTION STANDARD
PAVEMENT 6 C.A.B.C. IN TWO 3" COMPACTED LIFTS
-4
COMPACTED TO 100% COMPACTION STANDARD
— — — — — — — — — — -
BOOT
F—
EXISTING EXISTING
L X/I X//l 777 177 77-
\0/
I E KISTING EXISTING
\7/\ 77/7 7 7\7�7
x Q
MANHOLE BASE SHALL MK FOUNDA11ON TO BE CONSTRUCTED LEVEL
BE PRECAST. WITH EXISTING MATERIAL OR COND111ONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
X
z
go 0
1� >x/ /� Q
0
ELEVATION VIEW
0
BITUMINOUS
TACK COAT $-Olt $—on I-o"
BITUMINOUS
$-on 0-0" $-On
1 1 -on PIPE 1 1
MAX. O.D. MAX5
TACK COAT 1 1 PIPE 1 is-o"
MAX. O.D. MAX5
PRECAST MANHOLE NOTES:
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION.
ELEVATION VIEW
COMPACTED EARTH
NOTE: UPPER TWO FEET OF
COMPACTED ARTH
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
'ME
BACKFILL
BACKFILL UNDER ROADS TO
BE COMPACTED TO 100%
BACKFILL
3. AH MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF MANHOLE CENTER.
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
MANHOLE DEMOLITION AND ABANDONMENT—
LLJ
NOTE: UPPER'TWO FEET OF
5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
I-
//�x
BACKFILL UNDER ROADS TO
BE COMPACTED TO 100%
REVI I N E-N V
(n W,
PRECAST CONCRETE MANHOLE
REVISION DATE NOVEMBER 3,2008
(f) w
z
UNDISTURBED EARTH
UN DISTURBED EARTH
uj 0
z
NQTES:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE
NOIES:
1. EDGE TO BE SAWED NTH A CONCRETE SAW TO A NEAT SQUARED EDGE.
NOTE:
MANHOLES ON PLANS NOTED AS HIGH
VELOCITY MANHOLES SHALL RECEIVE TWO
uj 0.
D
0
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
COATS OF SIKAGARD 62, HIGH-BUILD,
EPDXY RESIN COATING OR APPROVED
z
2. EDGES TO BE TACKED WITH CRS-I OR CRS-11.
3. THICKNESS OF CABC STONE, 1-19.013 BINDER AND SF 9.5A SURFACE
COURSE SHALL MATCH EYJSTING CONDITIONS IF GREATER THAN SHOWN ON
2. EDGES TO BE TACKED NTH CRS-I OR CRS-11.
3. THICKNESS OF CABC STONE, 1-19.08 BINDER AND SF 9.5A SURFACE
MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON
EQUAL ON INVERT CHANNEL.
11/16 -
A A
0
DETAILS.
COURSE SHALL
DETAILS.
U)
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
MARKINGS DISTURBED OR COVERED BY OVERLAY.
MARKINGS DISTURBED OR COVERED BY OVERLAY.
5/8
in 8 3��4
HALF PLAN OF M AN H OLE.
TYPICAL PAVEMENT REPAIRS WITH OVERLAY
M A
TYPICAL STREET PAVEMENT REPAIRS-
_—1 1/4
RING & COVER
NOT TO SCALE
NOT TO SCALE
ion
1/4
REVISION DATE - NOVEMBER 3,2008
5/8 AXT
V-11 1/2"
co
1
0 Aj
1/4EFO c
C14
V s___j
0)
Cl Ict cl
v- 0 .. ca w w 041
c� C>D-
'It > Cl
V_ w
PRECAST BASE
4'-0" MIN. SEC11ON
RUBBER BOOT
W/ S.S. CLAMP RUBBER BOOT
-1/4"
-3/4"
A
0 Z QD Z
z
ca in a co Z >
SMOOTH FLOV� W/ S.S. CLAMP
1/2
0 ui ui 0 0
INVERT 2/3
E DIAMETER
PLAN SIDE ELEVATION..
MIN.
SEC11ON A-A
MANHOLE COVER
4
1 2 POLYPROPYLENE
1/4" PLASTIC
2 0-1 ile
SECTION A—A
3 V-11 314*
D
ALL PIPES SET SO THAT CENTERLINE
OF PIPE IS RADIAL TO MANHOLE
in 1 14 9L Z
1 1/2
V_ fl%.
0
uj w
CENTER.
12" #4 DEFORMED
STEEL ROD
Z
ELEVATION SECTION A—A
Fxm
A A
4 3/8- 2'-0 1/2
w
FLOW r FLOW
2-9 114"
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
SEC"nON A—A
HORIZONTAL AND VER11CAL LOCA11ON
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
MANHOLE RING
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
ALL INTERSECTING PIPES.
FOR THE USE OF SAID STEPS.
NOTE: TRAFFIC BEARING RING AND COVER.
1/2" MIN.
MINIMUM WEIGHT 315 POUNDS
CONSTRUCT SMOOTH
FLOW INVERT
MANHOLE RING & COVER
PLAN
F,INAL DRAWING
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
MANHOLE STEPS
REVISION DATE - NOVEMBER 3,2008
SHEET
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH—BUILD, EPDXY
ONLY
REVISION DATE - NOVEMBER 3,2008
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
—FOR REVIEW PURPOSES
MANHOLE INVERTS
NOT RELEASED FOR CONSTRUCTION
BEFORE YOU DIG!
CALL 1-800-632-4949
REVISION DATE - NOVEMBER 3,2008
N.C. ONE—CALL CENTER
DATE
BY
REVISION DESCRIPTION
IT'S THE LAW! NO.

I
0
0
(L)
W
W
a.
00
,n
(0
0)
IN
U)
CO)
W
a
C\11
0.
C
.0
4)
a
C14
10
E
2
E
E
ID
4)
CO)
LU
UJ
co
CD
U_
0
0)
V_
q
LU )
0
W
0.
CN
8" MAX. STANDARD STRENGTH FABRIC NTH WIRE FENCE
(MIN. 14 GUAGE 6"X6" WIRE) U
RIPRAP CHECK DAM
6' MAX EXTRA STRENGTH FABRIC, WITHOUT Z
WIRE FENCE W4 Cn
0 0 4te�4 Z
R
0 00 n o
- 00 U00 EXIS71NG ROAD 10 4' 36' MIN.
0 0
0
DITCH DITCH BURY THE TOP, END OF THE MAT IN A TRENCH 5' STEEL POST
00 0 4" OR MORE IN DEPTH. TAMP THE TRENCH FUH OF SOIL. (MIN. 1.33 LBAF) -.1
10" V
SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN 2
C) 0- SILT FENCE 6*
1-6-Jo FROM THE TRENCH. OVERLAP END OF TOP STRIP 4
00
PLASTIC OR
AND STAPLE. RE TIES 6
F
_x
'N
x x
00
'41 METAL STAPLE -'18" 24 6" HUMP TO DIVERT RUNOFF
WIRE I—A. --V�N.Jk t,l- A-.�',I­L 1-.4'
FROM EXISTING ROAD
FENCE
xl�
EXISTING
00
GRADE
TMT�
PROPOSED
+ Z
WATER OR SEWER LINE
METAL STAPLES
77777777,
0
I/X 10
X,
2 n
EXIS71NG So,
V GROUND
Z
8n DOWN & 4"
A,
\�v
rT1
FORWARD ALONG - If/A(.
00F
THE TRENCH )>
V V V/
\V/
V
�6 , k�
­2
SECTION MEW
K I J":
MATTING SHALL BE: J
\V,
EXISTING CULVERT PROTECTION
00, NORTH AMERICAN GREEN C125,
M
\V/ 'V/ A ERICAN EXCELSIOR EROSION WIRE
j,
REVISION DATE - NOVEMBER 3,2008 CONTROL BLANKET, OR EQUAL FENCE
6" HUMP TO DIVERT RUNOFF
6 MIN.
FILTER
FABRIC
FROM EXIS11NG ROAD
EXISTING 4.
STEE 'GROUND '%%x%
2"-3" COARSE AGGREGATE.
POST
2' WOODEN STAKES. MINIMUM
4 BACKFILL TRENCH (RAILROAD BALLAST)
OF 4 DOWNSTREAM STAKES AND COMPACT N
AND 2 UPSTREAM STAKES COIR FIBER WATTLE, THOROUGHLY
Q:
MIN., 12" DIA. Ac W?
C.> (A C� zkrN
1z; Lai
C14
'too,
, 77 77/ 77/ NOTES
/7 /1 E
��\ X UPSLOP
X,\\
ALLOW 3" MIN. OVERLAP
n AFMA) 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BETWEEN PARALLEL STRIPS PRESS ENDS OF MATTING 4 (DIS-TURBED BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
INTO THE SOIL AROUND STRUCTURES AND
STAPLE' SECURELY 2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
X,\x\ 2'X2"X2" WOODEN STAKES 24",
"n wH YA
W/ MIN. OF 4 DOWNSTREAM
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDI ON ICH LL PREVENT
L
STAKES AND 2 UPSTREAM b1OTE5 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXJSTING
STAKES ANGLED TO HOLE x \\X�/ PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING NTH ADDITIONAL STONE
COIR LOG IN PLACE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
1. FILTER BARRIERS SHALL BE INSPECTED
CHANNEL STABILIZATION WITH MATTING IMMEDIATELY AFTER EACH RAINFALL AND USED TO TRAP SEDIMENT.
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
NOTES: MUST BE REMOVED IMMEDIATELY.
9 FABRIC SH I I BE REPI ArFn PR Pn Y
INSTALL M TTIN IN DITCH UNDER WATTLE. 12- (TW) 1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN 2. SEE PLAN FOR CHANNEL DIMENSIONS.
C125. AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR.EQUAL.
SEE OTHER DETAILS FOR MATTING.
WATTLE SECTION
IF FOUND TO BE IN DISREPAIR. 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, MEN WASHING IS REQUIRED, IT SHALL BE DONE ON
3. SEDIMENT DEPOSITS SHALL BE REMOVED AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
AFTER EACH STORM EVENT AND WHEN SEDIMENT BASIN.
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER. 6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL 6.06.
L)
4. REFERENCENCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
STAKE DETAILS
STABILIZED CONSTRIUCTION ENTRANCE. UJ
2' WOODEN STAKES. SEDIMENTATION/SILT FENCE REVISION DATE - NOVEMBER 3,2008
INSTALL MATTING IN DITCH UNDER WATTLE. MINIMUM OF 2 UPSTREAM W W
MIN. 6' UPSTREAM AND 2' DOWNSTREAM. STAKES EVENLY SPACED REVISION DATE - NOVEMBER 3,2008
SEE OTHER DETAILS FOR MATTING. BETWEEN DOWNSTREAM STAKES >
STE 0.
STAINLESS STEEL BOLT EL ENCASEMENT W
MASONRY SEAL
STEEL ENCASEMENT
AT END OF PIPE
V\V/
COIR FIBER WATTLE,
MIN. 12" DIA.
V
-DITCH FLOW
2'X2"X2" WOODEN STAKES.
MINIMUM OF 4 DOWNSTREAM
STAKES EVENLY SPACED
NOTES:
1. USE COIR FIBER (COCONUT) WATTLE NTH MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES
WATTLE DETAILS-
REVISION DATE NOVEMBER 1, 2012
MAINTENANCE PLAN
1. All erosion and sediment control practices shall be checked for stability and operation
following every runoff-producing rainfall but in no case not less than once every week.
Any needed repairs shall be made immediately to maintain all practices as designed.
2. Sediment shall be removed from behind the silt fence when it becomes about 0.5 feet
deep at the silt fence. The silt fence shall be repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, reseeded as necessary and mulched according to
specifications in the Seeding Specification to maintain a vigorous and dense vegetative
cover.
4. Maintain all matting that has been placed on slopes and in ditches. Check for good
ground contact and for the occurrence of any erosion under the matting. Monitor and
repair or replace as necessary.
5. The Contractor shall maintain Self Inspection Reports as required by NCDENR and, the
NPDES Construction Stormwater Permit. Self-Inspections are to be conducted after each
phase of the project for the record of the installation and maintenance of the erosion
control measures. For documentation. of Self-Inspection reports and NPDES Self-
Monitoring Reports, DWQ and DEMLR developed a combined form. The Self-
Inspection program is separate from the weekly self-monitoring program of the NPDES
Stormwater Permit for Construction Activities. The focus of the self-inspection report is
<1
Z
0
Z
D
0
Z
WEEP HOLES _J
CARRIER PIPE BOLT-ON TYPE SKID LCARRIER PIPE AT BOTTOM
0)
(MIN. 2 PER JOINT. a W
SPACED EVENLY) Ir- T- 4:
T- 0 .. ca a
o 04 >_ W W C',
co
C, LU W 0
U)
NOTE; FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS 0 Z no Z j.: x
DUE, TO EXCAVAnON, CONTRACTOR SHALL ATTACH THREADED RODS AS SPECIFIED IN THRUST BLOCK DETAILS TO Z W LD a S2 V)
THE ENCASEMENT AND ROD FITTINGS DIRECTLY TO THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE co F- co a co Z >
08 W < W 0 0
BY WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BYWELDING EYE'BOLTS TO THE ENCASEMENT FOR cl ___0 a 0 0
ATTACHMENT OF THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
ENCASEMENT DETAIL-
REVISION DATE - NOVEMBER 3,2008
D
0
W
Z
the installation an maintenance of erosion and se imentation control measures according
to the approved plan. 'Me inspections should be conducted after each phase of the
project, and continued until permanent ground cover is established. For questions contact
BEFORE YOU DIG!
the Raleigh Regional Office at [phone]. The form can be accessed at: CALL 1-800-632-4949
htt /portal.ncdenr. org/web/ir/erosion N.C. ONE—CALL CENTER
IT'S THE LAW!
NO. DATE BY RE VISION DESCRIPTION

Lu
Y
00
co
U
U
w
m
w
CL
co
M
co
N
a�
N
Lo
w
0
04
0
c
cs�
0
N�
0
2
a
E
3
W
W
co
c
w
m
LL
0
U
0
0
U
W
O
(Y
a
LL:
SEE DE TAIL FOR U SHAPED CHANNEL
STANDARD MANHOLE
MATCH 'INVERT TO
_ _ N
SECTIO
BACKFILL MATERIAL
_ _ � — SET RISER
BACKFILL MATERIAL ATER — — — — — —
k I III i! 1 III III I, I III I I I I EXISTING PIPE. SPRINGLINE
- — __ _ — — _ — — EX ST1
11.1 III III I�� Iir �i� ��+ +�+ � -- _ — — — — INTO FOOTING PRIOR
�I-
- _ _ — I 111 III 111
I II III III III III I.
COMPACTED IN 6 LIFTS - - - - � _ T COMPACTED N 6 L {FTS-
-,_ - _ T
- - - � � - FLEXIBLE MANHOLE B00
rlli 111 .III. III III III.IfI III .III r __ —� —� —_ FL I
� EXISTING PIPE TO FINAL CONCRETE
— - - —— r --- - -- 11TH- 111 —III -1 r
-— — — - - -- III IiII ��i III _i �I
III i I1 III —III LI I III III I I ( \ — — — — — — — \ OR ENTRANCE JOINT
T — — — � — � \ SAW CUT TO SET
\ � — = -- _ \\ \ _III -1 I I -- III -1 � I -1 11 -1 I I —I 11 -1 I I \
1_I 111 11 -1 f -1 I I -1 I( -1 I I_I I I _ ,_ ,� �. -- —
_ _ / SPRINGLINE
— — — — -1 I1 I I -11 I— I ► as I
/ — — — — — X , \ NEW SEWER
{— III -1 11_1 I I— III — III_ -_ I � I —I I 1 -1 \ — � — _— — 12 MA \
A ___ \ \I III. .II ..11.1. III 111 � _-1 I I I t I i — _ _ — � = _ LATERAL 6 MIN I I / - - _ 12 MAX- CJ I 1 1 I L-- ... .
\\ —_
— _ T
\ t \ \ ^� — \ ...
L _ _ — — — T BACKFILL .MATERIAL .... • ... .. 6
KFILL MATERIAL \ I I 1 I I , .III. III I I ( I I � 1 _ _ __ 1 I .— I (— I I ..... ... • ..RUT• ...
— — —� -—_ ,.111!1 +1111 iI_I / .......... ..co
1 / — — P
OM ACTED I —
I LI TS r C P N 3 LIFTS II III 111 I r
PAGTED N 3 F 11 I I I i I I I
\ I III I. I —11 I —I 11 -1 I
/
iI I I- 1.:11 -1 I III -1 I i -1 I I / ..
/ a • o
.
— — — II =III =111 -- III =III =111 =►
r
r •
II IL III II ILI 111..1 \ , •
— — — — — —
, -1 -- 111 —III— —III —III -111 —III
—_ _ \ II II - --
II_III_III —I III III III — — --
r
, � RTE COLLAR " \ , /. � . � \� \
/. / / //\ / / / / //\ / CONCRETE / \\ /\ , \�
.\ / \ /\ /\ � /\ \ / 6x6 -.2x2 WOVEN OR
6" UNEXGAVATED WELDED WIRE MESH
UNDISTURBED UNDISTURBED
EARTH " 3000 LB CONCRETE
EARTH 6
.L
° , , BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING
d d
MATERIAL OR WITH STONE AS REQUIRED BY SPECIFICATIONS
STANDARD EXCAVATION OVERCUT EXCAVATION ., ..
.,
- 4 + d
..' . •o . A as a:
DUCTILE IRON GRAVITY SEWER
SECTION A
°
4 ° , .. EXISTING
o , ,
d
. O. 4t 5EMR bdAIN
CONCRETE BASE
BACKFILL MATERIAL m
III =1 11 =111 =1 11 -1 11 =1 I I -1 I l -1 I I =11 I
COMPACTED IN 6 LIFTS
=1 11 =1 11= „SE_CTC ION C C PIPE EMBEDMENT MATERIAL
III =1 11- I I I =1 11 =1 I I =� 11
MECHANICALLY TAMPED
_III -1 I i -1 I I —I 11 11 ..__III -1 I I ILI \/�
—I 11 =1 11 -11 I -11 iTl 11= 11 =1 I! =1 I i =l \
l= I= I i 1 =111 = 111 -1€ ;7E111=111 —I �/
\IIiII — = = —I III \ /
\ I I ITI I 111 -1 _ 12 MAX— \
=1 +
III —) I I —III 1 — 6 MIN / CENTERLINE OF INLET PIPING •
SPRING LINE OF PIPE — — P — _ \/ . , +..,�
\ _ \ S NOT ALLOWED IN EITHER 4 4 MIN. NATURAL
7/1 O \/ ! L
/ QUADRANT ADJOINING THE d -. �•� �• ' °: ° , NATURAL
GROUND
0 4 , ., d .° MANHOLE
\ MANHOLE OUTLET. . , - A > . STEPS GROUND
;.
6 MIN \ , o >P. -
CLASS
\ + \ \ 2
EMBEDMENT
\ \/ CONCRETE
r \ \ COLLAR TYP.
AA
SEE DETAIL FOR
\\\.\
UNDISTURBED STANDARD MANHOLE EXTEND FILTER FABRIC
EARTH .. ,\ , "
_ ., .. /\ \ \ - , •.;'; , ' 12 INTO CHANNEL BANK
EXISTING PIPE SAW . 4 , ,
STANDARD EXCAVATION
1 ° ° \ \ , \, \ .
CUT TO SPRINGLINE N r . , .. o , .. r \. \ \ �, , \
CLASS B RIPRAP
A d // \\ r 1 MINIMUM THICKNESS
11. . 1 1 1 ILI III Ill .
. ° •.
P ♦
d
,
... . . C , d
�\ r / PVC GRAVITY SEWER 12 17-6-
F
ILTER FABRIC BLANKET TEMP. 18 • CMP r { MIRAFI 140N OR APPROVED EQUAL} 4 ° , F OR STREAM -FLOW
,, •4. o _ o . BACKFILL MATERIAL BACKFILL MATERIAL
-
- — — — — " — — — — — o + d d
111 111 Ill 111 111 III .111 III 111 �., J o .. a .. °l o . ° , • . ,
COMPACTED IN 6 LIFTS — — — — — — — — — � — — _ ,. d . , °
COMPACTED IN 6 LIFTS � • � a ° A • . d
i it II 111
, A
III —i I I -1 I I_I I I_I I -1 I I_I I I —III -1 — — — -- — — — — o , d ° ,• . A , .. ° + sS! AA
i — — — — — — —
_ _ _ _ _ —I I -11 I -1 I —1 I I —k I I -1
/ I_ I I —i I _l I I -1 I I�I I L III III I 111 _ _ '�.�.
- - -- —
II_I I I -1 I I -1 L I --III III -1 I I_I I I�-
/ —i I _�i l i -1 I I -111
l I =1 11 =(1.1- 1.11 =1 11 =1 I =1111 11 -1 L_i I I I III as
\/ _ _I 12 MAX- .. 8" CMP
\ I I I =1 11=1 11 -1 = 12 MAX \ I J II 111 II I I N B
SECTION B TEMP 1
— — " / I I (=1 I MI I 1 =1 " N FOR STREAM FLOW
III -111_1 I I —I I —_6 MIN � / __ . � M� _ SEWER "
SPRING LINE OF PIPE — — _ �Q' — _ \/ SPRING LINE OF PIPE +J - �P
p \ 4 PIPE 6 OF #57
/ NOTES: WASHED STONE SANDBAGS
\ \ \ r 1. THIS DETAIL MUST BE USED FOR CONSTRUCTION OF ALL
/ \ \ MANHOLES OVER EXISTING SEWER MAINS.
as „ --�
CLASS I 6 MIN / I
CLASS 1 6 MIN � � / 2, LATERALS 6 AND LARGER SHALL BE CONNECTED AT MANHOLES ONLY.. � STREAM
\ -- 10
EMBEDMENT \
B
EMBEDMENT / �
1 ED DURING CONSTRUCTION. TI N AL PLAN
\ 3. FLOW SHALL BE MAINTA N SEC O BED
\ \
\ r
/
4. MANHOLE BASE SHALL
BE CAST IN PLACE. DEPTH
G INCREMENTS G / 2 MATERIAL
STONE .FOR
0 0 0 0
\ \
FOUNDATION
UNDISTURBED
r
. \
CONSTRUCTED
UNDERCUT EXCAVATION ONLY
NEW MANHOLE
EARTH i
0 0 0 ,
O O O O
AS DIRECTED BY ENGINEER
\
OVER EXISTING SEWER PIPE .
TRENCH
WIDTH
,
\
/ FILTER FABRIC r VA ES
\ /\ /\ /\ REVISION DATE •- NOVEMBER 3 2008
UNDISTURBED CLASS B RIPRAP (REMOVE AFTER
EARTH CONSTRUCTION OR REUSE FOR H
STREAM BANK STABLLIZATION
STANDARD EXCAVATION UNDERCUT EXCAVATION ) ,�..
SOILS TYPES
.WET CONDITIONS I UNSTABLE �
� N PROPOSED
WATER OR SEWER 'LINE
OR UNSTABLE CONDITIONS
PIPE IN WET SECTION BB
ALL
PIPE TYPES
TD BYEN ER IN
(AS DIRECTED G E
TOP STREAM BANK TOP STREAM BANK
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL STATE AND LOCAL SAFETY AND HEALTH
f
8
I
REGULATIONS WHICH HAVE JURISDICTION AT THE IT I
RESPONSIBILITY' TO BE I
E PROJECT CONTRACTOR'S E. T IS THE
FAMILIAR WITH THE APPLICABLE REGULATIONS AN D FOLLOW THEM ACCORDINGLY.
REMOVE SANDBAGS
SANDBAGS
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH a 4
.UPON REMOVAL OF CREEK w �
I F TRENCH SHOWN ON THIS DETAIL.
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH 0 T CROSSING STRUCTURES AND PIPE,
1 f5 1 I
N I
IMMEDIATELY INSTALL COIR to
0 BACKING ON
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE MATTING (N ) REMOVE TEMP. 18 TEMP, 1s CMP
» R 0 CREEK .SIDE
DISTURBED AREAS F CMP FOR STREAM
FOR STREAM FLOW
DEPTH REQUIRED. TRENCH REQUIRING 'UNDERCUT X 6 DEPTH INCREMENTS TO THE DE REQ
LENGTH OF THE Q SLOPES, OVERLAP .MATTING MIN. FLOW, UPON
OF 2" TO ADJACENT COMPLETION OF
4. CLASS I EMBEDMENT SHALL BE NCDOT STAND A RD # 67 STO NE OR APPROVED EQUAL. FOUN DATION STONE N
ON DISTURBED AREAS . DO NOT SEWER PIPE
MAT CREEK BOTTOM INSTALLATION
7 67 STONE OR APPROVED EQUAL. ,
SHALL BE NCDOT STANDARD 5 OR Q
0
TYPICAL GRAVITY SEWER TR DETAILS
W
_
z �
z >
W
REVISION DATE NOVEMBER 3, 2008 FLOW W W FLOW
PROPOSED
WATER OR SEWER
fi OF 7
A
5
# 7
ONCE INSTALLATION IS
6 OF
#5 LINE
WASHED STONE.:• WASHED STONE COMPLETE BACKFILL
TRENCH IMMEDIATELY
_ .
RIPRAP DAM
RESLO P E EXISTING S T RE A M BA N K TO ORI GIN AL NOTE. BOTTOM OF K
STREAM ED `SHALL
B
ANT. .,., .: >s .. .,w ........ ,.,.
CONTOURS AND STABILIZE WITH NATIVE PL _ �:...��• -l.. �._.:.r..:
BE RESTORED. TO THE
r.._...,. ,.
ED MIX PER EROSION CONTROL NOTES 4_
\ SE ERO N � .
!\ � ORIGINAL ELEVATION
�\
NORMAL- STREAM LEVEL
ANCHOR FABRIC 6
INTO EARTH FILL_ A A
COMPLETELY REMOVE
2 MAX. ALL ROCK ASSOCIATED
\� \\ \\
WITH DAM
NOTE: STABILIZE STREAM BANK PER
to DETAIL AFTER PIPE INSTALLATION
VARIES 6 » 12
» as
—
12 18 CLASS B RIPRAP
\\ CREEK TORA P IR DETAIL
\� \
FILTER FABRIC MIRAFI ,— \\
�� . A
140N OR EQUAL � \\ �-- EXTEND _RIPRAP A MINIMUM NOTE ALL DISCHARGE FROM DEWATERING THE WORK
\\ - AREA SHALL BE PUMPED TO EITHER A TEMPORARY
�-- OF 12 BELOW STREAM BED
SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS
S L
MAL CREEK CROSSING
STREAM BANK PROTECTION
(NO FERTILIZER TO BE USED WITHIN 100 OF BANK
V
V.
ce.
s
Oil
2
WZ
U)
�
r�
W0
3:
'v
0.
r
ce.
s
Oil
0)
0
w cn
Z,mj
�w
wo
U
U)
REVISION DATE - NOVEMBER 24, 2009
SHEET
BEFORE YOU DIG!
CALL 1 -800- 632 -4949 �(
N.C. ONE -CALL CENTER � 1
IT'S THE LAW! lJ
NO. DATE BY REVISION DESCRIPTION
r�
'v
r
u)
_
o
I—
o
z
tit
V_
w
IH
a
0
co
z
tt)
w
0
9
m
0,
k
<
U
w
5; w
0
w
a
w
w 5;
�� //.�:y
0
Z
0
U
�_
w
O
C21
Yii{
w
0
U
0)
0
w cn
Z,mj
�w
wo
U
U)
REVISION DATE - NOVEMBER 24, 2009
SHEET
BEFORE YOU DIG!
CALL 1 -800- 632 -4949 �(
N.C. ONE -CALL CENTER � 1
IT'S THE LAW! lJ
NO. DATE BY REVISION DESCRIPTION

z
u-
u-
5
a-
(o
4q
C)
cl!
U)
7
0
C>
I?
w
m
C)
t5
a)
W,
E
W
0
to
4)
NQTES:
1. CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION.
TYPICAL SITE ELECTRICAL_
TRENCH DETAIL.
M-,t ^I I A M^r-M
of% I lr_
CONTR
ENCLO
UNIT (
BRE0
MIN.
ALL
CONIC
BASE
TO ATS
TO PANELBOARD
TO TELEMETRY/ OR
TERMINAL CABINET
GENERATOR DETAIL_
NOT TO SCALE
AS NEEDED
AS REQ'D. -
6" MIN. 3" #4 BARS 11-o" O.C.
12" MAX.
NOT TO SCALE
- AS REQD.
3" 6" MIN.
1-­ 12" MAX.
FINISHED GRADE
NI \,V\
SUITABLE BACKFILL
z
I I Ml I I
=1 I 1=1 I M -
CA N
to
I I Ml I 1=1 I M �El I 1=
--ELECTRICAL WARNING TAPE
DATE
11 M I 1=1 I 1 :111 1 1=
REVISION DESCRIPTI N
.0. ouo­uo.-
0 0 pd!j o' ­u 0. .0. .0.
""COMPACTED GRAVEL
()o
9'�?oy?oy�oy?o 9d
ol n- 0 090
-SCHEDULE 40 PVC
.0.
jA S
-c k-4) 'C
-uo*-
6ncol
CONDUITS. NUMBER OF
CONDUITS AS INDICATED
0 D OHO 0 0.- 0
dP9 .0.1
ON DRAWING
UNDISTURBED
w
0
ROCK OR SOIL
a
w
w
I
3 3
z
------- 0- -.0 ------ ------
MIN. MIN. MIN.
z
u-
u-
5
a-
(o
4q
C)
cl!
U)
7
0
C>
I?
w
m
C)
t5
a)
W,
E
W
0
to
4)
NQTES:
1. CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION.
TYPICAL SITE ELECTRICAL_
TRENCH DETAIL.
M-,t ^I I A M^r-M
of% I lr_
CONTR
ENCLO
UNIT (
BRE0
MIN.
ALL
CONIC
BASE
TO ATS
TO PANELBOARD
TO TELEMETRY/ OR
TERMINAL CABINET
GENERATOR DETAIL_
NOT TO SCALE
AS NEEDED
AS REQ'D. -
6" MIN. 3" #4 BARS 11-o" O.C.
12" MAX.
NOT TO SCALE
- AS REQD.
3" 6" MIN.
1-­ 12" MAX.
r--------- I
ALTERNATE SUPPLY IS
UTILITY SUPPLY NOT A SEPARATELY U
TRANSFORMER SOLIDLY DERIVED SYSTEM IF THE z
GROUNDED SYSTEM NEUTRAL IS SOLIDLY
CAP z
YAGI DIRECTIONAL 1" SCHEDULE 40 x 1 op ON-SITE
1 5M (5 FT) RADIUS ANTENNA, ANTENNA ALUMINUM PIPE TYPE GENERATOR
��Olvl VENT (DIV. 2) r u.
0.9M (3 FT) RADIUS SPECIALISTS MODEL 6061-T6 ALLOY
0.9M (3 FT) RADIUS 0.9m OAM FROM VENT (DIV. 2) ASPG9980R
APPROVED EQUAL MANUFACTURER
FROM VENT (DIV. 1) (3 FT) (3 FT) ------ ----------------
RECOMMENDED r OWA4 Z 00
to 3-PHASE, 4-WIRE C4
ANTENNA MOUNTING SERVICE FRAME
BRACK 00
u z
GROUND 00
GRADE
SERVICE EQUIPMENT z RE
JUMPER, ANDREW HELIAX
w ALUM. r 'J SERIES, OR EGC 0
CAP APPROVED EQUAL 00
OVERCURRENT
n
Coo)
AND
z
DISCONNECTING
0.5M
\V U)
(1.5 FT) DIRECTION OF RADIATION GND
MEANS
0
to
MANUFACTURER to L ---------
RECOMMENDED
z
CLAMP KIT
x
m
-EGC
CONNECTOR TO TRANSITION
FROM JUMPER TO MAIN CABLE
v
r ------
ANDREW 7-16 DIA.
CONNECTORS OR APPROVED N
EQUAL
GROUND KIT, ANDREW SGPL,
#6 COPPER BONDING JUMPER
2-HOLE, LUG TYPE OR
APPROVED EQUAL
EGC 3-POLE TRANSFER
SWITCH
EQUIPMENT
WASTEWATER
4" SCHEDULE 40 ALUMINUM PIPE ANTENNA CABLE, ANDREW GROUNDING
I C*%/C*l TVDC AnAl —Tr% H n vlo,
lltU A Lur -SERIES R%
C NDU TOR ;Or
APPROVED EQUAL 4- *­V
(GREEN) 4
VALVE VAULT
-.00
I L N I Q:t ps
L— — — — — — fo
=4L>
CONNECTOR TO TRANSITION FROM LOAD En NI
col
Ai
v
MAIN CABLE TO JUMPER, ADREW
MAIN LIGHTNING CONDUCTOR, 000 ;:r
29 STRANDS OF 16 AWG
*0
7-16 DIA. CONNECTORS OR
COPPER WITH A CLASS ONE A�
APPROVED EQUAL SERVICE & GENERATOR GROUNDING DET A& I L-
RATING PER NFPA 780
NOT TO SCALE
WET WELL OR JUMPER, ANDREW HELIAX FSJ
BASIN VENTILATION #6 COPPER BONDING JUMPER SERIES, OR APPROVED EQUAL RACEWAY GROUND INSULATED BUSHING WITH GROUND LUG
LIGHTNING ARRESTOR$ -COORDINATE STUB-UP HEIGHT
ANDREW T SERIES, OR FINISHED SLAB
GROUNDING ROD APPROVED EQUAL WITH CONCRETE PAD AND
EQUIPMENT REQUIREMENTS
GRADE
DIVISION 1 DIVISION 2 UNCLASSIFIED -6:4
A \<
\x
��oo —
SECTION VIEW
x
eX,
X
x 'v
, ,, �: . . . Ai
X
/Z
RIGID GALVANIZED
STEEL CONDUIT
DIVISION 2 mu)
/'x ':x/
VENT PIPE DIVISION 1, INSIDE OF
VALVE VAULT
ACCESS HATCH FROM VENT OPENING
VALVE VAULT ACCESS HATCH w w
WET WELL 2�
0
INTERIOR TO A RADIUS OF 3 FT. PRECAST CONCRETE RIGID TO PVC ADAPTOR
z
DIVISION 1 cn w
POLE MOUNTED ANTENNA DETAIL- >
w >
NOTTO SCALE w 0 IV-
NQTE5 TO SEECIREfR: Er z
1. THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WERE PVC IS UTILIZED. PVCSHALLNOT a. D
. ..... ..... .......
BE EXTENDED ABOVE GRADE UNLESS SPECIFICALLY APPROVED. PVC MAY BE EXTENDED THROUGH Lu
SLAB INTO BOTTOM OF SWITCHBOARD cn
2. EXTEND ALL UNDERGROUND CONDUIT STUB-UPS TO A MINIMUM DISTANCE OF 5 FROM BUILDING.
TYPICAL CONDUIT STUB-UP
x
V NOTTO SCALE
4/0 BARE GRD
CONDUCTOR
PRECAST CONCRETE WET- DIVISION 2. BETWEEN RODS EXOTHERMIC WELD FINISHED GRADE
WELL EXTENDING 3 FT (TYP) CONNEC71ON (TYP)
HORIZONTAL BEYOND x
ACCESS HATCH AND
EXTENDING TO A
HEIGHT OF 1.5 FT INSULATED GROUND 0
ZZ X
WIRE TO PANELBOARD z (3) 0 cu
SEE SITE PLAN FOR IN RGS CONDUIT C) IT z 3:
v- "q
cr-
INLET SIZE w uj C>
00 C)
im 5:
>
w
PLAN VIEW W I CD
0 z Im z 1.. 0
GROUNDING UJ in
v
BUSHING 0) a co Z
w 0
wc) a 0
#2 AWG
NOTES: GROUND WIRE
FOR FURTHER INFORMA11ON REFER TO NFPA 820.
3/4" x 10 #-Olt
COPPERCLAD
WETWELL AND VALVE VAULT HAZARDOUS LOCATION DETAIL STEEL GRD ROD
(TYP)
NOT TO SCALE
30' MIN (TYP) <
LENGTH AS REQUIRED 3"0 GALVANIZED SCHEDULE
40 PIPE WITH GALVANIZED
STEEL PIPE CAP, FILL WITH v ui
FF -:FF -:FF =:FF =:F =:F = ff = ff zH
< co
SST UNISTRUT (LOCATE GROUNDING COUNTERPOISE 6ETAIL-
AS REQUIRED FOR
4+- 44- 44- EQUIPMENT MOUNTING) NOT TO SCALE
5
FINISHED GRADE
4
X
40 MIN. ALL SIDES
00 E.W. PLACE
-vr-- 8" THICK CONCRETE #4 0 8
AT MID DEPTH
SLAB (3,000 PSI)
1=1 117 3" ui
FINISHED GRADE
4 7 x N N\
NOTES:
1. PADS SHALL BE FIELD POURED.
2. CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN
3000 PSI.
3. PAD SHALL BE POURED TO 4" ABOVE GRADE, GROUT SHALL NOT BE SUBS11TUTED FOR CONCRETE
MIX. FINAL DRAWING SHEET
4. AH EDGES OF CONCRETE EXPOSED ABOVE GROUND SHALL HAVE A 1" CHAMFER. 12" TYP.
5. ANY DISTURBED EARTH OR FILL SHAH BE COMPACTED PRIOR TO INSTALLING PAD. l'-O" THICK LAYER COARSE AGGREGATE
6. PROVIDE ANCHOR BOLTS PER MANUFACTURERS RECOMMENDATIONS. (AASHTO NO. 8 OR NO. 57)
7. ADJUST FOUNDA11ON SIZE TO MATCH ACTUAL REQUIREMENTS OR SPECIFIC GENERATOR INSTALLED. -FOR REVIEW PURPOSES ONLY
8. CONCRETE SHAH EXTEND 12" BEYOND GENERATOR ENCLOSURE.
Rl RHr.TlnN
f'-%[=KlC:DATnD r.)An nf=TAII SWil CHRACKDEIIIIIIIIII AIL KinT PPI i=.4!z i=n F=nR rwnN.
NOT TO SCALE
NOT
TO
SCALE
CA N
to
NO.
DATE
BY
REVISION DESCRIPTI N
w
0
a
w
w
I
z
En
m
w
r--------- I
ALTERNATE SUPPLY IS
UTILITY SUPPLY NOT A SEPARATELY U
TRANSFORMER SOLIDLY DERIVED SYSTEM IF THE z
GROUNDED SYSTEM NEUTRAL IS SOLIDLY
CAP z
YAGI DIRECTIONAL 1" SCHEDULE 40 x 1 op ON-SITE
1 5M (5 FT) RADIUS ANTENNA, ANTENNA ALUMINUM PIPE TYPE GENERATOR
��Olvl VENT (DIV. 2) r u.
0.9M (3 FT) RADIUS SPECIALISTS MODEL 6061-T6 ALLOY
0.9M (3 FT) RADIUS 0.9m OAM FROM VENT (DIV. 2) ASPG9980R
APPROVED EQUAL MANUFACTURER
FROM VENT (DIV. 1) (3 FT) (3 FT) ------ ----------------
RECOMMENDED r OWA4 Z 00
to 3-PHASE, 4-WIRE C4
ANTENNA MOUNTING SERVICE FRAME
BRACK 00
u z
GROUND 00
GRADE
SERVICE EQUIPMENT z RE
JUMPER, ANDREW HELIAX
w ALUM. r 'J SERIES, OR EGC 0
CAP APPROVED EQUAL 00
OVERCURRENT
n
Coo)
AND
z
DISCONNECTING
0.5M
\V U)
(1.5 FT) DIRECTION OF RADIATION GND
MEANS
0
to
MANUFACTURER to L ---------
RECOMMENDED
z
CLAMP KIT
x
m
-EGC
CONNECTOR TO TRANSITION
FROM JUMPER TO MAIN CABLE
v
r ------
ANDREW 7-16 DIA.
CONNECTORS OR APPROVED N
EQUAL
GROUND KIT, ANDREW SGPL,
#6 COPPER BONDING JUMPER
2-HOLE, LUG TYPE OR
APPROVED EQUAL
EGC 3-POLE TRANSFER
SWITCH
EQUIPMENT
WASTEWATER
4" SCHEDULE 40 ALUMINUM PIPE ANTENNA CABLE, ANDREW GROUNDING
I C*%/C*l TVDC AnAl —Tr% H n vlo,
lltU A Lur -SERIES R%
C NDU TOR ;Or
APPROVED EQUAL 4- *­V
(GREEN) 4
VALVE VAULT
-.00
I L N I Q:t ps
L— — — — — — fo
=4L>
CONNECTOR TO TRANSITION FROM LOAD En NI
col
Ai
v
MAIN CABLE TO JUMPER, ADREW
MAIN LIGHTNING CONDUCTOR, 000 ;:r
29 STRANDS OF 16 AWG
*0
7-16 DIA. CONNECTORS OR
COPPER WITH A CLASS ONE A�
APPROVED EQUAL SERVICE & GENERATOR GROUNDING DET A& I L-
RATING PER NFPA 780
NOT TO SCALE
WET WELL OR JUMPER, ANDREW HELIAX FSJ
BASIN VENTILATION #6 COPPER BONDING JUMPER SERIES, OR APPROVED EQUAL RACEWAY GROUND INSULATED BUSHING WITH GROUND LUG
LIGHTNING ARRESTOR$ -COORDINATE STUB-UP HEIGHT
ANDREW T SERIES, OR FINISHED SLAB
GROUNDING ROD APPROVED EQUAL WITH CONCRETE PAD AND
EQUIPMENT REQUIREMENTS
GRADE
DIVISION 1 DIVISION 2 UNCLASSIFIED -6:4
A \<
\x
��oo —
SECTION VIEW
x
eX,
X
x 'v
, ,, �: . . . Ai
X
/Z
RIGID GALVANIZED
STEEL CONDUIT
DIVISION 2 mu)
/'x ':x/
VENT PIPE DIVISION 1, INSIDE OF
VALVE VAULT
ACCESS HATCH FROM VENT OPENING
VALVE VAULT ACCESS HATCH w w
WET WELL 2�
0
INTERIOR TO A RADIUS OF 3 FT. PRECAST CONCRETE RIGID TO PVC ADAPTOR
z
DIVISION 1 cn w
POLE MOUNTED ANTENNA DETAIL- >
w >
NOTTO SCALE w 0 IV-
NQTE5 TO SEECIREfR: Er z
1. THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WERE PVC IS UTILIZED. PVCSHALLNOT a. D
. ..... ..... .......
BE EXTENDED ABOVE GRADE UNLESS SPECIFICALLY APPROVED. PVC MAY BE EXTENDED THROUGH Lu
SLAB INTO BOTTOM OF SWITCHBOARD cn
2. EXTEND ALL UNDERGROUND CONDUIT STUB-UPS TO A MINIMUM DISTANCE OF 5 FROM BUILDING.
TYPICAL CONDUIT STUB-UP
x
V NOTTO SCALE
4/0 BARE GRD
CONDUCTOR
PRECAST CONCRETE WET- DIVISION 2. BETWEEN RODS EXOTHERMIC WELD FINISHED GRADE
WELL EXTENDING 3 FT (TYP) CONNEC71ON (TYP)
HORIZONTAL BEYOND x
ACCESS HATCH AND
EXTENDING TO A
HEIGHT OF 1.5 FT INSULATED GROUND 0
ZZ X
WIRE TO PANELBOARD z (3) 0 cu
SEE SITE PLAN FOR IN RGS CONDUIT C) IT z 3:
v- "q
cr-
INLET SIZE w uj C>
00 C)
im 5:
>
w
PLAN VIEW W I CD
0 z Im z 1.. 0
GROUNDING UJ in
v
BUSHING 0) a co Z
w 0
wc) a 0
#2 AWG
NOTES: GROUND WIRE
FOR FURTHER INFORMA11ON REFER TO NFPA 820.
3/4" x 10 #-Olt
COPPERCLAD
WETWELL AND VALVE VAULT HAZARDOUS LOCATION DETAIL STEEL GRD ROD
(TYP)
NOT TO SCALE
30' MIN (TYP) <
LENGTH AS REQUIRED 3"0 GALVANIZED SCHEDULE
40 PIPE WITH GALVANIZED
STEEL PIPE CAP, FILL WITH v ui
FF -:FF -:FF =:FF =:F =:F = ff = ff zH
< co
SST UNISTRUT (LOCATE GROUNDING COUNTERPOISE 6ETAIL-
AS REQUIRED FOR
4+- 44- 44- EQUIPMENT MOUNTING) NOT TO SCALE
5
FINISHED GRADE
4
X
40 MIN. ALL SIDES
00 E.W. PLACE
-vr-- 8" THICK CONCRETE #4 0 8
AT MID DEPTH
SLAB (3,000 PSI)
1=1 117 3" ui
FINISHED GRADE
4 7 x N N\
NOTES:
1. PADS SHALL BE FIELD POURED.
2. CONCRETE SHALL HAVE A MINIMUM ULTIMATE 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN
3000 PSI.
3. PAD SHALL BE POURED TO 4" ABOVE GRADE, GROUT SHALL NOT BE SUBS11TUTED FOR CONCRETE
MIX. FINAL DRAWING SHEET
4. AH EDGES OF CONCRETE EXPOSED ABOVE GROUND SHALL HAVE A 1" CHAMFER. 12" TYP.
5. ANY DISTURBED EARTH OR FILL SHAH BE COMPACTED PRIOR TO INSTALLING PAD. l'-O" THICK LAYER COARSE AGGREGATE
6. PROVIDE ANCHOR BOLTS PER MANUFACTURERS RECOMMENDATIONS. (AASHTO NO. 8 OR NO. 57)
7. ADJUST FOUNDA11ON SIZE TO MATCH ACTUAL REQUIREMENTS OR SPECIFIC GENERATOR INSTALLED. -FOR REVIEW PURPOSES ONLY
8. CONCRETE SHAH EXTEND 12" BEYOND GENERATOR ENCLOSURE.
Rl RHr.TlnN
f'-%[=KlC:DATnD r.)An nf=TAII SWil CHRACKDEIIIIIIIIII AIL KinT PPI i=.4!z i=n F=nR rwnN.
NOT TO SCALE
NOT
TO
SCALE
NO.
DATE
BY
REVISION DESCRIPTI N

z
ti
u.
D
Y
U
z
a
co
M
N
O
N
0)
N
In
3
O
w
CD
co
CD
0
3
cc
O
U
N
W
0
N
D
T
U
a�
E
ca
O
0
O
Di
ENGINE - GENERATOR SET SCHEDULE
MARK
STAND BY
...RATED
RATING
(KVA)
PF
VOLTAGE
NG KVA
STARTING
0
AT 15 /a
VOLTAGE DIP
_
OUTPUT
CB TRIP
RATING (A)
LOCATION
LOCA
-
EG 1
43.75
0. 8
480V 3PH 4% '60 HZ
s
51
60A
FMC LONG CREEK PS
EG -2
100
0.8
240V, 3PH, 3W, 60 HZ
90
200A
VANTINE PS
EG -3
63
0.8
24OV, 3PH, 3W, 60 HZ
67
150A
WNFIELD PS
EG -5
63
0.8
240V, 3PH, 3W, 60 HZ
90
150A
SHOPPING CENTER PS
EG -6
100
0.8
48OV, 3PH, 4W, 60 HZ
150
125A
COSTNER SCHOOL. ROAD PS
EG -7
63
0.8
240V, 3PH, 3W, 60 HZ
120
150A
SOUTHEAST PS
EG -8
63
0.8
240V, 3PH, 3W, 60 HZ
51
150A
CROWDERS MOUNTAIN PS
EG -9
63
0.8
240V, 3PH, 3W, 60 HZ
90
150A
I PINCHBACK PS
t
!�f
,
z
w
C'm
T SCHEDULE
TRANSI= ER sWl �� AUTOMATIC
PANEL M PZ 100
SWITCH
RATING _
A
BUS AMP
100A
MIN. A.I.C.
PRIMARY MAIN
10,000 BREAKER
30A"
SECONDARY
MAIN BREAKER 60A
-
ATS- 1
100A
MOUNTING SURFACE
277 480V, 3�, 4W
�
PHASE
1
OPEN
WIRE
3 VOLTAGE
120/240
3
240V, 3PH, 3W
10K
LOCATION FMC PUMP STATION RACK
NEMA TYPE
3R
ATS --3
150A
NOTES. PROVIDE PANELBOARD WITH INTEGRAL 10KVA TRANSFORMER -
240V, 3PH, 3W
CKT
BREAKER
DESCRIPTION
AMP POLES
LOAD KW
( )
A B
WIRE
NO SIZE
GND.
SIZE
COND
SIZE
COND
SIZE
GND. WIRE LOAD (KW)
SIZE SIZE NO A B
BREAKER
PO LES AMP
DESCRIPTION
CKT
1
_
SCADA RTU 100 20 1
0.3
2 12
12
314.
3/4
1 2 0.5
12 2
1 20
GENERATOR BATTERY CHARGER
2'
3
GENERATOR HEATER 20 2
0.7
3 12
12
314
A TS -8
0
1 20
SPARE
4
5
OPEN
0.7
ATS -9
200A
3
240V, 3PH, 3W
0 -
1 20
SPARE
6
7
SPARE. 20 1
-
_
1 20
SPARE
8
9
SPARE 20 1
-
_
1 20
SPARE
10
10,000
MAIN BREAKER
60A
T SURFACE
MOUNTING
PHASE
1
_
SUB TOTAL .LOAD KW
3
VOLTAGE
1
0.7
••
-
SUB TOTAL LOAD KW
0.5
0
.."
�
z
TOTAL LOAD KW
1.5
0.7
t
!�f
,
z
w
C'm
T SCHEDULE
TRANSI= ER sWl �� AUTOMATIC
MARK
SWITCH
RATING _
A
SWITCHED
POLES
VOLTAGE,
MINIMUM CLOSING
A ND WITH STAND '
RATING (RMS SM. A
ENCLOSURE TYPE
{ NEMA RATING }
TRANSITION
_
SERVICE
C
E
ENTRANCE C
RATED
-
ATS- 1
100A
3
277 480V, 3�, 4W
�
10K
4
OPEN
No
ATS.- 2
200A
3
240V, 3PH, 3W
10K
12
OPEN
YES
ATS --3
150A
3
240V, 3PH, 3W
10K
4
OPEN
YES
ATS 5
200A
3
240V, 3PH, 3W
10K
4
OPEN
YES
ATS -6
200A
3
277/48OV, 30, 4W
10K
4;
OPEN
NO
ATS -7
400A
3
240V, 3PH, 3W
10K
4
OPEN
YES
A TS -8
150A
3
240V, 3PH, 3W
10K
4
OPEN
YES
ATS -9
200A
3
240V, 3PH, 3W
10K
4
OPEN
YES
3
z
LTj u
PANEL LP-700 BUS AMP 100A MIN. A.I.C. 10,000 MAIN BREAKER 60A z
MOUNTING SURFACE PHASE 1 WIRE 3 VOLTAGE 120/240 !~-
LOCATION SHOPPING CENTER PS ` NEMA TYPE 3R
BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD ( KW) BREAKER
DESCRIPTION DESCRIPTION CKT
AMP POLES A B NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B POLES AMP
t
11 111
BATTERY CHARGER 2 i t /1j�
1 /4 /4 12 12 2 0.1 1 20 GENERATOR A r t
SCADA RTU 200 20 1 0.3 2 2 12 3 3
♦ r�
a
1 2 SPARE , 4 1 . ..
GENERATOR HEATER 20 2 0.7 3 42 12 3/4 0 ` • ..x'
GEN '�.. f
P
J
I
.: y
6 .. ..
1 20 SPARE- ..
20 1 SPACE - PFFB 8 — cn v�►,-
SPARE
•
Va
_ SPACE. =PFFB 10 ,• � 4 ,�
SPACE PFFB .r - .•• ,,
!j r`
SPACE -PFFB SPACE PFFB 12 t rr
_
iitlltttlr
SPARE 20 2
2 20 SPARE 14
16
SUB -TOTAL LOAD KW 1 0.7
I I
I
I I I
SUB -TOTAL
TOTAL
LOAD KW 0.1 0
AD KW 1.1 0.7
SUB -TOTAL LOAD KW 1 11 0.71 SUB -TOTAL LOAD KW 0.11 01 1
TOTAL AD KW 1.11 0.7
PANEL LP -900 BUS AMP 100A MIN. A.I.C. 10,000 MAIN BREAKER 60A
MOUNTING SURFACE PHASE 1 WIRE 3 VOLTAGE 1201240
°
v�- Z
z
LOCATION PINCHBACK; PS NEMA TYPE 3R
v
N
tl:
o
V_
Q
�ne
w
PANEL LP-800
BUS AMP
1OOA
MIN. A.I.C.
10,000
MAIN BREAKER
60A
T SURFACE
MOUNTING
PHASE
1
WIRE
3
VOLTAGE
120/240...
••
LOCATION CROWDERS MTN PS
NEMA TYPE
3R
.."
�
z
BREAKER LOAD ( KW)
DESCRIPTION
WIRE
GND.
COND COND
GND:
WIRE LOAD ( KW)
BREAKER
DESCRIPTION
CKT
,
�#�
z
AMP POLES A B
NO SIZE
SIZE
-SIZE SIZE
SIZE
SIZE NO A B
POLES AMP
1aa
SCADA RTU -200. 20 1 0,3
2 12
12
3/4 3/4
12
12 2 ` 0.1
1 20
GENERATOR BATTERY CHARGER
2
w"'"'.
GENERATOR HEATER 20 2 0.7
3 12
12
3/4
-
1 20
SPARE
4
i>
w
0.7
-
1 20
SPARE
6
w
a.
0
SPARE 20 1 -
SPACE - PFFB
8
0
..
SPACE. - PFFB
SPACE - PFFB
10
D
SPACE - PFFB
SPACE - PFFB
12
0
SPARE 20 2 -
-
2 - 20
SPARE
14
,6 I oD1¢I
BREAKER LOAD ( KW) WERE GND. COND COND GND. WIRE LOAD (KW) BREAKER Z m Z Q
DESCRIPTION DESCRIPTION CKT
P NO SIZE SIZE SIZE SIZE SIZE' SIZE NO ' A B POLES AMP Z W - 0 �
AMP POLES A< B S
;pct F- (!y o co Z
Q W Q
SCADA RTU -200 20 1 0.3 2 12 12 3/4 3/4 1 C3 -2 12 2 0.1 1 20 GENERATOR BATTERY CHARGER 2 o p p < ,
GENERATOR HEATER 20 2 07 3 12 12 3/4 - 1 20 SPARE 4
0.7 - 1 20 SPARE 6
SPARE 20 1 SPACE PFFB 8
SPACE - PFFB SPACE - PFFB ]12
SPACE - PFFB SPACE'- PFFB 0
SPARE 20 2 _ 2 20 SPARE 14
w
16
SUB -TOTAL LOAD KW 1 0.71 11 1 SUB -TOTAL LOAD KW 0.1 0
TOTAL ij5AD KW 1.1 0.7
FINAL DRAWING
SHEET
� PURPOSES LY
60
R RE VIE1/V
T
D II ON
_ N R ND T REL EA ED FOR
I ION DESCRIPTION
NO. DATE BY REVISION
SUB -TOTAL LOAD KW 1 11 0.71 SUB -TOTAL LOAD KW 0.11 01 1
TOTAL AD KW 1.11 0.7
PANEL LP -900 BUS AMP 100A MIN. A.I.C. 10,000 MAIN BREAKER 60A
MOUNTING SURFACE PHASE 1 WIRE 3 VOLTAGE 1201240
°
v�- Z
CD
3
LOCATION PINCHBACK; PS NEMA TYPE 3R
v
N
tl:
o
V_
Q
�ne
w
BREAKER LOAD ( KW) WERE GND. COND COND GND. WIRE LOAD (KW) BREAKER Z m Z Q
DESCRIPTION DESCRIPTION CKT
P NO SIZE SIZE SIZE SIZE SIZE' SIZE NO ' A B POLES AMP Z W - 0 �
AMP POLES A< B S
;pct F- (!y o co Z
Q W Q
SCADA RTU -200 20 1 0.3 2 12 12 3/4 3/4 1 C3 -2 12 2 0.1 1 20 GENERATOR BATTERY CHARGER 2 o p p < ,
GENERATOR HEATER 20 2 07 3 12 12 3/4 - 1 20 SPARE 4
0.7 - 1 20 SPARE 6
SPARE 20 1 SPACE PFFB 8
SPACE - PFFB SPACE - PFFB ]12
SPACE - PFFB SPACE'- PFFB 0
SPARE 20 2 _ 2 20 SPARE 14
w
16
SUB -TOTAL LOAD KW 1 0.71 11 1 SUB -TOTAL LOAD KW 0.1 0
TOTAL ij5AD KW 1.1 0.7
FINAL DRAWING
SHEET
� PURPOSES LY
60
R RE VIE1/V
T
D II ON
_ N R ND T REL EA ED FOR
I ION DESCRIPTION
NO. DATE BY REVISION