20140351 Ver 1_More Info Received_20140415

Strickland, Bev
From: Arrance, Keven <karrance @hazenandsawyer.com>
Sent: Tuesday, April 15, 2014 11:41 AM
To: Strickland, Bev
Cc: Diebolt, Linda
Subject: FW: DDWR# 140351 T Z Osborne Reclamation
Attachments: Plans for PCN App.pdf
Attached is . PDF of the drawings that were submitted for DDWR# Please
Principal need anything additional or have any problems with the attached file.
4011 WestChase Blvd., Suite 500, Raleigh, 1
1
karranceft, haze nand sawyer. com I haze nand sawyer. com
-- - - - - -- Original Message -- - - - - --
Subject: DDWR# 140351 T Z Osborne Reclamation
From: "Strickland, Bev" <bev.strickland @cdenr.gov>
To: " Diebolt, Linda" <Idieboltghazenandsawyer.co >,[e-mail]
CC:
Good Morning,
Could you please send me an electronic copy of the site plans you submitted with the above project? PDF is fine.
Thanks for all your help,
Bev
Beverly Strickland, Administrative Officer
Division of Water Resources
N.C. Department of Environment and Natural Resources
Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Stricklanda,ncdenr.gov
E -mail correspondence to and from this address mar° be subject to the Forth Carolina Puhlic Records Larti°and mar° be disclosed to thlr-d parties.
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CITY OF GREENSBORO, NORTH CAROLINA
DEPARTMENT OF WATER RE SOURCES
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
JANUARY 2013
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CONTRACT NO. 2011 -038
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REPRESENTATION,
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NUMERICAL INDICATOR `PIPE MATERAL (OPTIONAL)
FLOWSLREAMS
NOMINAL PIPE SIZE
ABBREVIATED PROCESS LINT
DESCRIPTION
VALVE SYMBOLOGY
FEATURE
UNCLASSIFIED. TYPE AS SHOWN ON THE
DRAWINGS ADJACENT M SYMBOL
FLOW METER
-� GATE VALVE
PLUG VALVE
I' V CHECK VALVE, GENERAL SYMBOL
ECCENTRIC REDUCER OR REDUCING BUSHING
CONCENTRIC REDUCER DR REDUCING BUSHNG
PIPELINE APPURTENANCES S-YMBO')LOGY
DOUBLE LINE SYMBOL 2NOLE� LINE
L,SYMBOL FEATURE
FLOW METER. GENERAL SYMBOL
VENTURI FLOW METER
MIRE MU DONG SYMBOL NOTES
1. SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING
SHOWN ON THE INTERIOR AND LXTERfOR PIPING DRAWINGS.
2. BOTH SIMPLIFIED AND COMPLEX JOINT REPRESENTATIONS MAY BE SHOWN ON
THE DRAWINGS.
3. UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED ON THE LAYOUT
AND SCHEMATIC DRAWINGS PIPE AND FITTING JOINT REQUIREMENTS FOR THE VARIOUS
PIPE MAIERWS ARE DEFINED IN THE SPECIFICATIONS.
SUBTITLE OR DESCRIPTION (AS REQ'D)
PLAN
1/4" - 1' -0'
SECTION NUMBER
SECTION c T')
SHEET WHERE CUT IS
3/4' m 1' -0' S -6 TAKEN
REMARKS
GENERAL
------ 20" Y19.N ---- -- EXISTING WATER MAIN
M
C_� _- SAN S - -- EXISTING SANITARY SEWER W/ MANHOLE
`-70' FM -- -- EXISTING FORCE MAIN
--T--- EXISTING BURIED TELEPHONE
IF SECTION OR DEAL 15 DRAWN
---- -OHP -.
ON THE SAME SHEET THAT R 6
CA TV- - - - - --
TAKEN FROM, THE SHEET NUMBER
CB
IS REPLACED WITH A HYPHEN, IF THE
V 15' .SS
SECTION IS REFERENCED ON '
EXISTING UTILITIES AND STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN
MULTIPLE SHEETS, THE SHEET NUMBER
DETAIL A
SHOWN INDTES THE FIRST
SHEET THE SECTION 5 TAKEN FROM.
3/4- - 1' -0- A -3
R/W - RIGHT OF WAY
I
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SHEET WHERE DETAIL IS
DRAWNG, SECTION-AND
TAKEN
DETAIL TIRE$.
REMARKS
GENERAL
------ 20" Y19.N ---- -- EXISTING WATER MAIN
M
C_� _- SAN S - -- EXISTING SANITARY SEWER W/ MANHOLE
`-70' FM -- -- EXISTING FORCE MAIN
--T--- EXISTING BURIED TELEPHONE
CIVIL NOTES
EX15ITNG POWER DUCTS OR CABLES
---- -OHP -.
OVERHEAD POWER
CA TV- - - - - --
EXISTING CABLE TFl.£OASION
CB
ENGINEER.
V 15' .SS
EXISTING STORM SEWER W /CATCH BASIN
EXISTING UTILITIES AND STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN
FIRE HYDRANT ASSEMBLY (EXISTING)
ACCURATE/COMPLETE
PLETE REPRESENTATION OF ACTUAL CONDITIONS. THE PROJECT DRAWINGS 00 NOT
FIR£ HYDRANT ASSEMBLY (PROPOSED/RELOCATED)
CLAIM TO SHO
CLAIM 70 SHOW ALI. EXISTING UTILITIES AND FEATURES. ALL CONTRACTORS ARE DIRECTS PRIOR €O
R/W - RIGHT OF WAY
I
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it - PROPERTY LINE
T
MECHANICAL JOINT
WHICH THEIR BIDS WILL BE EASED.
NEW MAN TO BE CONST. UNDER EXISTING UTILITY
2. LOCATIONS. ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES
STATED ON THIS SHEET AND STATED IN THE PROJECT DOCUMENTS AT NO ADDITIONAL COST TO THE
OWNER AND ENGINEER.
ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF
NEW MAIN TO BE CONST, OVER EXISTING UTILITY
THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY
NORTH CAROLINA
4 or o PP
EXMING POWER POLE
13 o c LP
EXISTING LIGHT POLE
PROVIDED ON THE DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY
BUSINESS HOURS. THE FINAL CEOTECHNICAL REPORT CAN BE FURNISHED IF DESIRED FOR THE
se -1
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SOIL BORING
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PIEZOMETER
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BENCH MARK
-X x-
EXISTING CHAIN UNK FENCE
WITH THE SPECIFICATIONS. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY
HAZEN AND SAWYER.
NEW CHAIN LINK FENCE
ON
7200
EXISTING CONTOUR
72.00
NEW CONTOUR
T2.00
EXISTING SPOT ELEVATION
1200
NEW SPOT ELEVATION
NAME
NEW STRUCTURES, STRUCTURAL
PUMP STATION
COMPONENTS OR EQUIPMENT
CLEAN OUT
EXISTING STRUCTURES
I I
(TO REMAIN)
CONCRETE
EXISTING STRUCTURES
RIGHT -OF -WAY
(TO BE MODIFIED)
CONDENSER WATER RETURN (SUPPLY)
EXISTING STRUCTURES
/I1fIi/I/
(TO BE REMOVED)
BRAIN
EXISTING PIPES
REINFORCED CONCRETE PIPE
(0 BE CUT AND CAPPED)
ANAIE
FUTURE
I---- - -..._
STRUCTURES
DIAMETER
NEW CONCRETE SLAB
RESTRAINED JOINT
OR SIDEWALKS
CIVIL NOTES
AIR
1. THE INFORMATION PROVIDED IN THESE PUNS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING
25. CONTRACTOR SHALL CLEAR AND GRUB THE PROJECT AREA IF REQUIRED FOR PROJECT ACTIVITIES
THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF
WHILE PRESERVING THE GENERAL SITE TOPOGRAPHY AT NO ADDITIONAL COST TO THE OWNER AND
WORK. ACTUAL CONDITIONS MAY DEVUTE FROM THE INFORMATION SHOWN IN PROJECT DOCUMENTS.
ENGINEER.
CONTRACTOR SHALL NOT HOLD OWNER OR ENGINEER RESPONSIBLE FOR ANY SUCH DEVIATIONS.
AIR COOLED CONDENSING UNIT
EXISTING UTILITIES AND STRUCTURES SHOWN IN PROJECT DOCUMENTS MAY NOT REFLECT AN
THE OWLWING THE BUBBLES ARE STALKED
ACCURATE/COMPLETE
PLETE REPRESENTATION OF ACTUAL CONDITIONS. THE PROJECT DRAWINGS 00 NOT
26. CONTRACTOR SHALL STOCKPILE EARTIRWORK AND MATERIALS fN THE AREAS SPECIFICALLY DESIGNATED
CLAIM TO SHO
CLAIM 70 SHOW ALI. EXISTING UTILITIES AND FEATURES. ALL CONTRACTORS ARE DIRECTS PRIOR €O
FOR STAGING. CONTRACTOR SHALL PROVIDE AOEOUATE PROTECTION TO AVOID AND MINIMIZE RUN -ON
T HT ANY
BIDDING TO CONDUCT WHATEVER INYE5TICATION THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR
AND RUN -OFF FROM SUCH ARM,
OWN CONCLUSION REGARDING THE ACTUAL CONDITONS THAT WILL BE ENCOUNTERED AND UPON
MECHANICAL JOINT
WHICH THEIR BIDS WILL BE EASED.
27. CONTRACTOR SRALL BE REQUIRED TO MEET THE GENERAL CONDITIONS AND PROJECT REOUIREMEKTS
2. LOCATIONS. ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES
STATED ON THIS SHEET AND STATED IN THE PROJECT DOCUMENTS AT NO ADDITIONAL COST TO THE
OWNER AND ENGINEER.
ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF
BLIND FLANGE
THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY
NORTH CAROLINA
THE LOCATIONS, ELEVATIONS, AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION.
28, A GEOTECHNICAL INVESTIGATION REPORT IS AVAILABLE FOR REVIEW BY THE CONTRACTOR FOR
CONTRACTOR SHALL VERIFY THE EXISTENCE AND ACCURACY OF BENCHMARKS AND CONTROL DATA
PREPARATION OF HIS BID AT THE OFFICE OF THE OWNER AND THE ENGINEER DURING REGULAR
PROVIDED ON THE DRAWINGS. PRIOR TO INITIATING CONSTRUCTION, CONTRACTOR SHALL NOTIFY
BUSINESS HOURS. THE FINAL CEOTECHNICAL REPORT CAN BE FURNISHED IF DESIRED FOR THE
ENGINEER IF DISCREPANCIES ARE FOUND.
AMOUNT OF $50 PAYABLE BY CHECK IN ADVANCE TO THE ENGINEER. THIS PAYMENT IS
BFV
NON - REFUNDABLE GEOTECHNICAL REPORTS AND DRAWINGS ARE NOT PART OF THE CONTRACT
3. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL FIELD VERIFY ALL
DOCUMENTS, BUT THE TECHNICAL DATA CONTAINED THEREIN UPON WHICH THE CONTRACTOR IS
UTILITIES AND NOTIFY THE INDIVIDUAL UTILITY COMPANIES PRIOR TO CONSTRUCTION IN ACCORDANCE
ENTITLED TO RELY, AS PROVIDED IN THE SPECIFICATIONS. ARE INCORPORATED HEREIN BY REFERENCE
WITH THE SPECIFICATIONS. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY
HAZEN AND SAWYER.
OUTSIDE DIAMETER
4. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY ON ANY CONFLICTS ARISING DURING
CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. ANY DEVIATION FROM PROPOSED
GENERAL GRADING AS SHOWN ON DRAWINGS SHALL BE PROHIBITED, WITHOUT APPROVAL FROM
ENGINEER AND OWNER. PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
UNLESS OI MMSC NOTED ON DRAWINGS.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH HAVE OCCURRED
SY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. STRUCTURES,
AND OTHER FEATURES AFFECTING HIS WORK. ITEMS SHALL BE REPLACED WITH THE SAME TYPE OF
MATERIAL THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION OR AS DIRECTED BY THE
ENGINEER.
6. THE CONTRACTOR SHALL COMPLY WITH OSHA EXCAVATION SAFETY STANDARDS (29 CFR PART 1926.650
SUBPART P) AND SPECIFICATION 02200. THE CONTRACTOR SS RESPONSIBLE FOR PROVIDING ADEQUATE
SAFETY TRAINING AND EQUIPMENT FOR THE WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ENGINEER AND OWNER ON
ALL CONNECTIONS TO THE EXISTING PIPING TO ENSURE CONTINUOUS OPERATION OF THE T.Z.
OSBORNE WRF WHILE UNDER CDNSTRUCTION.
B. ALL EXISTING UNDERGROUND PIPING THAT IS IN CONFLICT WITH THE PROPOSED STRUCTURES AND
NEW PIPING ARE TO BE RELOCATED UNLESS SPECIFICALLY INDICATED TO BE REMOVED,
9. IF A SYMBOL AND CALL.OUT CONFLICT WITH EACH OTHER, THE CALLOUF SHALL BE USED FOR
IDENTIFICATION.
10. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACHIEVE THE DESIRED HORIZONTAL AND VERTICAL
PIPELINE ROUTING BY DEFLECTION OF PIPE JOINTS USING NO MORE THAN 75X OF THE MAXIMUM
DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER.
11. SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER FOR APPROVAL OF ALL PIPE CONNECTIONS,
TRANSITIONS AND SPECIALS PRIOR TO INSTALLATION.
12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ACTUAL FIELD DIMENSIONS AND
COORDINATES TO ALL VALVE LOCATIONS AS CONSTRUCTED.
13. BEFORE STARTING ANY EXCAVATION CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES. ALL EXISTING UTILITY LOCATIONS MUST BE MARKED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
E4. ALL CONSTRUCTION TO COMPLY WITH CITY OF GREENSBORO STANDARDS. CITY OF GREENSBORO
STANDARDS ARE ACCESSIBLE VIA THE COT( OF GREENSBORO WEBSITE http: / /-r .9-nsbam -no.gw
15. STORM WATER MANAGEMENT FOR THIS PROJECT IS BEING PROVIDED ON -SITE. THE CONTRACTOR WILL
BE RESPONSIBLE FOR MAINTAINING ANY TEMPORARY STORMWATER CONTROL MEASURES DURING
CONSTRUCTION.
16. THE TOO -YR FLOODPLALN ELEVATION AT NORTH BUFFALO CREEK IS 718-fT (RAVDBB) PER FEMA FIRM
PANEL 37107875J. EFFECTIVE DAZE JUNE 10, 2007. THE 10D -YR FLCODPLAIN ELEVATION AT TZ
OSBORNE WRF 1S 69S-FT (NAVD08) PER FEMA PANEL 37107995J, EFFECTIVE DATE JUNE 18, 2007,
CONTRACTOR SHALL SCHEDULE WORK WITHIN THE FLOODPLAIN SO AS TO AVOID CONSTRUCTION WITHIN
THE FLOODPLNN DURING FLOODING EVENTS AND WET SEASON.
17. MAINTENANCE OF ALL $OIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES.
WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL EROSION AND
SEDIMENTATION CONTROL MEASURES PER THE EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL (http: / /Podal.nedenf"g/ eh /Ir /publimtlomiespuba) AS DEEMED NECESSARY BY
THE ENGINEER DURING CONSTRUCTION.
18. PROPERTY OWNER
CITY OF GREENSBORO FACILITIES CONSTRUCTION DIVISION
1001 4TH STREET. GREENSBORO, NC 27401, 336- 373 -7760
CONTACT FOR THIS PROJECT: BURCH SHUMATE
19. ENGINEER
DOM SMITH
54GO GL.ENWOOD AVENUE, SURE 3110, RALEIGH, MC 27612
CONTACT FOR THIS PROJECT: JAMES BUTCHER (919)787 -5620
20. CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM DRAINS AT END OF CONSTRUCTION
WHEN DISTURBED AREAS HAVE BEEN STABILIZED.
21. A 25 -FOOT UNDISTURBED BUFFER SHALL BE MAINTAINED ADJACENT TO ALL STREAMS.
22. NO DEBRIS, WASTE AND EXCESS MATERIALS SHALL BE DISPOSED OF IN A WATER OF THE STATE,
UNDER ANY CIRCUMSTANCE SUCH MATERIALS SHALL BE MANAGED PER SPECIFICATION 01110.
21 CONTRACTOR SHALL COMPLY WRIT ANY APPLICABLE RULES, LAWS AND REGULATIONS INCLUDING BUT
NOT LIMITED TO CITY STANDARDS, PLOODPWN DEVELOPMENT RULES /PERMIT AND COORDINATE WORK
WITH OWNER
NEW PAVEMENT
DETAIL LETTER 24, CONTRACTOR
TRUC STRUCTURAL AND G OTECHNICAL STABILITY LITY F THE PROJECT ES EA LACK THEREOF FOR MAINTAINING
57RUCTURW. PAID GEOTECHNICAL STABILITY pF THE PROJECT AREAS GORING CONSTRUCTION.
SECTION NUMBER E A -
1 1 M_I M -1 LEADER LINE
-ON LIVE J SHEET WHERE SECTION SHEET WHERE DETAIL
IS LOCATED IF THE IS LOCATED
29. CONTRACTOR TO VMFY LOCATIONS OF EXISTING TIE -IN POINTS, EXISTING UTILITIES WHICH MAY
REQUIRE REPLACEMENT AND LAYOUT YARD PIPING ACCORDINGLY. FITTINGS MAY BE REQUIRED TO BE
ROTATED AS NEEDED TO MAKE CONNECTIONS TO EXISTING YARD WIPING AND FACILITIES.
30. UNLESS OTHERWISE STATED ALL METALLIC YARD PIPING 4r AND LARGER SHALL BE RESTRAINED JOINT
PIPE.
31. ALL YARD PIPING INCLUDED IN THIS PROJECT SHALL BE REVIEWED AND APPROVED IN THE SHOP
DRAWING PROCESS FOR COMPLIANCE WITH SPECIFlCA710M 01300, INCLUDING DETAILED LAYOUT
DRAWINGS AND A DETAILED BILL OF MATERIALS
32. ALL PIPING CONNECTIONS NOT SPECIFICALLY CETAILEO IN THESE DRAWINGS SHALL BE SUBMRTEO BY
THE CONTRACTOR TO ENGINEER AS SHOP DRAWINGS FOR REVIEW AND APPROVAL THESE SUBMITTALS
SHALL BE PREPARED BY A PROFESSIONALLY LICENSED ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA THE SUBMITTAL SHALL INCLUDE THRUST ANALYSIS OF PIPING SYSTEMS INCLUDING
BUT NOT LIMITED TO TRANSITIONS OF PIPES FROM BELOW GROUND TO ABOVE GROUND ASSEMBLIES,
TIE -TN TO EXISTING PIPING AND OR DISSIMILAR MATERIALS AND OR PIPE SIZES, INCLUDING
CONNECTIONS, COUPUNGS. EXPANSION AND DISMANTLING JOINTS AND ROLLER SYSTEMS.
CIVIL ABBREVIATIONS
A
AIR
SECTION IS SHOWN ON
THE SAME SHEET R IS
MAXIMUM
THIS SYMBOLOGY TO BE
AGGREGATE BASE COURSE
CUT. THE SHEET
IF MULTIPLE DETAILS REFER TO THE SAME AREA OF
USED FOR SHORT SECTION
AIR COOLED CONDENSING UNIT
NUMBER IS REPLACED
THE OWLWING THE BUBBLES ARE STALKED
CUTS ONLY
SECTION CUT
WITH A DASH.
SYMBOLS
SIDE BY SIDE
DETAIL CALL OUT SYMBOLS
APPROX
DESIGNED BY:
J. WILLIAMS
MECHANICAL JOINT
ASPH
DRAWN Bri
Y. CARRION
CITY OF GREENSBORO
BF
BLIND FLANGE
NCRW
NORTH CAROLINA
BFP
SHEET CKICD 6Y
J. KOFFMAN Smith
NATURAL GAS '
BFPF
CROSS Cw'D BY:
WILLIAMS . WILMS
WRF EXPANSION AND BNR UPGRADES PROJECT
BFV
APPROVED BY:
J. MILES C- VOleseerMd(eeL
5100QdnwooeAVa e
T_Z. OSBORNE PACKAGE 3
BM
DATE: _ -'- -
:M19)° -
JANUARY tots Rrkidn. kC 27612 1 ^Td: DiilIl7fi7smD
29. CONTRACTOR TO VMFY LOCATIONS OF EXISTING TIE -IN POINTS, EXISTING UTILITIES WHICH MAY
REQUIRE REPLACEMENT AND LAYOUT YARD PIPING ACCORDINGLY. FITTINGS MAY BE REQUIRED TO BE
ROTATED AS NEEDED TO MAKE CONNECTIONS TO EXISTING YARD WIPING AND FACILITIES.
30. UNLESS OTHERWISE STATED ALL METALLIC YARD PIPING 4r AND LARGER SHALL BE RESTRAINED JOINT
PIPE.
31. ALL YARD PIPING INCLUDED IN THIS PROJECT SHALL BE REVIEWED AND APPROVED IN THE SHOP
DRAWING PROCESS FOR COMPLIANCE WITH SPECIFlCA710M 01300, INCLUDING DETAILED LAYOUT
DRAWINGS AND A DETAILED BILL OF MATERIALS
32. ALL PIPING CONNECTIONS NOT SPECIFICALLY CETAILEO IN THESE DRAWINGS SHALL BE SUBMRTEO BY
THE CONTRACTOR TO ENGINEER AS SHOP DRAWINGS FOR REVIEW AND APPROVAL THESE SUBMITTALS
SHALL BE PREPARED BY A PROFESSIONALLY LICENSED ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA THE SUBMITTAL SHALL INCLUDE THRUST ANALYSIS OF PIPING SYSTEMS INCLUDING
BUT NOT LIMITED TO TRANSITIONS OF PIPES FROM BELOW GROUND TO ABOVE GROUND ASSEMBLIES,
TIE -TN TO EXISTING PIPING AND OR DISSIMILAR MATERIALS AND OR PIPE SIZES, INCLUDING
CONNECTIONS, COUPUNGS. EXPANSION AND DISMANTLING JOINTS AND ROLLER SYSTEMS.
CIVIL ABBREVIATIONS
A
AIR
MAX
MAXIMUM
ABC
AGGREGATE BASE COURSE
MGD
MILUON GALLONS PER DAY
ACCU
AIR COOLED CONDENSING UNIT
MH
MANHOLE
AL
ALUMINUM
MISC
MISCELLANEOUS
APPROX
APPROXIMATE (LY)
MJ
MECHANICAL JOINT
ASPH
ASPHALT
N
NORTH
BF
BLIND FLANGE
NCRW
NON - CHLORINATED RECLAIMED WATER
BFP
BACK (LOW PREVENTER
NG
NATURAL GAS '
BFPF
BELT FILTER PRESS FEED
NPW
NON- POTABLE WATER
BFV
BUTTERFLY VALVE
NTS
NOT TO SCALE
BM
BENCHMARK
00
OUTSIDE DIAMETER
ON
BOTTOM
OVFL
OVERFLOW
BTWN
BETWEEN
PLW
PLANT WATER
CMU
CONCRETE MASONRY UNIT
PS
PUMP STATION
CO
CLEAN OUT
PW
POTABLE WATER
CONC
CONCRETE
R/W
RIGHT -OF -WAY
CWR
CONDENSER WATER RETURN (SUPPLY)
RAD
RADIUS
0
BRAIN
RCP
REINFORCED CONCRETE PIPE
DIP
DUCTILE IRON PIPE
RED
REDUCER
DIA
DIAMETER
RJ
RESTRAINED JOINT
DWG
DRAWING
RPZ
REDUCED PRESSURE ZONE
E
EAST
S
SOUTH
CA
EACH
SAN
SANITARY
EL
ELEVATION
SBS
SODIUM BISULFITE
FCE
FINAL CLARIFIER EFFLUENT
SC
SCUM
fEQI
FLOW EQUALIZATION INFLUENT
SPD
SUMP PUMP DISCHARGE
HEQR
FLOW EQUALIZATION EFFLUENT
SO
SQUARE
FFE
FINISHED FLOOR ELEVATION
SS
SANITARY SEWER
FIL
FILTRATE
STA
STATION
FILE
FILTER EFFLUENT
5W
SERVICE WATER
rLG
FLANGE/FLANGED
TIED
TO BE DETERMINED
FSE
FINAL SETTLING TANK EFFLUENT
TEL
TELEPHONE
FT
FEET /FOOT
TYP
TYPICAL
GIs
GEOGRAPHICAL INFORMATION SYSTEM
W
WATER
GR
GRIT
WHS
WASH HOSE STATION
GS
GALVANIZED STEEL
WM
WATER MAIN
GV
GATE VALVE
HOCL
HYPGCHLOROE SOLUTION
HW
HEAD WALL
10
INSIDE DIAMETER
IE
INVM ELEVATION
IN
INCH
LL
LINFAI FEET
PROJECT NO. 5145 -52159 CODISYP
CIVIL ABBREVIATIONS, SYMBOLS FILL NAM SHEET NO.LIDWI
AND GENERAL NOTES I C -1

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PROJECTLIMITS
a / CITY OF GREENSBORO PACKAGE 2 CONTRACTOR
PROJECT LIMITS CONTROL POINT 218 PARKING, STAGING AND SPOILS _
_ PACKAGE 2 CONTRACTOR
a /
� � N= 855693.33 HOLpiNC AREA � � � � STAGING AREA
o E= 1795452.67 13 AC •PUNT ROAD t2 AC
e EL 748.97 �'
I
CITY OF GREENSBORO
1 i I a„ CONTRACTOR'S TRAILER CONTROL POINT 215
S
r ENGINEER'S TRAILER = 856411.70
7i 1 DUMPSTER(S) E= 1796935.90
O / AND INCINERATOR IMPROVEMENTS EL 744.94
i0.7 AC -
ROJECT LIMITS
ADMINISTRATION 1 i -
BUILDING
IVETLANQS APPROXIMATE LIMITS
E ♦ �OJEIMBS { F CONSTRUCTION
C7 L
369.2' 1,� PACKAGE 2
BLOWER AND
SERWCE 611XVINGj
0 1•
x " % CONSTRU ON ENTRANCE
SEE DETAIL A/CO -2
- 1 PROJECT LIMITS
PROJECT LIMITS
,
FINAL SETTLING `� r
TANK 8 4I
a � UUU I r 5f BY OTHERS 1� r
o - I Ai6naAi TANKS I I I AERATION TAt�XB y ��
a 1. CONTRACTOR SHALL NOT BE PERMITTED TO USE MAIN PLANT ENTRANCE FOR n AERAriOi TANKS ' i No.5 -8 i I I I ; No.f3 -r5
w CONSTRUCTION TRAFFIC. ALL CONSTRUCTION TRAFFIC SHALL BE ROUTED PACKAGE 1 No. f -4 I ' !_ AERATION TANKS I I BY O i ERE I FINAL SETTLING i
THROUGH THE CONSTRUCTION ENTRANCE THE CONSTRUCTION ENTRANCE CONTRACTOR I No.-9-12 j Q TANK No. 9 ; ;I
4+ r� SHALL RE STABILIZED PER DETAIL A/CD --2 (TYP 2 PLACES). " STAGING AREA ? E i i f1.2 AC BY OTHERS
v i1 I I
a
? 2. CONSTRUCTION ACTA/ITIES, TO INCLUDE TRAFFIC AND CONTRACTOR EMPLOYEE �' + I ek L
w FOOT TRAFFIC, SHALL REMAIN WITHIN THE PROJECT LIMITS SHOWN.
APPROXIMATE LIMOS
3. TRAFFIC FLOW PATTERNS REQUIRE ADJUSTMENT IF PACKAGE 2 AND 3 OF CONSTRUCTION j PROJECT LIMITS
Em a CONTRACTORS ARE ON -SITE AT THE SAME TIME. IF REQUIRED THE PACKAGE 1
-9 a° ° CONTRACTORS SHALL CONFIRM TRAFFIC FLOW PATTERNS WITH OWNER AND FINAL SETTLING FINAL SETTLING 'FINAL SETTLING- FINAL SETTLING 1 FINAL SETTLING FINAL SETTLING
ENGINEER PRIOR TO COMMENCING CONSTRUCTION ACTNRES. I TANK No. f TANK No.2 TANK Na.5 TANK No.6 / 1 t TANK No.7 TANK No. IO
�- / \ •• I BY OTHERS r'
4. PACKAGE 3 TOTAL PROJECT AREA X79 AC AND INCLUDES; CONSTRUCTION, 4'
x ' FINAL SETTLING TAN
°u INGRESS. EGRESS, STAGING, STORAGE, LAY GOWN, HOLDING AND TRAILER
PROJECT LIMITS AREAS. rPROJECT LIMITS B
,AS PUMP STATION No.2
5. o DISTRIBUTION CH4MHER 1
PROJECT LIMITS \ PRIMARY SETRfNG 1 -
c 1
S. UMffB OF CONSTRUCTION SHOWN FOR PACKAGES 1 &2 ARE APPROXIMATE AND
TANKS No. f -4 RAS PUMP STATON Na. f RASr PUMP STATION No.,7
!, v
° o SHOWN FOR INFORMATION PURPOSES ONLY / I
._ 203.3' FINAL SETTLING FWAL SETTLING
INCENERATOR II TANK No.3 TANK N°.4
W 6. CONTRACTOR USE AREAS SHALL BE RESTORED TO PRE CONSTRUCTION �4'
CONDITION DR BETTER. /�'�. PRIMARY SETTLING IMCONTRACT, 1 �, \ / ` EFFL
4 UENT
��� TANK No.5 a \`I �-
`� �'' a PRIMARY SETTLING o STAGING AREA n FILTERS n I \
` -7. THE WALKWAY BETWEEN THE ADMINISTRATION BUILDING AND THE ROADWAY r� ' TANK No.6 3)
SHALL REMAIN OPEN AND ACCESSIBLE TO PLANT PERSONNEL AT ALL TIMES. F / a \� C '° +� F P
FLOW EOUAUZA7FDN,� PACKAGE 3
i z °
s 8. SEE SHEET C -4 FOR SURVEY INFORMATION. �1 j
a TANK
BY OTHERS PROJECT UMIT5 i O' -'� -- - t CONTRACTOR
I
mv< STAGING AREA 2 10.6 AC 9. CITY OF GREENSBORO SITE CONTROL POINTS; �•-+ ! 570RMWAT,ER
SCUM I E j RETENT/ON
xe N t 4 PRECONCENTIRATOR ` !I rAROJECT LIMITS POND
a° ° COG 215 N 856411.7008E 1796935.8990 EL 744.9396 {SEE THIS SHEET) }' ` l ._FLOW FQ 7AT7ON� 1B' a° rl Y
n ~o COG 216 N 855081.5195 E 1797642.1199 EL 705.9057 (SEE C -4) 1 \ \ I 17• Y L_ -� Io I /
n / ° SOLIDS HANDLING ❑ CHLORINATION
n h
COG 218 N 855693.3154 E 1795452.8752 EL 748.9690 (SEE THIS SHEET) .\ @ 1� i
a $ ` _ G� _ BUILDING j BUILDING o00 /
a n `�� -GRAVITY SLUDGE r�J-_
m � °w � � � - THICKENERS AND I
PUMP STATION c f I CHLORINE CHLORIN£ I /
AND PRE - AERATION INCINERATOR M/`n THICKENED SLUDGE CHLORIN E CONTACT CONTACT I //
TANKS AND PS IMPROVEMENTS HOLDING TANKS a CONTACT I TANK AND TANK AND k/ ��
,J I- - \ rJ - CONTRACTOR ' .•'� TANK GA3GADE'S CASCADES I i
% 3 STAGING AREA - 14
I y - MATCH LINE 1 t0.3 Ac
a
��ao4
U�
�qW
DESIGNED By ----_,ft
DRAWN BY• Y. CARRION
SHEET CHILD 8Y: J• HOFFMAN
CROSS CHK "D BY.---,R . WILL IA.MS
REV. APPROVED Bh J. MILLS
NO. DATE ORWN CHKD REMARKS
DATE; JANUARY, 2,013
MATCH LINE 2
WILLIAMS
CDM CITY OF GREENSBORO PROJECT NO. 6145 -82159
Siiil #h NORTH CAROLINA CONTRACTOR STAGING FILE MIME. C006CSAP.DWi
Ge°GWe o MC1(aea6uo IV. WRF EXPANSION AND BNR UPGRADES PROJECT AND LAY DOWN AREAS C -3
�`°°M'°"C°°'A"°"'s I!093 T-Z, OSBORNE - PACKAGE 3
leblph NC27612 I TN: pT8JT87�
NC Llmrge NO F[F112
94% SUBMITTAL - NOT FOR CONSTRUCT10P
B C
LEGEND :
: i� r i
iL
D
CONSTRUCTION E
PACKAGE 3 CONTRACTOR SEE DETAIL
PARKING, STAGING AND SPOILS
HOLDING AREA
t4.4 AC
PROJECT LIMITS-
r
v
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.add
I " WE RANDS V �` '•r,
S. BUFFACO'CREEK
PROJECTLIMITS
a / CITY OF GREENSBORO PACKAGE 2 CONTRACTOR
PROJECT LIMITS CONTROL POINT 218 PARKING, STAGING AND SPOILS _
_ PACKAGE 2 CONTRACTOR
a /
� � N= 855693.33 HOLpiNC AREA � � � � STAGING AREA
o E= 1795452.67 13 AC •PUNT ROAD t2 AC
e EL 748.97 �'
I
CITY OF GREENSBORO
1 i I a„ CONTRACTOR'S TRAILER CONTROL POINT 215
S
r ENGINEER'S TRAILER = 856411.70
7i 1 DUMPSTER(S) E= 1796935.90
O / AND INCINERATOR IMPROVEMENTS EL 744.94
i0.7 AC -
ROJECT LIMITS
ADMINISTRATION 1 i -
BUILDING
IVETLANQS APPROXIMATE LIMITS
E ♦ �OJEIMBS { F CONSTRUCTION
C7 L
369.2' 1,� PACKAGE 2
BLOWER AND
SERWCE 611XVINGj
0 1•
x " % CONSTRU ON ENTRANCE
SEE DETAIL A/CO -2
- 1 PROJECT LIMITS
PROJECT LIMITS
,
FINAL SETTLING `� r
TANK 8 4I
a � UUU I r 5f BY OTHERS 1� r
o - I Ai6naAi TANKS I I I AERATION TAt�XB y ��
a 1. CONTRACTOR SHALL NOT BE PERMITTED TO USE MAIN PLANT ENTRANCE FOR n AERAriOi TANKS ' i No.5 -8 i I I I ; No.f3 -r5
w CONSTRUCTION TRAFFIC. ALL CONSTRUCTION TRAFFIC SHALL BE ROUTED PACKAGE 1 No. f -4 I ' !_ AERATION TANKS I I BY O i ERE I FINAL SETTLING i
THROUGH THE CONSTRUCTION ENTRANCE THE CONSTRUCTION ENTRANCE CONTRACTOR I No.-9-12 j Q TANK No. 9 ; ;I
4+ r� SHALL RE STABILIZED PER DETAIL A/CD --2 (TYP 2 PLACES). " STAGING AREA ? E i i f1.2 AC BY OTHERS
v i1 I I
a
? 2. CONSTRUCTION ACTA/ITIES, TO INCLUDE TRAFFIC AND CONTRACTOR EMPLOYEE �' + I ek L
w FOOT TRAFFIC, SHALL REMAIN WITHIN THE PROJECT LIMITS SHOWN.
APPROXIMATE LIMOS
3. TRAFFIC FLOW PATTERNS REQUIRE ADJUSTMENT IF PACKAGE 2 AND 3 OF CONSTRUCTION j PROJECT LIMITS
Em a CONTRACTORS ARE ON -SITE AT THE SAME TIME. IF REQUIRED THE PACKAGE 1
-9 a° ° CONTRACTORS SHALL CONFIRM TRAFFIC FLOW PATTERNS WITH OWNER AND FINAL SETTLING FINAL SETTLING 'FINAL SETTLING- FINAL SETTLING 1 FINAL SETTLING FINAL SETTLING
ENGINEER PRIOR TO COMMENCING CONSTRUCTION ACTNRES. I TANK No. f TANK No.2 TANK Na.5 TANK No.6 / 1 t TANK No.7 TANK No. IO
�- / \ •• I BY OTHERS r'
4. PACKAGE 3 TOTAL PROJECT AREA X79 AC AND INCLUDES; CONSTRUCTION, 4'
x ' FINAL SETTLING TAN
°u INGRESS. EGRESS, STAGING, STORAGE, LAY GOWN, HOLDING AND TRAILER
PROJECT LIMITS AREAS. rPROJECT LIMITS B
,AS PUMP STATION No.2
5. o DISTRIBUTION CH4MHER 1
PROJECT LIMITS \ PRIMARY SETRfNG 1 -
c 1
S. UMffB OF CONSTRUCTION SHOWN FOR PACKAGES 1 &2 ARE APPROXIMATE AND
TANKS No. f -4 RAS PUMP STATON Na. f RASr PUMP STATION No.,7
!, v
° o SHOWN FOR INFORMATION PURPOSES ONLY / I
._ 203.3' FINAL SETTLING FWAL SETTLING
INCENERATOR II TANK No.3 TANK N°.4
W 6. CONTRACTOR USE AREAS SHALL BE RESTORED TO PRE CONSTRUCTION �4'
CONDITION DR BETTER. /�'�. PRIMARY SETTLING IMCONTRACT, 1 �, \ / ` EFFL
4 UENT
��� TANK No.5 a \`I �-
`� �'' a PRIMARY SETTLING o STAGING AREA n FILTERS n I \
` -7. THE WALKWAY BETWEEN THE ADMINISTRATION BUILDING AND THE ROADWAY r� ' TANK No.6 3)
SHALL REMAIN OPEN AND ACCESSIBLE TO PLANT PERSONNEL AT ALL TIMES. F / a \� C '° +� F P
FLOW EOUAUZA7FDN,� PACKAGE 3
i z °
s 8. SEE SHEET C -4 FOR SURVEY INFORMATION. �1 j
a TANK
BY OTHERS PROJECT UMIT5 i O' -'� -- - t CONTRACTOR
I
mv< STAGING AREA 2 10.6 AC 9. CITY OF GREENSBORO SITE CONTROL POINTS; �•-+ ! 570RMWAT,ER
SCUM I E j RETENT/ON
xe N t 4 PRECONCENTIRATOR ` !I rAROJECT LIMITS POND
a° ° COG 215 N 856411.7008E 1796935.8990 EL 744.9396 {SEE THIS SHEET) }' ` l ._FLOW FQ 7AT7ON� 1B' a° rl Y
n ~o COG 216 N 855081.5195 E 1797642.1199 EL 705.9057 (SEE C -4) 1 \ \ I 17• Y L_ -� Io I /
n / ° SOLIDS HANDLING ❑ CHLORINATION
n h
COG 218 N 855693.3154 E 1795452.8752 EL 748.9690 (SEE THIS SHEET) .\ @ 1� i
a $ ` _ G� _ BUILDING j BUILDING o00 /
a n `�� -GRAVITY SLUDGE r�J-_
m � °w � � � - THICKENERS AND I
PUMP STATION c f I CHLORINE CHLORIN£ I /
AND PRE - AERATION INCINERATOR M/`n THICKENED SLUDGE CHLORIN E CONTACT CONTACT I //
TANKS AND PS IMPROVEMENTS HOLDING TANKS a CONTACT I TANK AND TANK AND k/ ��
,J I- - \ rJ - CONTRACTOR ' .•'� TANK GA3GADE'S CASCADES I i
% 3 STAGING AREA - 14
I y - MATCH LINE 1 t0.3 Ac
a
��ao4
U�
�qW
DESIGNED By ----_,ft
DRAWN BY• Y. CARRION
SHEET CHILD 8Y: J• HOFFMAN
CROSS CHK "D BY.---,R . WILL IA.MS
REV. APPROVED Bh J. MILLS
NO. DATE ORWN CHKD REMARKS
DATE; JANUARY, 2,013
MATCH LINE 2
WILLIAMS
CDM CITY OF GREENSBORO PROJECT NO. 6145 -82159
Siiil #h NORTH CAROLINA CONTRACTOR STAGING FILE MIME. C006CSAP.DWi
Ge°GWe o MC1(aea6uo IV. WRF EXPANSION AND BNR UPGRADES PROJECT AND LAY DOWN AREAS C -3
�`°°M'°"C°°'A"°"'s I!093 T-Z, OSBORNE - PACKAGE 3
leblph NC27612 I TN: pT8JT87�
NC Llmrge NO F[F112
94% SUBMITTAL - NOT FOR CONSTRUCT10P
CDM CITY OF GREENSBORO PROJECT NO. 6145 -82159
Siiil #h NORTH CAROLINA CONTRACTOR STAGING FILE MIME. C006CSAP.DWi
Ge°GWe o MC1(aea6uo IV. WRF EXPANSION AND BNR UPGRADES PROJECT AND LAY DOWN AREAS C -3
�`°°M'°"C°°'A"°"'s I!093 T-Z, OSBORNE - PACKAGE 3
leblph NC27612 I TN: pT8JT87�
NC Llmrge NO F[F112
94% SUBMITTAL - NOT FOR CONSTRUCT10P
94% SUBMITTAL - NOT FOR CONSTRUCT10P

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INSTALL BUFFERED END SECTION
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PER NCDOT STANDARDS
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i REMOVE 12" CWS PIPE
REMOVE CHAIN LINK FENCE
E 1797150.92
^, N 855019.89
N 854983.27
d---
- - - --i '' E 1797152.19
1 REMOVE 6" PLANT WATER i
E 179721 1.97 � to
N 855044.43 �� 1 YES ,,REMOVE 6" NATURAL GAS
E 1797210.69 'N 855035.32
REMOVE APPROXIMATELY 300Lf A i Y,rE 7797205.05
11 6" NATURAL GAS
! i
'REMOVE 6' SUMP DRAIN �� 1 "iA
N 855023'02 ¢
E 1797207.34 fO 'T a
`' REMOVE 6" SUMP PUMP DISCHARGE ' f �12- CRIV .I. . .;
N 855020.05 y / 2 -4" NOCL fill �I
r E 1797206.13 �' 2_3" NOCL � REMOVE APPROXIMATELY 15OLF o � ' ,� ADANDON£O6" SUMP DRAIN
Y. o Ii Ii/1 I SC/
REMC IOLF 1} 1 / / ," HG _>J 6" PLANT WATER i
I y
SPD I„ V
q •j ����/ j 1 4" �
REMOVE APPROXIMATELY 15OLF "/ J7 I I I / I• I
6" SUMP PUMP DISCHARGE ; 'Y f'I I� f; CRW
8 PW
z /I I
"
REMOVE 30' EXHAUST -RCP I 11111 1
REMOVE APPROXIMATELY 55LF
OUTFACE STRUCTURE AND 047.5D g^ BLDG STORM DRAIN -DIP'\
N 755247.50 I 1 ;
I
E 1797270.00
rx
REMOVE 36' EXHAUST -RCP ABANDONED
IIEi 12 "CR
SPD--\
'EMOVE ABANDONED LINES AS
AP ENDS OF REMAINING PIPE
IIIY
REMOVE 6' NATURAL GAS
N 855103.35
E 1797195.42
ill
1111i"111 HHI -5
OUTFALL STRUCTURE AND RIPRAP }' I i t/ i f 3O" EXHAUST J N 855065.84 RELOCATE EXIST FH } y / HHT -6f mall REMOVE APPROXIMATELY E 1797301.27 ASSEMBLY SE£ YARD iI I ITELE, LNI£RCOM 111
350LL OF CHAIN ,PIPING PLAN FOR NEW
LINK FENCE LOCATION I II / AND SYSTEM AMH 3 1 I
REMOVE CHAIN LINK FENCE //� / ,Y y I ; j / 1 REMOVE APPROXIMATELY 45
854940.21 / �/ �' • Y y I l / 1 I 30" EXHAUST -RCP
E 1797.3 _11 �� -�' fi I II /1 FROM FIRST JOINT OUTSIDE
• /��!` / / / 7�-✓-`� -F fE HLORINATION BUILDING UP TO
/ / ;L�'% / / REMOVE APPROXIMATELY 22OLF (EA) !-' / - /-� f I ��/j AND INCLUDING THE WINGWALL
• / / / /-! f / / OF ABANDONED 8' CWR AND 12" CWS N 855084.59
CAP ENDS OF REMAINING PIPE •� d I l , l E 1797248.25
/ REMOVE APPROXIMATELY 15OLF
1" SBS .� I li /i I 36' EXHAUST IIEIE
� I
Ii
�4 -1" NOCL
REMOVE 14" NPW
N 8552
E 17971,
REMOVE APPROXIMATELY 4OLF
MH 14' NPW -
SYSTEM _-
' -
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---- -1" NOCL -�-- - ---
��
I
REMOVE 14' NPW PIPE
N 855219.23 �- ---y��
i
E 1797150.92
REMOVE 1" SBS PIPE / €/
REMOVE 6' SUMP PUMP DISCHARGE
REMOVE 2 EXHAUST FANS 480V SYSTEM
AND ASSOCIATED
N 855009.78
�JI/
N 855090.66
,
CHLORINATION BUILDING
E 1797384.01
E 1797330.44
fir- =z"
5- __'- -_2^ S-
N 855273.65
E 1797160.22
I I
REMOVE APPROXIMATELY 120LF
3' SERVCE WATERl SERVICE WATFR- =
ABANDONED 48" FSE
NC lk»rue No. F-o�u
8" SERVICE WATER=
j;I 1 1
I REMOVE 6' PLANT WATER
N 855115.90-
/
E 1797330.49
•
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/ Y�111I
i REMOVE 1" SBS PIPE
/ /
•
\�
\ �i - -Nf}-
N 855116.09-
/ /
,
E
E 1797301.94
REMOVE 12" CWS WS PIPE
N 855125.06-
E
/
1797327.11
CHLORIN£ REMOVE 6" SUMP DRAIN
CONTACT
TANK AND N 855126.27"
CASCADES I E 7797321.27
111
/
CUT AND RIEMOVF, AS NECESSARY, REMOVE APPROXIMATELY 95' OF
2" NPW TO EXISTING VALVE
(9) 1" HOCI LINES FROM THE
f /
BOX NEAR THE OUTFALL
JUNCTION BOX ADJACENT TO THE -
STRUCTURE ±320 Lf
SODIUM HYPOCLORfTE FACiL11Y TO THE
\�
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CHLORINATION BUILDING
� I
Ii
�4 -1" NOCL
REMOVE 14" NPW
N 8552
E 17971,
REMOVE APPROXIMATELY 4OLF
MH 14' NPW -
SYSTEM _-
' -
---- -1" NOCL -�-- - ---
��
I
REMOVE 14' NPW PIPE
N 855219.23 �- ---y��
i
E 1797150.92
- MH 4 -1
REMOVE 2 EXHAUST FANS 480V SYSTEM
AND ASSOCIATED
DRAWN 8Y• Y. CARRION
SHEET CRK'D BY: J. NOFFMAN
CROSS CHKD 1TY: 9, WILLIAMS
APPROVED BY- 3. MIUS
UCT WORK IN
CHLORINATION BUILDING
SEE S14T M -13
i I I
REMOVE 48' ESE PIPE
N 855273.65
E 1797160.22
I I
REMOVE APPROXIMATELY 120LF
i [
ABANDONED 48" FSE
REMOVE APPROXIMATELY 45LF r'
I 36' EXHAUST -RCP { 1 I i i \
I FROM FIRST JOINT OUTSIDE I EMOVE HOCI PIPING
1 ! HLORINATION BUILDING UP TO •i,1.
AND INCLUDING THE WINGWALL 11111
855102.931 1,
'E 1797279.51
CHLORINA77ON
BUILDING E'
REMOVE APPROXIMATELY 45' OF
1' PVC HOCI FEED LINE REMOVE 8" PW PIPE
11, TO FILTER INFLUENT N 855324.98
E 1797259.96
REMOVE APPROXIMATELY 60LF
ABANDONED 42' ESE
li I I O ,Ilf 1 1 REMOVE 42' ESE PIPE
N 855302.4''FF--\ /
1 1 i i f I fi 1 E 1797293.7 6
1 11
42" FSE . ,ILL -4
REMOVE 48" FLE PIPE
11 fIf j I CHEMIC,gL�I I I' 11 11 1 N 855317.14 /
1 1 STORAGE 1797302.2 ] ,
1 f E 1 FACILITY' -� _ -... 48' FLE
REMOVE B" PW PIPE
! Ili I
N 855308.22 /
r 7797322.52
REMOVE APPROXIMATELY 70LF
I l 1 ABANDONED 8" PW
CAP REMAINING PIPE
REMOVE CHEMICAL I r 111 f REMOVE APPROXIMATELY 65LF
RACEWAY VAULT ! ii ABANDONED 48" FLE
�- SODIUM NYPOCHLORITE 1 1
FAClL!!Y ,� � 3 REMOVE APPROXIMATELY 85' OF
I I E ! E I IA1 i '\ 1" PVC HOCI FILTER INFLUENT FEED >/
0 o II o
AND
•z 311 i ,�
/ 6 WAS fi" SC
JO FSE_
i y
--
HHf -4
PLC
SIGNAL SYSTEM MH
NO 1
2" NPW
HOC[ `t..� ---
1 y
o ' -r 7" NPW/ OCL
I" NPW /HOCL T" NPW /HOCL
1" NPW /HOCL I
RELOCATE HY� LORtTE
3 SPLTITER BOX
l
1 C
2 -7 C
I I EFFLUENT
1 FILTERS
s II
I k 1 !
REMOVE 48! FSE PIPE �
N 855330.91
E 1797262.23
E!I 1
I IEMOVE 60 FTTTINGS
REMOVE APPROXIMATELY 195' OF
'1" PVC HOCI FEED LINE TO THE
FILTER EFFLUENT
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T"Z" OSBORNE - PACKAGE 3
6"
16" WAS
-1 " NPW /h
NPW /HOCL
NOTES: D
1. CONTRACTOR SHALL COORDINATE ALL DEMOLRION-OF CHEMICAL FEED LINES
INSIDE THE CHLORINATION BUILDING WITH THE ENGINEER AND OWNER
PRIOR TO PERFORMING THE WORK. THE LINES THAT SHALL BE REMOVED
ARE BEING RELOCATED TO OUTSIDE THE BUILDING SUCH THAT ALL
CURRENTLY ACTIVE LINES REMAIN ACTIVE AFTER THE WORK IS COMPLETE.
UTILITY RELOCATION
DEMOLITION PLAN
�N
1. - 20.
100
PROJECT NO, 6145 -62[59
FILE NAME C005DMPLDWG
SHEET NO.
C -5
DESIGN ® 8Y J. YALL1AM5
DRAWN 8Y• Y. CARRION
SHEET CRK'D BY: J. NOFFMAN
CROSS CHKD 1TY: 9, WILLIAMS
APPROVED BY- 3. MIUS
P
Smith
54M Gle wdA m, gSu "
RFV_
DATE DRWN CHKD
N0. REMARKS
DATE 2011
Rnbiph,NC 27272 I TN:I
NC lk»rue No. F-o�u
AND
•z 311 i ,�
/ 6 WAS fi" SC
JO FSE_
i y
--
HHf -4
PLC
SIGNAL SYSTEM MH
NO 1
2" NPW
HOC[ `t..� ---
1 y
o ' -r 7" NPW/ OCL
I" NPW /HOCL T" NPW /HOCL
1" NPW /HOCL I
RELOCATE HY� LORtTE
3 SPLTITER BOX
l
1 C
2 -7 C
I I EFFLUENT
1 FILTERS
s II
I k 1 !
REMOVE 48! FSE PIPE �
N 855330.91
E 1797262.23
E!I 1
I IEMOVE 60 FTTTINGS
REMOVE APPROXIMATELY 195' OF
'1" PVC HOCI FEED LINE TO THE
FILTER EFFLUENT
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T"Z" OSBORNE - PACKAGE 3
6"
16" WAS
-1 " NPW /h
NPW /HOCL
NOTES: D
1. CONTRACTOR SHALL COORDINATE ALL DEMOLRION-OF CHEMICAL FEED LINES
INSIDE THE CHLORINATION BUILDING WITH THE ENGINEER AND OWNER
PRIOR TO PERFORMING THE WORK. THE LINES THAT SHALL BE REMOVED
ARE BEING RELOCATED TO OUTSIDE THE BUILDING SUCH THAT ALL
CURRENTLY ACTIVE LINES REMAIN ACTIVE AFTER THE WORK IS COMPLETE.
UTILITY RELOCATION
DEMOLITION PLAN
�N
1. - 20.
100
PROJECT NO, 6145 -62[59
FILE NAME C005DMPLDWG
SHEET NO.
C -5

C: \7 I w F 77
-------------
PVC
8 "x45' BEND
5/8" PACL LOCATED INSIDE
I (TYP 3) 1
!;i RECONZ" R
..2' flDPE INSIDE
4' CASING PIPE-PVC SCH40
HOCL CUT AND REPLACE 4�" VCP t"
LF 4' PVC I
4-1-
WITH 9 1" 20'
DRILL EXIST WING WALL CONNECT TO EXIST 6" NG )��j SPD
CORE ts" SS INSTALL (2) 4' COUPUNGS z /Ar rl
MATCH EXIST ELEVATION
INSTALL 8" BLDG STORM GRAIN --PVC 2-4" HOCL
2- NPW 6" SC
INV EL 705.3 p H I J" SPD
GROUT IN PLACE wrrH NON- 2-J" HOCL j ------ f
SHRINK GROUT SS .0 22' CT I ' HOCL
_A&AND01VE
--CONNECT TO
Z7
12° CRw"
MATC H EXIST ELEVATION
4"- Sp9_ RELOCATED 14" NPW-01
EXISTING
CONNECT to EXIST 6" CONNECT TO -14" COUPLINGS SPUTTER sox
INSTALL 2
EXIST 6" NG
6" NG EXIST tLEVATON 4 If" HOCL___ .1 4"x45' SEND
rMATCH T FEED LINES
CONNECT 10 EXIST 6' SPD-DI HYPOCHLORITE /B\
6' COUPLING SIGNAL SYSTEM UHk - t15 'CR-W
� I I � �-= 1 2-14"x9Or BENDS PLC, RELOCATED
54-AIY BEND SPUTTER BOX
6' TEE
-x
154XI 1.25' SEND 54XI 1.28' BENZ) 13 ___L 48 TEE
I 3-13"X45' BEND 55136-28 N=855343.51 �'45' BEND_
END __
E=179721i.54 N=855104.83 =8 ;k
E=1797161.38 EN=17137162.9,3 I.
o
-54" INF-DI 48 SEND E= 1797073.87 F 'N=85.5'3!4.7
2" S 6' SPD 54'xgO' BEND 48'xgcr SEND 1 855326.28 RELOCATE., 1' Pw, ELEC OG '11437-51
-N=855152 E15 N= 855226.36 REMOVE PLUG 1797083,92 1" NPW/HOCL, 2' NPIN P
I" SBS FEE: 1 0
t1HI-5 E=1797153.21 E=17971 4 INSTALL COUPLING AS REQUIRED SIDEWALK SHALL BE
18" SW-DIP- Ild PLC *41' REPLACED To EQUAL K-0--
mpw-H- 1-4" Spo MH 4 12 3
-OR GREATER CONDMON_._
SIGNAL SYSTEM MH ELEC UG---.1
480V SYSTEM UG -THAN THE EXISTING.
.. I f - -ELEC BYPASS -_ -_ i i
CONNECT TO EXIST 14* NPW-DI 1�711 - - - - - - MN NO 1 I
ELITC m
14-4¢' TAPPING SLEEVE -Di-
60" FSE
1--y2" TAPPING VALVE TELE, INKERCOM__116114, floc, I'c--
r -14" Npw-----f
HH -6 ALARM WAS—
INSTALL MASONRY PLUG 2- r"c
__J" SpD_ Nk�
Sysrrm mly
TELE, INTERCOM
o IN 30" EXHAUST - ALARM 4-17
ABANDON IN PLACE 'ED MH 48cv SYSTEM 2- NPby_
CONNECT TO EXIST B" BLDG STOIiM'D1RIAN-DIP
HOCL
"-rl �- _36' 5D-
OCT 5 APPROX INN EL 712,25 (FIELD VER" T- -----ELEC 1 11
SLOPE TO PROPOSED OUT FALL
61-1" RED
48" FSE-0 42' FSE
CONTACT TANKS -2" SAMPLE 1. Np
CHLORINE CO N "85 xg(r BEND
1 1/2" NPWZZ--
1" Sas CHLORINATION 5243.82 Npw1140CLv \_T NPWIHOCL PKG 3
E= 1797169.95 CL
OCT 5 8" PW`-DI`-- BUILDING 1/2' PACL-FVC
ED
54"x45' SEND 2-2" S I E=1797097.61 - 96 SCHEID (TYP OF 6)
N=855011.7 1 1 E!=' 1 ;;,7017,8"24
E=1797352.99 EXHAUST
D-DI'­ J6" J (2) 48-x45- BENDS (VERT) /-A
Sw-DIP--__ INSTALL MASONRY PLUG I N=855330.5 I - NPWIHO CL
E=1 797 t 11 �0
N 36, EXHAUST EE SHEET CD-4
........ 7�ELOCATED FH ASSEMBLY S OR
AOMOON IN PLACE F' ENLARGED VIEW OF THIS AREA SEND
(2) 48-x45- BENDS (VERT) 60"X45
CONNECT TO EXIST 6' SPD-:111 N=aM55422-98-
N-855356.65
COUPLING E-1797096-21 IE-1797051,30
TEE ff I
CONTRACTOR TO FIELD LOCATE AND so' PLUG
Li. S. I
RELOCATE STING CHEMICAL PIPES IF 60" LINE INSTALLED
SEE SHEET C-6 18, SW -DI I I
SPO 4 2" SAMPLE LINES PACKAGE 2
FOR CONTINUATMIN +11
1 't- /--FROM NEW CHLORINE
- - - -_1' SB - - - - - - - - - - - - 4r' I REMOVE 60" PLUG
m -- -Z. -- 2 CONTACT TANK CONNICET USING 60' COUPLING
EFnUENT
S=
31 SW--- RL TERS
18' Npw I
WI Ei
CONNECT TO EXIST 1* SBS
CONNECT TO EXIST is- NPWI VI-HOCI
CUT IN 18" WYE
coupuw;
6D. FSE
is' + By
-H-
CONNECT CONNECT TO EXIST 6- 0
w TO EXIST CONNECT TO EXIST 18' NPW I 1 1
1< SPUTTER BOX 18" TAPPING SLEEVE MATCH EXIST ELEVATION I
18' TAPPING VALVE MAINTAIN CONSTANT SLOPE 54'xgCr ....
2� BETWEEN CONNECTION N= 855247.7
CONNSCT To EXIST NECTION POTNTS E=1797314.94
SPUrrER BOX 0
z CCT 2 II
_j
11 D
0 'C
'7
53 16
E-1797279.36
1. CONTRACTOR SHALL INCLUDE IN THEIR BID TO EXCAVATE AND
I JHI I r 42' FLE--­-- NOTES:
6WX42' TEE
SURVEY/LOCATE ALL EXISTING UTILITIES PRIOR To PREPARING
N=855333.75 I
YARD PIPING SUBMITTALS- ADJUST YARD PIPING AS REQUIRED fI CHEMICAL
CHLORINE CONTACT IIANK AND WxW RED E-1797292.30-- TO ACCOMMODATE FIELD VERIFIED LOCATIONS.
1 1 1, STORAGE'
CASCADES i ill FACIUTY
2. EXCAVATION SUPPORT SYSTEM SHALL BE INSTALLED AS
REQUIRED TO FACILITATE THE CHLORINE CONTACT TANK
\L------------ ._.._.i CONSTRUCTION SUCH THAT NO ADVERSE IMPACTS OCCUR TO
:E THE CHLORINATION BUILDING AND ADJACENT STRUCTURES,
_8' Pw - - - - - - - - - V2-HOCI
fp r-1 -4
Ccr I
CONNECT To 42'
N-855300.05 3. PRIOR TO INSTALLATION OF EXCAVATION SUPPORT SYSTEM
f 1797293.76 CONTRACTOR SHALL RELOCATE AND PLACE INTO SERVICE THE
6" SCH so PVC
�2-42N46' BENDS (IN VERT) PLANT WATER, NATURAL GAS, SUMP DRAINS, CHEMICAL LINES
I RIER PIPE WITH AND SAMPLE U14ES WITHOUT DISRUPTION TO SERVICE
CONNECT To EXIST 48" (3) 1" PVC HOG LINES ALTERNATIVELY TEMPORARY BYPASS LINES WAY BY INSTALLED
AND MAINTAINED BY THE CONTRACTOR.
48" COUPLING
N=855315.17 6x4S BEND
SODIUM HYPOCmLORITE E=1797302.29
2-48'x45• BENDS (IN VERT)
FACILITY h/ b. =8S534D.G5 4. THE RELOCATED FIRE HYDRANT MAY BE INSTALLED AFTER
- - - - - - - - --- - - - - - E=17S7329.67 COMPLETION OF THE CHLORINE CONTACT TANK INSTALLATION.
I 48"x6O' R IF DIRECTED BY THE ENGINEER THE CONTRACTOR WILL
INSTALL THE FIRE HYDRANT AT AN ALTERNATE LOCATION (NEAR
THE CHLORINATION BUILDING) WITHOUT ADDITIONAL
COMPENSATION.
i 5. EXCAVATION SUPPORT SYSTEM SHALL BE DESIGNED AND
.... - - - - - - - -
da Qq
Ccr 3 4 LOCATED 13Y THE CONTRACTOR, SIGNED AND SEALED BY A
7- - - - - - - - - PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH.
f I Svp " Svc CAROLINA AND SUBMITTED TO THE ENGINEER FOR APPROVAL
f
6. THE BOTTOM TWO THIRDS OF EXCAVATION SUPPORT SYSTEM
BETWEEN CCT#2 AND CCT#5 SHALL REMAIN IN PLACE.
22 CTW_
3, Spq
G".-S 2- S PW
15E"
DESIGNED EIY��VnQJAXS
DRAWN BY, Y. CARRION CDMI CITY OF GREENSBORO PROJECT 90. 6m-aZI59
FILE WE-, coo6yp
NORTH CAROLINA PLM4
X SHED CHWO BY. ___.L- _HOFFMAN
U. B. WILIAM Smith SHEET NO.
.00 GROSS CHK'D BY, WRF EXPANSION AND BNR UPGRADES PROJECT YARD PIPING PLAN REV APPROVED W��- �MIUS 540 GW..M A� &A.
C=PCIArWM
OWN CHKD REMARKS C-6
'5 iE N No. 'A -mm T.Z. OSBORNE - PACKAGE 3
DAM JANLI� IF NC Lkxxae NO. F'-0atz
90% SUBMITTAL - NOT FOR CONSTRUCTIOF

4 l'
N 1
p '
o Ij I
DESILT EXISTING �UTFALL STRUCTI
REGRADE AREA IN!FRONT OF OUTF
a i SEE PROI
ff
I J1
INSTALL RIPRAP; 19' THICK
rc !
A �
w
F � I
o f
o INSTALL COFFER DAM AS REQUIRED
TO FACILITATE CONSTRUCTION.
COFFER DAM SHALL BE DESIGNED
BY THE CONTRACTOR, SIGNED
z AND SEALED BY A PE REGESTERED
IN THE STATE OF NORTH CAROLINA,
°w AND SUBMITTED TO THE
/ ENGINEER FOR APPROVAL
PRIOR TO SUBSTANTIAL
m COMPLETION CONTRACTOR
o SHALL REMOVE THE COFFER
'-' DAM IN ITS ENTI
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CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
710'
700-
m E
9
zz zo fi9D-
r a
680-
670
0-x00
c7::>' N—o
1' = 20-
100
\. IOT.CONTRACTOR SHALL INCLUDE IN THEIR BID
TO EXCAVATE AND SURVEY /LOCATE ALL
EXISTING UTILITIES PRIOR TO PREPARING
YARD PIPING SUBMTTTAiS. ADJUST YARD
PIPING AS REQUIRED TO ACCOMMODATE
FIELD VERIFIED LOCATIONS.
EXISTING
1 Mil 1!: .
JUNCTION BOX
1' = 20' HORZ
1' = 5' PERT.
m BY:
J. CARRION
CDM
Err,
Y. CARRION
CH1i

CONNECT TO EXIST 6" SCUM -DI I 6 "x45' BEND, TYP�
o ! 2 -6 'x45' BEND
CL EL 716.50
N f €
m I j SEE CONFECT SECTION 2 i
I i
z + I
F
r -10' PW -DIP -'
0. - -
\ "ELEC SKV SYSTI
o �..__- _��_8 \ \ \" SCUM- D!P_ -- Ix 6" SCUM -DIP 4
V SY,
6" SCUM - DIP -- _ A -6" SCUM -DIP - 3
i a
CUT AND REMOVE
EXIST 6" SCUM -DI- - -6 WAS- 01-- ...�`-
I AS REQUIRED TO \ - N- '-- _.. - --
{ FACILITATE NEW PIPE I - `,. t\ -14" 0 -D!
o I INSTALLATION.
r ! CAP AND ABANDON IN i f
a PLACE REMAINING LINE '6 "x45' BEND, TYP
4- 6'x45' BEND
0 4�\• I �n SEE CONFLICT SECTION 1
I I I
I
z q i 1 `14.
SOLIDS NANDUNG
BUILDING
Gtr �
SEE CONFLICT SECTION 3
1
SCUM PRECONCENTRATOR YARD PIPING
PLAN
- - - - -- _ £X GRADE EL 722.6
10• PW -Dl
CL EL 719.50
480 V 5 KV
m z
12 - SER W -DID
f CL EL 718.00
6' SCUM -DI
CL EL 716.50
UTILTIY CONFLICT
SECTION 2
1" = 5'-•0' -
DESIGNED 9Y. J. WILIAMS
1 a DRAWN 61r Y. CARRION
a NS smfth
pang SHEET Cwc'D 61': J. HOFFMAN
CROSS CHK'D BY. B. VALL IAM
T, } Rb DATE ORWN CHKB RELY RI(9 APPROVED BY: J. MILLS � I 3W
S a 4¢ IIATE: _. JANUARY 2013 5e:t,NCZTSI2 I"TOIOHB7_
O `_I cs) j E O
ELECTRICAL
SUB - STATION
NO. 3
I F0 2 -2" C
£L £C DUCT £CEC DUCT
mZ
6" SCUM -DI
6 'x90' BEND
--RA-- - --BEND--------------------------------------------------------------
BEND
;P
BEND
SEE COI
- -- " ---_�
/ CUT AND REMOVE
EXIST 6• SCUM-DI
_
AS REQUIRED TO 30
FACILITATE NEW PIPE
INSTALLATION.
OR
�
{E
f
f '
I
of
Cl
I
CLEANOUF
-6' GR -DI --
°
LLo
THICKENED SLUDGE
HOLDING TANK a
i
I
r _
o
a
I I
W
Z
---------------------------------- - - - - --
cuaDF_EC_7z3 -
°
CONNCET TO EXIST 6" SCUM -DI
- --- -_
6 "45' BEND
6" 45' BEND -- -- -----
IA
COUPLING, RJ
CL EL 719.75
CL EL 739JS
0
8" PW -DI
C. EL 719.50
4" PW -D!
CL EL 7 f 9.5p c
CL8 EL 19.50
= a o
Y
- - - -14' RL -01 CL EL 71725------ - ----_
-- - - - --
Uv
°Q
6" SCUM -OF 6" 45' BEND 6" SCUM -DI
CL EL 716.50 BEYOND
- --
6" 45' BEND
CL
o
EL 716.50
z a
UTILTIY CONFLICT c6 EL 736.50
SECTION rl
1.
U Z
4°f
°
� o
a N �
�hn
¢U
WI
�oici�
SOLIDS NANDUNG
BUILDING
Gtr �
SEE CONFLICT SECTION 3
1
SCUM PRECONCENTRATOR YARD PIPING
PLAN
- - - - -- _ £X GRADE EL 722.6
10• PW -Dl
CL EL 719.50
480 V 5 KV
m z
12 - SER W -DID
f CL EL 718.00
6' SCUM -DI
CL EL 716.50
UTILTIY CONFLICT
SECTION 2
1" = 5'-•0' -
DESIGNED 9Y. J. WILIAMS
1 a DRAWN 61r Y. CARRION
a NS smfth
pang SHEET Cwc'D 61': J. HOFFMAN
CROSS CHK'D BY. B. VALL IAM
T, } Rb DATE ORWN CHKB RELY RI(9 APPROVED BY: J. MILLS � I 3W
S a 4¢ IIATE: _. JANUARY 2013 5e:t,NCZTSI2 I"TOIOHB7_
O `_I cs) j E O
ELECTRICAL
SUB - STATION
NO. 3
I F0 2 -2" C
£L £C DUCT £CEC DUCT
mZ
6" SCUM -DI
6 'x90' BEND
--RA-- - --BEND--------------------------------------------------------------
BEND
;P
BEND
SEE COI
- -- " ---_�
/ CUT AND REMOVE
EXIST 6• SCUM-DI
_
AS REQUIRED TO 30
FACILITATE NEW PIPE
INSTALLATION.
O `_I cs) j E O
ELECTRICAL
SUB - STATION
NO. 3
I F0 2 -2" C
£L £C DUCT £CEC DUCT
mZ
6" SCUM -DI
TO EXIST 6' SC
6'x90'
6'
45" BEND
EL 716.59
45' SEND
EL 716.50
480 V
14'x45'
o XJU rltNL? ♦.
8'x6" RED
-8 "x6" TEE
2 -8 "x45' BEND
-TO CLEAR EXIST
UTILITIES, TYP
----- -.CUT AND REMOVE -
EXIST 14" D -DI
AS REQUIRED
z� -_- INSTALL;
14' WYE
14 "x4' TEE
2 -14' COUPLING
14' DIP AS REQUIRED
J2- B'x45' BEND - -- -
TO CLEAR EXIST
UTILITIES, TYP I
12"x8' RED
6 "x45' BEND _
T2 "x6' TEE
1 SCUM
jj PRECONCENTRATOR
722.43
UTILTiY CONFLICT
SECTION 3
1" = 5' -0• -
EX CG£ £L 721.83
6 'x90' BEND
--RA-- - --BEND--------------------------------------------------------------
BEND
;P
BEND
SEE COI
- -- " ---_�
/ CUT AND REMOVE
EXIST 6• SCUM-DI
_
AS REQUIRED TO 30
FACILITATE NEW PIPE
INSTALLATION.
TO EXIST 6' SC
6'x90'
6'
45" BEND
EL 716.59
45' SEND
EL 716.50
480 V
14'x45'
o XJU rltNL? ♦.
8'x6" RED
-8 "x6" TEE
2 -8 "x45' BEND
-TO CLEAR EXIST
UTILITIES, TYP
----- -.CUT AND REMOVE -
EXIST 14" D -DI
AS REQUIRED
z� -_- INSTALL;
14' WYE
14 "x4' TEE
2 -14' COUPLING
14' DIP AS REQUIRED
J2- B'x45' BEND - -- -
TO CLEAR EXIST
UTILITIES, TYP I
12"x8' RED
6 "x45' BEND _
T2 "x6' TEE
1 SCUM
jj PRECONCENTRATOR
722.43
UTILTiY CONFLICT
SECTION 3
1" = 5' -0• -
EX CG£ £L 721.83
6 'x90' BEND
--RA-- - --BEND--------------------------------------------------------------
CITY OF GIREENS90R0
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
TZ.OSBORNE- PACKAGE 3
6" SCUM -DI
12" STRAP SWR -RCP
1lJV £L 716.83
6" SCUM -D1
CL EL 718.00
CONNECT TO EXI!
f" SCUM -DI
6 "x45' BEND
BEND
- 4'x45' BEND 1
EX GRADE &L ?'27.14
TEE
14• D »DI '- 12 "x8" RED
CL £L 714.75 SEE M
FOR CONT
YARD PIPING PLAN
1" = 10'10'
5 0 70
NOTES.
1. CONTRACTOR SHALL INCLUDE IN
THEIR BID TO EXCAVATE AND
SURVEY /LOCATE ALL EXISTING
UTILITIES PRIOR TO PREPARING
YARD PIPING SUBMITTALS.
ADJUST YARD PIPING AS
REQUIRED TO ACCOMMODATE
FIELD VERIFIED LOCATIONS.
2. WHEN CROSSING UNDER
EXISTING UTILITIES (PIPES,
FIBER OPTIC. ELEC DUCT
BANKS, ETC) CONTRACTOR
SHALL BE RESPONSIBLE FOR
ENSURING CONTINUING USAGE
OF THE UTILITY DURING
CONSTRUCTION.
3, CONTRACTOR SHALL BE
RESPONSIBLE FOR SHORING
AND PROTECTING UTILITES
DURING CONSTRUCTION,
321,6.111
PROJECT NO. 6145 -62159
FILE NAME COOSYPPLDW
SHEET N0.
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THICKENERS AND /j-� ) iii���� SOLIDS NANOLTNG \
PUMP STATION \\ j BUILDING '� 1
F INSTALL GRAVEL AND RIP AP
FILTER BERM BASIN (TYP.) -/
a
EFFLUENT
FILTERS
e
WETLANDS
*D -6
CHLORINAAON
BUILDING
CONTACT
TANK AND
I
- -- Al
—
a ��1
000
CHLORINE
CONTACT
TANK AND
CASCADES
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE — PACKAGE 3
cI f". a
STORAGE
100-8 fl I qw5
CHLORINE
_.. CONTACT
TEMPORARY B
SILT FENCE (TYP.) O_
44he
1. =40.
za�o"�40
`
} fF
` \ -.�.. e
�'
WETLANDS
URWN
CHKD
REMARKS
DESIGNED B1':
J. WILLIAM
CDM
DRAWN ar
SHEET CHK'D BY
v- CAHRroN
J. HOEFMAN
Smith
*D -6
CHLORINAAON
BUILDING
CONTACT
TANK AND
I
- -- Al
—
a ��1
000
CHLORINE
CONTACT
TANK AND
CASCADES
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE — PACKAGE 3
cI f". a
STORAGE
100-8 fl I qw5
CHLORINE
_.. CONTACT
TEMPORARY B
SILT FENCE (TYP.) O_
44he
1. =40.
za�o"�40
CROSS CHK'D ar: B. WILLIAAIS
APPROVED Ef: J- MILLS
DATE:__- JAAHIARY 2013
�'
DATE
URWN
CHKD
REMARKS
*D -6
CHLORINAAON
BUILDING
CONTACT
TANK AND
I
- -- Al
—
a ��1
000
CHLORINE
CONTACT
TANK AND
CASCADES
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE — PACKAGE 3
cI f". a
STORAGE
100-8 fl I qw5
CHLORINE
_.. CONTACT
TEMPORARY B
SILT FENCE (TYP.) O_
44he
1. =40.
za�o"�40
EROSION CONTROL PLAN
T.Z. OSBORNE
90% SUBMITTAL:
PROJECT N0, 6145 -82159
FILE NAME 0010ECPL OW
SHEET NO,
C -10
/
EROSION CONTROL PLAN
T.Z. OSBORNE
90% SUBMITTAL:
PROJECT N0, 6145 -82159
FILE NAME 0010ECPL OW
SHEET NO,
C -10

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Jill
1' 50'
L
f-A -J,
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V9 -PACL V10-PACL
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AC
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V15-PACL
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'I F, INSIDE EXISTING % CASING PIUPC
SEE CD-5
/-4.4,5' SEND
(TYP)
-PACE € ll�llli v -PACL 111 ; Iv i 4
REMOVE ALL HDPE PIPING AND CHEMICAL _
FEED TUBING FROM CHEMICAL FEED
PUMPS TO FINAL DISCHARGE PIONTS
/A
0 0
0
V11-PACL V12-PACL V13-PACL
4- CASING PIPE-PVC NOTES*
SCH40 WITH 5/B- PACL
TUBING TO HLTFR INFLUENT
1. SEE SHEET CD-S FOR ADDITIONAL INFORMATION ON
CHEMICAL FEED VAULTS.
<4
DESIONEO DS* ------jL—'MUJAMS CDMI CITY OF GWENSBORO PRW= KO. 6145-02159
DRAWN FILE NAMS.' C011CYPP,DWG
SHEET CHK'D BY: J. HO Smith NORTH CAROLINA SHEET NO,
CROSS CHK-Q W,- B. yfi WRF EXPANSION AND BNR UPGRADES PROJECT PACL YARD PIPING
REV. APPRUVED —MILLS CW6 &
C-1 1
IND. DATE DRWN CHKD REMARKS DAM 4MVARY 201 =NCj42:i;.2 I Tdt0;19)7W-R= T.Z. OSBORNE - PACKAGE 3 PLAN
0,12
90% SUBMITTAL NOT FOR ('()NqTRI IrMnN

PAYED SURFACES UNIMPROVED SURFACES
I, WEARING SURFACE
2 MILL AND RESURFACE '
1" ENTIRE TRAVEL WAY
° AS SHOWN ON THE PLANS
V
0 ORIGINAL
PAVEMENT
0 THICKNESS
oPAVEMENT
F BASE
5 COURSES
u
K ADDITIONAL ABC
DEPTH = ORIGINAL DEPd181111",
(MIN THICKNESS EQUAL
ORIGINAL BASE COURSE
WHICHEVER IS GREATER0
TRENCH
3 UNDER PAVEMENT TRENCH BACKFSLL
UNDISTRURBED EA
0
�a
a
0
UNWSTURBED EARTH
$ OR COMPACTED STRUCTURAL
3 FILL. SEE NOTE 2.
z
m
°
r
O
z
°
C
U
0
w
a
�
w1uln - CROWN TRENCH
18' MIN (TYP) BACKFIU 3" WN
�
_ c
PIPE BEDDING/TRENCH BACKFILL
DETAIL A
NTS -
CONCRETE PAD
PIPE 00 +6"
12" THICK MIN
NOTE
ALL JOINTS TO BE
HARNESSED
SEE SPEC
FOR DETAILS
45' BENT)
45' WYE BRANCH
7,-,.N LINE
DIAMETER VARIES
s" - p
PIPE LINE CLEANOUT
N
0
KEYWAY AND
Y. CARRON
DETAIL E
ASPHALT
OF n
NTS -
IfIST
w U
SURFACE COURSE
E3�3i O_
]z�
Im 74
1 NEW BASE
aU IJW
,� 4
1 & SUBBASE
COURSE
N m _�
1�
HEAVY DUTY CLEANOUT
4
PRIME COAT
HOUSING
w
CLEANOUT FERRULE (W/
PAVING NEW PAVING
a
RAISED OR
O p 6 34
�S$�a
z
COUNTERSUNK HEAD)
PAVEMENT OR
=
a
FINISHED GRADE
s
0
DATE
�
a
0
REMARKS
U
z
No 3 REBARS
(TYP)
gPg
�
4' 01 RISER PIPE
a
%
�
o
At
u
w
o
RESTRAINED
K
o.
PLUG OR LINE
$,
CONTINUATION--,
�
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a
s�
w1uln - CROWN TRENCH
18' MIN (TYP) BACKFIU 3" WN
�
_ c
PIPE BEDDING/TRENCH BACKFILL
DETAIL A
NTS -
CONCRETE PAD
PIPE 00 +6"
12" THICK MIN
NOTE
ALL JOINTS TO BE
HARNESSED
SEE SPEC
FOR DETAILS
45' BENT)
45' WYE BRANCH
7,-,.N LINE
DIAMETER VARIES
s" - p
PIPE LINE CLEANOUT
N
0
KEYWAY AND
Y. CARRON
DETAIL E
ASPHALT
OF n
NTS -
IfIST
w U
SURFACE COURSE
E3�3i O_
]z�
Im 74
1 NEW BASE
aU IJW
,� 4
1 & SUBBASE
COURSE
N m _�
1�
Re�141 1z I T &(RiP)787—
4
PRIME COAT
USE TRANSITION
SLOPE 1:4
EXIST
PAVING NEW PAVING
O p 6 34
�S$�a
c .°,, 0
DATE
ORWN
CHKD
REMARKS
J
X �
m Z
W¢ U W
J w vl
io
1 1/2" ASPHALT SURFACE COURSE S -9.58
2 1/2" INTERMEDIATE COURSE 1 -19.08
AGGREGATE BASE COURSE
MATCH EXISTING THICKNFSS +ID"
8' MINIMUM THICKNESS
10' STABILIZED SUB -r-nr m ace eaci.an r_•a
PAVEMENT TRANSITION BETWEEN NEW UNDFSTURSEDJ
AND EXISTING ASPHALT PAVEMENTS EARTH
z DETAIL B TYPICAL ASPHALT PAVEMENT SECTION
Z
NOTES: NTS _ DETAIL C
. m 0
:F z
v NTS
w -
m 1. WHERE THE PIPES ARE tAID IN UNPAVED AREAS THE REMAINDER OF THE TRENCH SHALL BE FILLED WITH COMMON FILL MATERIAL
w
a COMPACTED IN LAYERS NOT TO EXCEED V TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. WHERE
Sa PIPES ARE LAID IN PAVED AREAS, THE REMAINDER OF THE TRENCH SHALL BE FILLED WITH COMPACTED CRUSHED STONE IN
LAYERS NOT TO EXCEED 6" TO 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY PASHTO T180.
G 2. UNSUITABLE BEARING MATERIAL (SOFT, LOOSE OR ORGANIC SOILS) ENCOUNTERED AT PIPE SUBGRADE SHALL BE OVER - EXCAVATED
TO THE TOP OF NATURALLY DEPOSITED SUITABLE SOIL OR TO A MAXIMUM OF 4 FEET BELOW THE PIPE INVERT (WHICHEVER IS
LESS) AND BE REPLACED WITH COMPACTED STRUCTURAL FELL
3. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS NECESSARY.
• 10" MAX
4. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW.
5. EXCAVATED MATERIALS MIXED WITH DELETERIOUS SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING.
6. FOR INSTALLATIONS IN PAVEMENT, ALL EXISTING PAVEMENT SHALL BE CUT SQUARELY WITH A SAW. WEARING SURFACE SHALL BE
SAME TYPE AND THICKNESS AS THE EXISTING PAVEMENT.
7. TRENCH WIDTH VARIES WITH SIZE OF PIPE
8. THIS PIPE BEDDING/TRENCH BACKFILL DETAIL SHALL APPLY TO ALL PIPE SIZES.
9. IN PAVED AREAS, THE ENTIRE TRENCH BACKFILL SHALL BE SELECT COMMON FILL TO THE PAVEMENT SUBGRADE COMPACTED TO
98% MAXIMUM DRY DENSITY AS DETERMINED BY LABORATORY TEST ASTM 0698- BACKFILL IN UNPAVED AREAS SHALL BE COMMON
FILL
EXPANSION SLEEVE -
•. PAL
O•
CORNER POST OR
TERMINAL POST
BANDS AT Q'0
• • • rF:6e3r
BOTTOM TENSION
3001) PSI CONC.
FOOTINGS -
72" OW
SAW CUT EXISTING ASPHALT, PROVIDE
WIRE FASTENERS AT
KEYWAY AND
Y. CARRON
PLACEMENT OF NEW
ASPHALT
SURFACE
BITUMINOUS CONC
IfIST
w U
SURFACE COURSE
WIRE
&-
12" MIN
Im 74
1 NEW BASE
J. MILLS
1 & SUBBASE
COURSE
EXIST BASE COURSE
1�
Re�141 1z I T &(RiP)787—
4
PRIME COAT
USE TRANSITION
SLOPE 1:4
EXIST
PAVING NEW PAVING
1 1/2" ASPHALT SURFACE COURSE S -9.58
2 1/2" INTERMEDIATE COURSE 1 -19.08
AGGREGATE BASE COURSE
MATCH EXISTING THICKNFSS +ID"
8' MINIMUM THICKNESS
10' STABILIZED SUB -r-nr m ace eaci.an r_•a
PAVEMENT TRANSITION BETWEEN NEW UNDFSTURSEDJ
AND EXISTING ASPHALT PAVEMENTS EARTH
z DETAIL B TYPICAL ASPHALT PAVEMENT SECTION
Z
NOTES: NTS _ DETAIL C
. m 0
:F z
v NTS
w -
m 1. WHERE THE PIPES ARE tAID IN UNPAVED AREAS THE REMAINDER OF THE TRENCH SHALL BE FILLED WITH COMMON FILL MATERIAL
w
a COMPACTED IN LAYERS NOT TO EXCEED V TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. WHERE
Sa PIPES ARE LAID IN PAVED AREAS, THE REMAINDER OF THE TRENCH SHALL BE FILLED WITH COMPACTED CRUSHED STONE IN
LAYERS NOT TO EXCEED 6" TO 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY PASHTO T180.
G 2. UNSUITABLE BEARING MATERIAL (SOFT, LOOSE OR ORGANIC SOILS) ENCOUNTERED AT PIPE SUBGRADE SHALL BE OVER - EXCAVATED
TO THE TOP OF NATURALLY DEPOSITED SUITABLE SOIL OR TO A MAXIMUM OF 4 FEET BELOW THE PIPE INVERT (WHICHEVER IS
LESS) AND BE REPLACED WITH COMPACTED STRUCTURAL FELL
3. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS NECESSARY.
• 10" MAX
4. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF FLOW.
5. EXCAVATED MATERIALS MIXED WITH DELETERIOUS SUBSTANCES DURING CONSTRUCTION SHALL NOT BE USED FOR BACKFILLING.
6. FOR INSTALLATIONS IN PAVEMENT, ALL EXISTING PAVEMENT SHALL BE CUT SQUARELY WITH A SAW. WEARING SURFACE SHALL BE
SAME TYPE AND THICKNESS AS THE EXISTING PAVEMENT.
7. TRENCH WIDTH VARIES WITH SIZE OF PIPE
8. THIS PIPE BEDDING/TRENCH BACKFILL DETAIL SHALL APPLY TO ALL PIPE SIZES.
9. IN PAVED AREAS, THE ENTIRE TRENCH BACKFILL SHALL BE SELECT COMMON FILL TO THE PAVEMENT SUBGRADE COMPACTED TO
98% MAXIMUM DRY DENSITY AS DETERMINED BY LABORATORY TEST ASTM 0698- BACKFILL IN UNPAVED AREAS SHALL BE COMMON
FILL
EXPANSION SLEEVE -
•. PAL
O•
CORNER POST OR
TERMINAL POST
BANDS AT Q'0
• • • rF:6e3r
BOTTOM TENSION
3001) PSI CONC.
FOOTINGS -
72" OW
O" L -SLOPE TOP OF FOOTING
TO DRAIN
CHAIN LINK FENCE
DETAIL F
NTS -
NED BY:
J. WILLIAMS
WIRE FASTENERS AT
LINE POST
Y. CARRON
18" INTERVALS
CHILD in'.
TOP AND BOTTOM
3 STRAND BARBED
RE
3' LATE
WIRE
. j
J. MILLS
S1�DDOW -mdA -- SLft3D0
_
O" L -SLOPE TOP OF FOOTING
TO DRAIN
CHAIN LINK FENCE
DETAIL F
NTS -
NED BY:
J. WILLIAMS
A By.
Y. CARRON
CHILD in'.
J. HOFFMAN
Smith
+�sas
i CHWD By:
B. WILUAMS
O" L -SLOPE TOP OF FOOTING
TO DRAIN
CHAIN LINK FENCE
DETAIL F
NTS -
NED BY:
J. WILLIAMS
A By.
Y. CARRON
CHILD in'.
J. HOFFMAN
Smith
i CHWD By:
B. WILUAMS
WED By:
J. MILLS
S1�DDOW -mdA -- SLft3D0
_
JANUARY 2013
Re�141 1z I T &(RiP)787—
3 STRAND
BARBED WI
GATE POST, 4" NOMOD
STEEL OR EQUAL
BAR BANGS AT
12" INTERVALS
STRETCHER BAR
LATCH
BRACE
TUBE
y,ll
TRUSS ROD
}> SLOPE TOP OF
FOOTING TO DRAIN
-12" DIA
TENSION WIRE
PEDESTRAIN CHAIN LINK
FENCE GATE
DETAIL
NTS
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE
3
REFER TO�
STANDARD IN 45' OR 22 -1/Z BENDS W/
DETAIL P -3 MEGALUG 1100 SERIES
(,DESIGN TABLE RESTRAINED JOINT ADAPTERS
FOR T1iRU5T SPECIAL UTILtTY CROSSING (TYP.).
13E5M
CONCRETE SIDEWALK
DETAIL D
NT5 -
' 36' MIN. COVER
NOTE a, tin. I
91N� FITTING TYPE
FOR PIPE
LENGTH
REQUIREMENTS
FINISHED GRADE OBSTRUCTION
SEE NOTE 4. SLOPE UP TO
Y�36' MIN. COVER
r�
10' MIN. 10' MIN.
SPECIAL IIiTLITY CROSSING
DEFLECTION TYPE
1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER
SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED.
2. CONSTRUCT DEFLECTION CROSSING USING 75% OF MANUFACTURER'S MAXIMUM JOINT
DEFLECTION.
3. ALL MECHANICAL JOINTS SHALL BE RESTRAINED PER CITY STANDARDS.
4. UNLESS SHOWN OTHERWISE, 18' MEN, CLEARANCE WILL BE REQUIRED FOR WATER AND
SEWER MAIN CROSSINGS. 6' MIN, CLEARANCE WILL BE REQUIRED FOR OTHER TYPE OF
UTILITIES CROSSINGS.
S. IF
DEFLECTION CANNOT BE OBTAINED THEN USE PIPE CASING AS SHOWN IN 'PIPE
CASING DETAIL'
12' VARIES SEE PLAN 3/4" RADIUS
z• a'
FTN GRADE
TOP sDIL s , 6 K 10 /I0 wrrF
0 WALK SECTION
1 4" EXP `a /c"urRADIUS
4"—
EXISTING UTILITY CROSSING
DETAIL
NTS - -�
PAVING AND GRADING DETAILS
PROJECT N0. 6145 -82159
FILE NAME.
lr
CD0ICDTL -DWI
SHEET N0.
CD -1
3lLal

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EXISTING
OU
GRND
1. MINIMUM EROSION CONTROL REQUIREMENTS ARE AS SHOWN ON THE DRAWINGS. EROSION CONTROL
SHALL MEET All APPLICABLE LOCA7, STATE AND FEDERAL LAWS AND REGULATIONS, CONTRACTOR SHALL
MODIFY EROSION CONTROL MEASURES AS NECESSARY TO MEET LAWS AND REQUIREMENTS OF
REGULATORY AGENCIES AT NO ADDIRONAL COST TO OWNER.
d E
2. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO PERFORMING ANY
DEMOLMON WORK OR EXCAVATION IN ANY AREA AND SHALL BE MAiNTAINED DURING WORK AND
REMOVED WHEN FINAL RESTORATION IS COMPLETED.
3. CONTRACTOR SHALL MAKE A VISUAL INSPECTION OF ALL EROSION AND SEDIMENTATION CONTROL
I FACILITIES AT LEAST ONCE PER WEEK AND PROMPTLY AFTER EVERY RAINSTORM, REGARDLESS OF SIZE,
a I AND SHALL REPAIR FACILITIES AS NECESSARY.
4. TEMPORARY SEEDING AND MULCHING SHALL BE PERFORMED WITHIN 14 DAYS OF SACKFILUNG TO FINAL
GRADE UNLESS FINAL GRADING AND PERMANENT SEEDING IS ANTICIPATED WITHIN 21 DAYS EXCEPT AS
MODIFIED IN NOTE B BELOW. TEMPORARY SEEDING SHALL BE WITH ANNUAL RYE GRASS AT 5 POUNDS
PER 1,000 SQUARE FEET. MULCHING SHALL BE WITH STRAW AT 100 POUNDS PER 1.000 SQUARE FEET.
50' MINIMUM PUBLIC
EXISTi ROW
GROUN
UNDERLAY EXTENTS OF CONSTRUCTION
ENTRANCE WITH CEOTEXTILE FABRIC
(MIRAFI 140N OR EQUAL)
5. PERMANENT SEEDING AND MULCHING SHALL BE PERFORMED AS FOLLOWS (UNLESS NOTED OTHERWISE)
- 10 -10 -10 FERTILIZER SHALL BE INSTALLED AT 800 LBS /ACRE
- LIME SHALL BE INSTALLED AT 1.5 TONS /ACRE
- SEEPING SHALL INCLUDE KY 31 TALL FESCUE AT 150 LBS /ACRE & CREEPING RED FESCUE
AT 50 LBS /ACRE
- STRAW MULCH SHALL BE INSTALLED AT 2 TONS /ACRE.
6. DIVERSION DITCHES SHALL BE INSTALLED TO DIVERT RUN -OFF AROUND ALL CONSTRUCTION AREAS,
INSTALL ROCK OR HAY -BALE CHECK DAMS EVERY 100 FEET IN ALL DIVERSION DITCHES.
7. STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED PER DETAIL A ON THIS SHEET.
CONTRACTOR SHALL FOLLOW ALL LOCAL GUIDELINES AND REGULATIONS REGARDING CONSTRUCTION
ENTRANCES.
NOTES.
1. PROVIDE APPROPRIATE TRANSHTON BETWEEN STABLIZED CONSTRUCTION ENTRANCE AND
PUBLIC RIGHT -OF -WAY.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE
ENTRANCE.
3. REPAIR AND CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT- OF-WAY
MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE
DETAIL A
NTS
INSTALL SILT SACK SEDIMENT
CAPTURE DEVICE I"' —
#5 WASHED STONE
TEMPORARY SEDIMENT POOL
STAKES
)O STAKES
(1/4- TO 1/2- GRID OPENING)
MESH r CONCRETE BLOCK
--
! ■ ■ II ■
BLOCK AND GRAVEL INLET PROTECTION
DETAIL D
NTS -
REMARKS
DROP INLET
WITH GRATE
BASINS ONLY
DUMP LOOPS'ly
(IiEiLV1 NOT INIX.Wm) �• p
NED 6Y• J. WILLWAS
y BY- Y. CARRION
CHWD BY. d. HOFFMAN
i CNK'D DY: B. WILL44M5
NED Dy- J. W1LL5
,,MLIARI 2013
DROP INLET OR
CATCH BASIN
(SEE CIVIL SHEETS
C -3 AND C -4)
EXPANSION
RESTRAINT
06TN.IATON OEfNL
510E VIEW INSTALLED
ELEVATION
.W1.4
I 100:
OF Fi
-F 8'
TRY 8'
TEMPORARY SILT FENCE
DETAIL B
KITS -
MI5 WASHED STONE 6" MIN.
THICK X 3' HIGH (MIN)
FLOW
vti
SECTION
CLASS I
RLP RAP
!i Dior
I i
3:
NOTES: • -
1. PLACE FILTER FABRIC BENEATH RIPRAP. OUTLET PROTECTION SHALL
BE PLACED AT ALL STORMWATER PIPE DISCHARGE LOCATIONS.
2, SEE PLAN SHEETS FOR APRON LENGTH, WIDTH, THICKNESS.
3. RIP RAP SHALL BE CLASS B STONE
SEDIMENT STORAGE AREA VOLUME
REQUIRED: _ (CF)
95 WASHED STONE
SEDIMENT STORAGE ZONE ```''' -��� 2 CLASS I RIP RAP
GE ZONE
H
STORMWO R STORA FINISH GRADE
�Ip
n nm I pip
MAX. SEDIMENT DEPTH
(CLEAN OUT POINT)
GFNFRAI NOTFS' SEC€ION
I. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS.
RIPRAP OUTLET PROTECTION
DETAIL C
NTS
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE
NOTED.
INLET SEDIMENT CONTROL DEVICE WITH CURB DEFLECTOR GRAVEL AND RIPRAP FILTER BERM BASIN
DETAIL E DETAIL F
NTS - NIT _
CDMI CITY OF GREENSBORO
Smith
NORTH CAROLINA
c­Pe_1i1w ft& 5i WRF EXPANSION AND BNR UPGRADES PROJECT EROSION CONTROL DETAILS
5900 GL,% EA,�um some Soo T.Z. OSBORNE - PACKAGE 3
R-wIgN NC27512 I T.1:I9191 m-mal
PROJECT NO. 6M-B2159
FILE NAME: CD02CMLOWI
SHEET NO.
CD -2
- NOT FOR
CURB
1" REPAR FOR BAG O
OPENING
REMOVAL FROM INLET
(RER R NOT INCLUDED)
OPTIONAL OVERFLOW `
SkTSACK� -�� \
`
FOAM DEFLECTOR TO
I
INSTALLED IN CURB CATCH B
I} I
NED 6Y• J. WILLWAS
y BY- Y. CARRION
CHWD BY. d. HOFFMAN
i CNK'D DY: B. WILL44M5
NED Dy- J. W1LL5
,,MLIARI 2013
DROP INLET OR
CATCH BASIN
(SEE CIVIL SHEETS
C -3 AND C -4)
EXPANSION
RESTRAINT
06TN.IATON OEfNL
510E VIEW INSTALLED
ELEVATION
.W1.4
I 100:
OF Fi
-F 8'
TRY 8'
TEMPORARY SILT FENCE
DETAIL B
KITS -
MI5 WASHED STONE 6" MIN.
THICK X 3' HIGH (MIN)
FLOW
vti
SECTION
CLASS I
RLP RAP
!i Dior
I i
3:
NOTES: • -
1. PLACE FILTER FABRIC BENEATH RIPRAP. OUTLET PROTECTION SHALL
BE PLACED AT ALL STORMWATER PIPE DISCHARGE LOCATIONS.
2, SEE PLAN SHEETS FOR APRON LENGTH, WIDTH, THICKNESS.
3. RIP RAP SHALL BE CLASS B STONE
SEDIMENT STORAGE AREA VOLUME
REQUIRED: _ (CF)
95 WASHED STONE
SEDIMENT STORAGE ZONE ```''' -��� 2 CLASS I RIP RAP
GE ZONE
H
STORMWO R STORA FINISH GRADE
�Ip
n nm I pip
MAX. SEDIMENT DEPTH
(CLEAN OUT POINT)
GFNFRAI NOTFS' SEC€ION
I. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS.
RIPRAP OUTLET PROTECTION
DETAIL C
NTS
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE
NOTED.
INLET SEDIMENT CONTROL DEVICE WITH CURB DEFLECTOR GRAVEL AND RIPRAP FILTER BERM BASIN
DETAIL E DETAIL F
NTS - NIT _
CDMI CITY OF GREENSBORO
Smith
NORTH CAROLINA
c­Pe_1i1w ft& 5i WRF EXPANSION AND BNR UPGRADES PROJECT EROSION CONTROL DETAILS
5900 GL,% EA,�um some Soo T.Z. OSBORNE - PACKAGE 3
R-wIgN NC27512 I T.1:I9191 m-mal
PROJECT NO. 6M-B2159
FILE NAME: CD02CMLOWI
SHEET NO.
CD -2
- NOT FOR

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SECTION 1
1" = 10• 0
CHLORINE
NK
60" FSE -DI E EFFLUENT ftLTERS
CL EL 715.63
3
/ EXIST. 42` ESE
�ct EL r7r6.5e
EXIST. 36' STORM DRAIN -RCP
INV EL 1-707,24
' EXIST. 42" FSE
CL EL 1-704.00
SECTION
1" = 10• C-5
SECTION 2
T" = 10' 2 -6' SUMP
C -5 DISCHARGE
4" SPD I
4 -2' SAMPLE EINES -PVC
2" SBS -PVC
8" STORM DRAW -DI I
CHLORINATION
OUILDING
3" SUMP DISCHARGE
TO REMAIN
/
INSTALL. MASONRY PLUG
IN EXHAUST LINE
REMOVE REMAINDER TO
INCLUDE WINGWALL
14' SW
TO REMAIN
12" CWS, ABA[
TO BE RI
8" CWR, AI
TO BE
Smith
c400 Wn W mC ft ft.
s+;w Glertnco0 A,rerFln. SuRe3ao
REPLACE ASPHALT PAVEMENT
AND BASE. MATCH EXIST
SLOPES AND ELEVATIONS
B° PW -DIP
%�18" SW -OIP
/ 04" CHLORINE -PVC
4" CHLORINE
RELOC
TO BE
mm
S
Z
m
= 6- SUMP DISCHARGE
. TO BE RELOCATED
RELOCATED HYPO
SPLITTER BOX
EXIST. 35' STORM DRAIN -RCP
INV EL 1-714.73
EXIST Y6- WAS -Or
INV EL .1 777.06
50 "X46' TEE
CL EL 711.35
CONTACT
SUMP DISCHARGE
BE RELOCATED
REMOVE EXHAUST
AND WINGWALL
6' STORM DRAIN
TED *A54' INF -DI TO BE RELOCATED
'FA
ONED
IOVEO
! 4
SECTION 5
1' — 5• c —s
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
y
O
m�
y
Y L 48 "X45' BEND _W
CL EL 715.43
48 "X45' SEND
CL EL 711.35
SECTION 3
1"
NOTES-
1. EXISTING SPIES SHOWN BASED ON INFORMATION OBTAINED
FROM RECORD DRAWINGS. CONTRACTOR TO FIELD VERIFY
LOCATIONS. SIZES, AND MATERIAL PRIOR to BEGINNING
WORK.
2. WHEN RELOCATING GRAVITY DRAIN LINES PROVIDE A
CONSTANT SLOPE FROM THE TIE IN POINT TO THE POINT" OF
RECONNECT OR DISCHARGE.
3. MAINTAIN A MINIMUM OF 18- INCHES OF VERTICAL
CLEARANCE BETWEEN PROPOSED PIPE WORK AND EXISTING
UTILITIES. IF 18- INCHES CANNOT BE ACHIEVED INSTALL A
CONCRETE CRADLE BETWEEN THE PROPOSED PIPE AND THE
EXISTING UTIEITY.
4. MAINTAIN A MINIMUM OF 36" OF COVER OVER ALL NEWLY
INSTALLED PIPES.
PIPE PROFILES
90% SUBMITTAL -
ECT NO. 6145 -62159
NAME: CDD3CDTLDWG
SHEET NO.
CD -3
DESIGNED BY; B. W1L JAMS
DRAWN BY• Y. [ARNiON
SHEET CNKD BY: J. WILLIAM
CRGSS CHK•D BY: J. IAIElS
NO
DATE
DRWN
CHKD
R(]JARK5
APPROVED 6f: B. KILLIAIds
DATE: JANUARY 2013
Smith
c400 Wn W mC ft ft.
s+;w Glertnco0 A,rerFln. SuRe3ao
REPLACE ASPHALT PAVEMENT
AND BASE. MATCH EXIST
SLOPES AND ELEVATIONS
B° PW -DIP
%�18" SW -OIP
/ 04" CHLORINE -PVC
4" CHLORINE
RELOC
TO BE
mm
S
Z
m
= 6- SUMP DISCHARGE
. TO BE RELOCATED
RELOCATED HYPO
SPLITTER BOX
EXIST. 35' STORM DRAIN -RCP
INV EL 1-714.73
EXIST Y6- WAS -Or
INV EL .1 777.06
50 "X46' TEE
CL EL 711.35
CONTACT
SUMP DISCHARGE
BE RELOCATED
REMOVE EXHAUST
AND WINGWALL
6' STORM DRAIN
TED *A54' INF -DI TO BE RELOCATED
'FA
ONED
IOVEO
! 4
SECTION 5
1' — 5• c —s
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
y
O
m�
y
Y L 48 "X45' BEND _W
CL EL 715.43
48 "X45' SEND
CL EL 711.35
SECTION 3
1"
NOTES-
1. EXISTING SPIES SHOWN BASED ON INFORMATION OBTAINED
FROM RECORD DRAWINGS. CONTRACTOR TO FIELD VERIFY
LOCATIONS. SIZES, AND MATERIAL PRIOR to BEGINNING
WORK.
2. WHEN RELOCATING GRAVITY DRAIN LINES PROVIDE A
CONSTANT SLOPE FROM THE TIE IN POINT TO THE POINT" OF
RECONNECT OR DISCHARGE.
3. MAINTAIN A MINIMUM OF 18- INCHES OF VERTICAL
CLEARANCE BETWEEN PROPOSED PIPE WORK AND EXISTING
UTILITIES. IF 18- INCHES CANNOT BE ACHIEVED INSTALL A
CONCRETE CRADLE BETWEEN THE PROPOSED PIPE AND THE
EXISTING UTIEITY.
4. MAINTAIN A MINIMUM OF 36" OF COVER OVER ALL NEWLY
INSTALLED PIPES.
PIPE PROFILES
90% SUBMITTAL -
ECT NO. 6145 -62159
NAME: CDD3CDTLDWG
SHEET NO.
CD -3

- — - — - — - — - — - — - 'S4' INF-DI- i
it r T4 6"S PVC
TER INFLUENT CARRIECH 40 R PIPE WITH
(3) 1" PVC HOCI UNES
INS CONNECT TALL APPROXIMATELY .30' OF I" SCH 80 PVC HOCI
4E TO Ex1ST.
__�OCI LINE To FILTER INFLUENT
1" To'
--T
6" SCH 40 PVC CARRIER PIPE WTH I
I" PVC HOCI LINES
(Typ '3)
(;AS
GAS GAS - - - - - - GAS
0
- 7
- - - - - - - - - - - - -
TAT"
T
SODIUM HYPOCHLORITE
FACILITY
3j('
F
6"x22.5' BEND -PVC
CONNECT EXIST. l' HOCI TO (TYP)
NEW 1' HOCI WITH UNIONS
9'x5' CHEMICAL RACEWAY VAULT - - - - - - - - - - - - - - - - - - - - - -
IC
(VI-HOCI) SEE NOTE I ---
CHLORINATION - - - - - - - - -- - - - - - - - - - - - - - - - -
6VILDING
y
4" vcp-SS _4
CHEMICAL STORAGE
FACILITY
NOTE'
1. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OF
CHFMiCAL FEED LINES INSIDE THE CHLORINATION BUILDING
DETAIL WITH THE ENGINEER AND OWNER PRIOR TO PERFORMING THE
WORK. THE LINES THAT SHALL BE REMOVED ARE BEING
1' = lo'-O' RELOCATED TO OUTSIDE THE BUILDING SUCH THAT ALL
CURRENTLY ACTIVE LINES REMAIN ACTIVE AFTER THE WORK IS
COMPLETE.
I- NPW/HOCL TO
FILTER INFLUENT
(Typ)
EXIST PRECAST CONC VAULT
r COUPLING (TYP) I- UNION W/ORIFICE
1" BALL VALVE
±6' EXIST 8'- 0 "x4' -O" ALUA4 ACCESS HATCH
- F- — Z_
%D 2' BALL VALVE
2- CHECK VALVE nN GRADE
EXIST 2' NPW 2" BALL VALVE
2' COUPLING 2" CHECK VALVE
CONNECT TO EXIST NPW 2" NPW
2"x1 "x90- BEND 2" COUPLING
n1l GR40E
EXIST
CONNECT TO EXIST NPW
2"Xi" TEE
(TYP 6) CONNECT TO EXIST HOCL _ (TYP 6) 2'xl' TEE
00 1' COUPLING
4
11' BALL VALVE EXIST I HOCL
8- 957 STONE
SECTION
NOTES:
PJ.M I. CUT MST HOCL AND NPW LINES, KEEP A MIN OF 12-imcES OF PIPE OUTSIDE
90% SUBMITTAL - NOT FOR CONSTRUCTIOP
THE VAULT TO FACILITATE CONNECTING NEW PIPES.
RELOCATED SODIUM HYPOCHLORIRE SPLITrER BOX
2, ALL VALVES, FITTINGS AND PIPE WITHIN THE VAULT SHALL BE REPLACED, IN
DETAIL
KIND, WITH NEW COMPONENTS.
Nis
(n
3. CALL OUTS AND DIMENSIONS ARE BASED ON RECORD DRAWINGS. FIELD VERIFY
AND NOTIFY ENGINEER OF ANY VARIANCES PRIOR TO RELOCATION.
OEMNEO 8Y•
J. IWLUAMS
CDMI
CITY OF GREENSBORO
PROVECT No. 6145-112159
DRAWN .
Y. CARRION
NORTH CAROLINA
C
FILE NAME: DD4YPPi-DW1
SHM CflK.D
J. H
Smith
YARD PIPING PLAN DETAILS
SHEET W.
Cam CH 'D SY.
13• WIUlwS
WRF EXPANSION AND BNR UPGRADES PROJECT
C-p Dr— Md(m & tM
5400OW"'wdAvwn&I"M
T.Z. OSBORNE WRF
CD-4
REMARKS
JANUARY 2016
RWW NC=12 I T.I:tqlg)?v-Sw
T.Z. TZ OSBORNE - PACKAGE 3
OATS:
INC Ll a No. F-0412
90% SUBMITTAL - NOT FOR CONSTRUCTIOP

4 x< PRE'CAF -_
C:J.vCR£TL vAUi i.
I" HDPE
FJ81NC RUN 1NSIOf
4 X` 'HF' -A5' 3/4" TUBING
��
_x4'
OF THC ilDPE PIPE
CONCRE, VAJ1.T
(TYP)
c
PRECAST -�
1/2" TUBING
°s
i
CJNCRC7F VAVIT
(TYP 2)
z
°w
- -
- -_
PIPE CLAMP
PROVIDE PIPE
=' -
PROVIDE PIPE
�f
SUPPORTS AS
i "�
SUPPORTS AS _-
REQUIRED '{
-- .-),
REQUIRED'
q
T.:
(TYP) k _.
-tom {
(TYP)
3/4" 7UBING� I 'a
3/4" TUBING
TO CHLORINATION BUILDING.
1
(TYP) -_ ....'T
4" CASING -PVC REMOVE ALL HOPE PIPING
SCH40 I L.�4 AND APPURTENANCES AND
(TO REMAIN) I +' -0^ T'- R" i -" 17` -Q "I 5/8" TUBING LOCATED
INSIDE OF THE HDPE
PIPING. 4" PVC CASING
PIPE TO REMAIN.
4'x4' PRECAST - 4" CASING -PVC
CONCRETE VAULT \ SCH40
(TO REMAIN)
2" HDPE— } `___.:
PE' iN
��nyo
y. 9 n0 4
aw
REV.
OA1E ORWN CHKO REMARKS
E
CDM
Smith
1/2" HOSE BARB
I
AND HOSE CLAMP
�
1/2" TUBING
°s
i
o w
(TYP 2)
z
°w
NOTE 1)
°EJ
I
PIPE CLAMP
j
m
F
I
�-
4' G.RSING -PV - C --- A
SC440 (TYPj
N I °n !
LIh
3/4" TUBING (2)
TO SECONDARY
CLARIFIERS B -10.
4 -C !
SCH40 (q EL 716.83)
SEE NOTE 2.
I- - i
z
FRP
INSIDE OF THE HOPE
3/4" TUBING
TO CHLORINATION BUILDING.
TYPICAL VAULT PLAN
`
NOTES:
a
PLAN
1. 3/4" TUBING SHALL BE ROUTED
SECTIONAL PLAN
VAULTS VI AND V3 —PACE
THROUGH THE EXISTING 4' PVC CASING
PIPES.
VAULT V2 —PACL
DETAIL B )I
2. ONE SPARE PIECE OF TUBING SHALL BE
DETAIL C
1/2" = 1' -0" -
RUN FROM THE PUMPS TO VAULT
V8 -PACL AS A SPARE. SPARE TUBING
1/2" = 1' -0" -
SHALL BE PLUGGED AT BOTH ENDS.
PE' iN
��nyo
y. 9 n0 4
aw
REV.
OA1E ORWN CHKO REMARKS
E
CDM
Smith
1/2" HOSE BARB
o
AND HOSE CLAMP
�
1/2" TUBING
°s
f, HOPE
o w
(TYP 2)
z
°w
NOTE 1)
°EJ
I
PIPE CLAMP
j
m
F
I
{ !
REMOVE ALL HDPE P €PING
-'•°
(INSTALLED BY OTHERS)
(TYP)EQUIRED
AND APPURTENANCES AND
SCH40 (q EL 716.83)
i
5/8" TUBING LOCATED
z
FRP
INSIDE OF THE HOPE
3/4" TUBING
TO CHLORINATION BUILDING.
TYPICAL VAULT PLAN
PIPING. 4" PVC CASING
a
PIPE TO REMAIN.
6" CASING -PVC
d
CHEMICAL PIPING DEMOLITION
1" HOCL CHEMICAL TUBING
SCH40
CHLORINATION BUILDING
DETAIL A
(TO FILTER INFLUENT)
(SEE M-10 FOR
s
SODIUM HYPOCHLORITE JUNCTION BOX
U
1
1/2" EXP JT MATE
BETWEEN BOX AND
STRUCTURE
1/2" TUBING (2) TO
o
WALL OF STRUCTURE
STRUCTURE
SECONDARY CLARIFIERS 9 -10
a
1/2' TUB=
AND V -10 -PACL)
°d
F F
F
6.
0
v
0
3/4" TUBING
o
a
0
(2)
N
°
CORE- DRILLED
HOLES WITH
°
z
COMPRESSIBLE
_t
LINK TYPE SEAL
U
uhi
(TIP) -
o
r
PROVIDE PIPE
3/4" TUBING (SPARE) _I
a
SUPPORTS AS V -0"
TO V70 -PACL
!%
o(TYP)
REQUIRED
4- CASING -PVC 8" STONE BASE -
SCH40 (TYP)
n
n
4'x4' PRECAST
_
CONCRETE VAULT 2
o
a
—
NOTES:
a
u,
1. PLAN SHOWN FOR VB -PACL, V5. V6 AND
p1
w
V7 -PACL ARE EXISTING (NOT SHOWN)
°
AND TUBING CONFIGURATION IS SIMILAR
n a
°
TO V8 -PACL V9 AND V10 -PACL ARE
M
`
CHEMICAL RACEWAY VAULT V8 —PACL
CONFIGURATION TO VB PA�L� TUBING
N2
mZ
DETAIL E
2. NUMBER OF 4" PVC CASING PIPES
>~� m w°o
v
1/2" = 1' -0' -
VARIES. A MAXIMUM OF 2 TUBES, MAY
BE INSTALLED IN ONE CASING PIPE.
ri q � Syr
PE' iN
��nyo
y. 9 n0 4
aw
REV.
OA1E ORWN CHKO REMARKS
1 P -L_
VAULTS V8, V9 AND V10 —PACL
SECTION 2
1/2" = 1' -0' -
NED BY-
N ' $Y
HAND RAIL
CDM
Smith
1/2" HOSE BARB
i CHK'D BY:
AND HOSE CLAMP
1/2 "x90' BEND
1/2" TUBING
VALVE -CPVC
ACCESS HATCH
EL 733.00
(TYP 2)
1/2" OPVC
NOTE 1)
PIPE CLAMP
"
' 4" FLOOR BOX
AS eI
-'•°
(INSTALLED BY OTHERS)
(TYP)EQUIRED
1 P -L_
VAULTS V8, V9 AND V10 —PACL
SECTION 2
1/2" = 1' -0' -
NED BY-
N ' $Y
F.
CDM
Smith
ROTAMETER
i CHK'D BY:
TRUE UNION BALL
WITH SUNSHIELD
1VED BY
VALVE -CPVC
(SEE NOTE 1)
(TYP 2)
1/2" OPVC
NOTE 1)
SCHBO
"�•
WALL OF STRUCTURE
1/2 "x45' BEND
-'•°
4" CASING PFPE PVC
(TYP)
SCH40 (q EL 716.83)
PIPE SUPPORTS
1/2" HOSE BARB
AND HOSE CLAMP
WITH (1) 1" HOCL TUBE
FRP
1/2" TUBING
3/4" TUBING
TO CHLORINATION BUILDING.
3/4" CROSS -CPVC
4' CASING -PVC SCH40
�p
TO SUMP PUMP
1 P -L_
VAULTS V8, V9 AND V10 —PACL
SECTION 2
1/2" = 1' -0' -
NED BY-
N ' $Y
J. WILLIAMS
M. $MN0,4
CDM
Smith
I CHICO EY: J. HOFFMAN
i CHK'D BY:
B. WILLIAMS
TUBING
1VED BY
J. MILLS
CaM Oresfar Mde -aISM
GWWMW Avenue. Su
JANUARY 013
RM W NGFT, I TGIN
BACTOR DUCK SEAL -
OR APPROVED EQUAL
(SEE NOTE 1)
CONNECT NEW 1"
PIPING TO EXISTING i
PIPING WITH
SOLVENT WELD
COUPLINGS
TO EC TANK �
TO PS?
SCRUBBER Iva" �
TO PST
SCRUBBER ND.4
TO PST
SCRUBBER N0.7
TO SHB
SCRUBBER NO,7 o
TO SHB
SCRUBBER NO.2
TO 1P5
SCRUBBER NO.I
TO IPS
SCRUBBER N0.2
NOTES:
1. ROTAMETER SHALL BE INSTALLED ON THE
CHEMICAL FEED LINES DISCHARGING TO
SECONDARY CLARIFIERS 5 -10 (6 TOTAL }.
ROTAME?ERS SHALL BE SECURELY
FASTENED TO THE WALL WITH SST316
ANCHORS. ROTAMETER NOT INSTALLED ON
FEED LINE TO SECONDARY CLARIFIERS
1 -4_
2. GENERAL PIPING ARRANGEMENT SHOWN.
SEE PLAN VIEWS FOR ADDITIONAL
INFORMATION.
3/4" TUBING TO -- ;.IAN;, kAk
Y14i.r. OF 57RUCTUR CLARIFIERS 5 -7
1/2" HOSE BARB �'
c
i - -1 - 1/2 'x90 BEND AND HOSE CLAMP
PIPE SUPPORT
EL 733.00 1 (TYP} I?
3/4" TUBING ....��._•
1/2 "x45' BEND I , 3
(TYP} 1/2' TUBING '
=f II
3/4" TUBING (2) = PIPE CLAMP 3/4" TUBING .R AS REQUIRED SEE NOTE 2 (1 SPARE) {TYP) TCASING -P ✓C I i 3/4" TUBING TO '
5C1r4G ,'r'YP'' PROVIDE MPE -
f SUPPORTS AS I ` 4' -0" f SECONDARY ROTAMETER
Iy. I
REQUIRED ! --�i CLARIFIERS 8 -10 (1) WN7i '.€ TRUE UNION BALL
(TYP) a 1 SUNSHIELp VALVE --CPVC s
3/4" TUBING (SEE NOTE 1) ,•{ (TYP2) I
(1 SPARE) I
CONCR£1E VAULT 1 L. - -4` CASING -PVC 1/2" CPVC G -h
SCH40 l:'Y?I SCH80 e� j '' L OF- STgUC7URC
PLAN Illyy/
CHEMICAL RACEWAY VAULT V4 —PACL 112 "05' BEND I
g^
(TYP) //-3/4" HOSE BARB i
DETAIL D I`. AND HOSE CLAMP i
AND 3/4 "x1/2" RED
1/2" = 1' -0"
3/4" TUBNG k
G I
EfE
I I� 3/4" TUBING I. -•
-P, INSTALL 2" CAP -PVC
i
1" PVC SCHBO TO - - - --
FILTER INFLUENT
BACTOR DUCK r •�t- -- - - -- - [ 1
SEAL OR 2'_D" APPROVED EQUAL 8" STONE
\(SEE NOTE I
NOTES:
1. ROTAMETER SHALL BE INSTALLED ON THE
CHEMICAL FEED LINES DISCHARGING TO
LINK SEAL SECONDARY CLARIFIERS 5 -10 (6 TOTAL),
I ROTAMETERS SHALL 8E SECURELY VAULTS V4, V5, V6 AND V7 —PACL
rE EL 715.19 FASTENED TO THE WALL WITH INSTALLED SECTION 1
ANCHORS. ROTAMETER NOT INSTALLED ON
- - FEED LINE TO SECONDARY CLARIFIERS
= 1 -4. 1/2" = 1` -0" ..
I 2. GENERAL PIPING ARRANGEMENT SHOWN.
SEE PLAN VIEWS FOR ADDITIONAL
INFORMATION.
1" HOCL FULL COVER WATER
CHEMICAL o TIGHT ACCESS HATCH
TUBING AND I PRECAST CONCRETE
I - - -- PVC SCH40 VAULT 5^
CASING PIPES
(TYP 3) FROM �-
HYPOCHLORITE
BUILDING GRADE ,�
,.,, _
1" UNION- PVC---
(TYP)
1" BV -PVC
(TYP)
1" PVC SCHBO-/
SUPPORT WITH FRP
SUPPORTS
(TYP)
SODIUM HYPOCHLORCIE JUNCTION BOX
DETAIL F NOTE:
1. ALL VOIDS BETWEEN PVC CHEMICAL PIPING
AND CONCRETE VAULT WHERE NO CASING
PIPE IS USED SHALL BE FILLED WITH
FLEXIBLE SEALANT (BACTOR DUCK SEAL
OR APPROVED EQUAL).
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
SECTION 3
112" = 1' -0" -
NOTE:
1. ELEVATION OF 1" PVC SCHBO
HYPOCHLORITE LINES SHOWN IS
APPROXIMATE. CONTRACTOR SHALL FIELD
LOCATE THE EXISTING 1" PVC CHEMICAL
LINES AND INSTALL THE PENETRATIONS IN
THE VAULT WALL ACCORDINGLY.
PROJECT NO. 6145 -82159
FILE NAME: C005YPPLDW
YARD PIPING PLAN DETAILS SHEET ND"
CD -5
3" HOCL CHEMICAL
J
APPROX. �
TUBING
o ��
I
EL 7I6614
NOTE 1)
,I
1" H PVC
° -- EL 715.11
--
4" CASING PFPE PVC
SCH8O
SCH40 (q EL 716.83)
PIPE SUPPORTS
WITH (1) 1" HOCL TUBE
FRP
TO CHLORINATION BUILDING.
( 2)
�p
TO SUMP PUMP
6" CASING -PVC
DISCHARGE INSIDE
1" HOCL CHEMICAL TUBING
SCH40
CHLORINATION BUILDING
NO. 57 STONE
(TO FILTER INFLUENT)
(SEE M-10 FOR
CONTINUATION)
SODIUM HYPOCHLORITE JUNCTION BOX
SODIUM HYPOCHLORCIE JUNCTION BOX
DETAIL F NOTE:
1. ALL VOIDS BETWEEN PVC CHEMICAL PIPING
AND CONCRETE VAULT WHERE NO CASING
PIPE IS USED SHALL BE FILLED WITH
FLEXIBLE SEALANT (BACTOR DUCK SEAL
OR APPROVED EQUAL).
CITY OF GREENSBORO
NORTH CAROLINA
WRF EXPANSION AND BNR UPGRADES PROJECT
T.Z. OSBORNE - PACKAGE 3
SECTION 3
112" = 1' -0" -
NOTE:
1. ELEVATION OF 1" PVC SCHBO
HYPOCHLORITE LINES SHOWN IS
APPROXIMATE. CONTRACTOR SHALL FIELD
LOCATE THE EXISTING 1" PVC CHEMICAL
LINES AND INSTALL THE PENETRATIONS IN
THE VAULT WALL ACCORDINGLY.
PROJECT NO. 6145 -82159
FILE NAME: C005YPPLDW
YARD PIPING PLAN DETAILS SHEET ND"
CD -5

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