20201639 Ver 1_Buffalo Road Water Mains 30%_20201229

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BUFFALO WATER DISTRICT
JOHNSTON COUNTY,
NORTH
CAROLINA
SEE PROJECT
SITE MAP
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BUFFALO
ROAD BOOSTER
PUMP STATION
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UPGRADE
AND
TRANSMISSION
MAIN
0
13
30% PLANS
+cl->o
FEBRUARY 2020
I r i
PROJECT LOCATION
NOT TO SCALE
LL
PROPOSED
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BUFFALO WATER DISTRICT
PREPARED IN THE OFFICE OF:
309 E. MARKET STREET
SMITHFIELD, NC 27577
PHONE: [phone]
320 S. ACADEMY ST.
FAX: [phone]
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM0
CJS PROJECT NO. 006-003
PROJECT SITE,
r� SCALELL

ABC
AGGREGATE BASE COURSE
ABN
ABANDONED
AC
ASBESTOS CEMENT
ADDL
ADDITIONAL
ALT
ALTERNATE
APPROX
APPROXIMATE
ASPH
ASPHALT
ATTN
ATTENTION
AVG
AVERAGE
B
BORING
BFE
BASE FLOOD ELEVATION
BFP
BACKFLOW PREVENTER
BFV
BUTTERFLY VALVE
BLDG
BUILDING
BLK
BLOCK
BM
BENCHMARK
BO
BLOWOFF
BOC
BACK OF CURB
BOT
BOTTOM
BRG
BEARING
C&G
CURB AND GUTTER
CAP
CAPACITY
CB
CATCH BASIN
CCW
COUNTERCLOCKWISE
CEM
CEMENT
Cl
CAST IRON
Cl
CURB INLET
CIP
CAST IRON PIPE
CL
CENTERLINE
CL
CLASS
CMP
CORRUGATED METAL PIPE
CO
CLEANOUT
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINUOUS
COORD
COORDINATE
CORP
CORPORATION
CPP
CORRUGATED PLASTIC PIPE
CTR
CENTER
CTRL
CONTROL
CU FT/CF
CUBIC FEET
CU IN
CUBIC INCH
CU YD/CY
CUBIC YARD
CW
CLOCKWISE
DAT
DATUM
DATUR
DRAWN ACCORDING TO
UTILITY
RECORDS
DB
DEED BOOK
DBL
DOUBLE
DC
DIRECT CURRENT
DEG
DEGREE
DEPT
DEPARTMENT
DET
DETAIL
DI
DROP INLET
DIA
DIAMETER
DIM
DIMENSION
DIP
DUCTILE IRON PIPE
DISC
DISCHARGE
DIST
DISTANCE
DR
DRIVE
E EAST
EA EACH
EFF EFFICIENCY
ABBREVIATIONS
EL/ELEV
ELEVATION
NIC
NOT IN CONTRACT
ENGR
ENGINEER
NO
NUMBER
EOI
END OF INVESTIGATION
NOM
NOMINAL
EDP
EDGE OF PAVEMENT
NPW
NON -POTABLE WATER
EQPT
EQUIPMENT
NTS
NOT TO SCALE
ESMT
EASEMENT
EXIST/EX
EXISTING
OHE
OVERHEAD ELECTRIC
EXT
EXTERIOR
PC
PRESSURE CLASS
FDC
FIRE DEPARTMENT
PCCP
PRE -STRESSED CONCRETE
CONNECTION
CYLINDER PIPE
FES
FLARED END SECTION
PCF
POUNDS PER CUBIC FOOT
FFE
FINISHED FLOOR ELEVATION
PERM
PERMANENT
FGP
FIBERGLASS PIPE
PG
PAGE
FH
FIRE HYDRANT
PKWY
PARKWAY
FL
FLOW LINE
PL
PROPERTY LINE
FLG
FLANGE
PLF
POUNDS PER LINEAR FOOT
FM
FORCE MAIN
POLY
POLYETHYLENE (PLASTIC)
FOC
FACE OF CURB
PP
POWER POLE
FPS
FEET PER SECOND
PPM
PARTS PER MILLION
FT
FEET
PROP
PROPERTY
FW
FINISHED WATER
PRV
PRESSURE RELIEF VALVE
PS
PUMP STATION
G
NATURAL GAS
PSF
POUNDS PER SQUARE FOOT
GAL
GALLON
PSI
POUNDS PER SQUARE INCH
GALV
GALVANIZED
PT
POINT OF TANGENT/POINT
GOVT
GOVERNMENT
PV
PLUG VALVE
GPD
GALLONS PER DAY
PVC
POLYVINYL CHLORIDE
GPH
GALLONS PER HOUR
PVMT
PAVEMENT
GPM
GALLONS PER MINUTE
PW
POTABLE WATER
GTS
GAS TEST STATION
GV
GATE VALVE
QA
QUALITY ASSURANCE
GW
GUY WIRE
QC
QUALITY CONTROL
QTY
QUANTITY
HDPE
HIGH DENSITY POLYETHYLENE
HH
HAND HOLE
RCP
REINFORCED CONCRETE PIPE
HORIZ
HORIZONTAL
RCW
RECLAIMED WATER
HP
HORSEPOWER
RD
ROAD/ROOF DRAIN
HYD
HYDRANT
REIN
REINFORCED
REQD
REQUIRED
IN
INCH
REST
RESTRAINED JOINT
INCL
INCLUDED
ROW
RIGHT OF WAY
INV
INVERT
RR
RAILROAD
IP
IRON PIPE
RW
RAW WATER
IPF
IRON PIPE FOUND
IRF
IRON ROD FOUND
S
SOUTH
SAN
SANITARY
JT
JOINT
SCHED
SCHEDULE
SECT
SECTION
LF
LINEAR FEET (FOOT)
SERV
SERVICE
LL
LOWER LEVEL
SF
SQUARE FEET/SILT FENCE
LOD
LIMIT OF DISTURBANCE
SHT
SHEET
LN
LANE
SI
INTERNATIONAL SYSTEM OF
LP
LIGHT POLE
UNITS/SQUARE INCHES
LS
LUMP SUM
SIM
SIMILAR
LTS
LAND TREATMENT SITE
SLV
SLEEVE
SN
STIFFNESS
MATL
MATERIAL
SPEC
SPECIFICATION
MAX
MAXIMUM
SQ
SQUARE
MGD
MILLION GALLONS PER DAY
SS
SANITARY SEWER
MH
MANHOLE
SST
STAINLESS STEEL
MISC
MISCELLANEOUS
ST
STREET
MIN
MINIMUM
STA
STATION
MJ
MECHANICAL JOINT
STD
STANDARD
MSL
MEAN SEA LEVEL
SUR
SURFACE
SURV
SURVEY
N
NORTH
SW
SIDEWALK
NA
NOT APPLICABLE
SYM
SYMBOL
NFC
NATIONAL FIRE CODE
TBM
TEMPORARY BENCHMARK
TC
TERRA COTTA/TOP OF CURB
TCP
TRAFFIC CONTROL PLAN
TD
TRENCH DRAIN
TDH
TOTAL DYNAMIC HEAD
TEL
TELEPHONE
TEMP
TEMPORARY
TOB
TOP OF BANK
TOL
TOLERANCE
TOS
TOP OF SLAB
TP
TELEPHONE POLE
TPF
TREE PROTECTION FENCE
TRANS
TRANSFORMER
TV
TELEVISION
TYP
TYPICAL
UGND
UNDERGROUND
LINK
UNKNOWN
UTIL
UTILITY
VAR
VARIES
VFD
VARIABLE FREQUENCY DRIVE
VOL
VOLUME
W
WEST
W/
WITH
W/0
WITHOUT
WL
WATERLINE
WM
WATER METER
WP
WATERPROOF
WPFG
WATERPROOFING
WT
WEIGHT
WV
WATER VALVE
WW
WASTE WATER
YD
YARD
YI
YARD INLET
I LEGEND PROJECT NOTES
100 FP
100-YEAR FLOODPLAIN BOUNDARY
BACK OF CURB
N73'16'07"E 242-16'
-
BOUNDARY
-
BUFFER
- - - - - -
Z1 -
BUFFER ZONE 1 BOUNDARY
- Z2 - Z2
-
BUFFER ZONE 2 BOUNDARY
BUILDINGS & STRUCTURES
------TV-
CABLE TV
X X -
CHAIN -LINK FENCE
DIRT OR GRAVEL ROAD
- - - - - -
DUCTBANK
EASEMENT
EDGE OF PAVEMENT
-
EXISTING CENTERLINE
PS
EXISTING PUMP STATION
FACE OF CURB
- - - -
FO-
FIBER OPTIC LINE
Fw
FLOODWAY BOUNDARY
• - - - - -
FM -
FORCE MAIN
------G-
GAS LINE
- -650-
-
MAJOR CONTOUR
- - - - -
- -
MINOR CONTOUR
OVERHEAD POWER
PAVEMENT MARKINGS
100
PROJECT PARCEL ID NUMBER
-f�-
PROPERTY BOUNDARY
- - - - - -RCw-
RECLAIMED WATER LINE
RIPRAP
RETAINING WALL
-R/W-
RIGHT OF WAY
-
ROAD CENTERLINE
- - - - -SS-
SANITARY SEWER
SIDEWALK
STORM SEWER
STREAM CENTER
TOB
STREAM TOP OF BANK
SWALE OR DITCH
TREELINE
UNDERGROUND ELECTRIC
- - - - - -T
-
UNDERGROUND TELEPHONE
- - - - - -
W-
WATER LINE
WETLAND (BOUNDARY)
WETLANDS
WOOD FENCE
No
REVISIONS
- - LOD
- LIMITS OF DISTURBANCE
SILT FENCE
SILT FENCE - TREE
PROTECTION FENCE
8H
CHECK DAM
®
STONE RELIEF OUTLET/
OUTLET PROTECTION
UTILITY POLE
t
LIGHT POLE
0
ELECTRIC MANHOLE
❑O
ELECTRIC PEDESTAL
GUY WIRE
0 TBM
TEMPORARY BENCHMARK
O BM
BENCHMARK
0
RIGHT-OF-WAY MONUMENT
Q RBC
CONTROL POINT REBAR AND CAP
&
NCGS MONUMENT
o IRS
CONTROL POINT IRON ROD SET
IRON PIN
oCO
CLEANOUT
0"
ARV
0
SANITARY SEWER MANHOLE
®
TV PEDESTAL
17
TELEPHONE PEDESTAL
©
COMMUNICATION MANHOLE
O
TELEPHONE MANHOLE
®
TRAFFIC SIGNAL PEDESTAL
®
CABLE TV BOX
©
FIBER OPTIC MARKER
®
STORM MANHOLE
CURB INLET
■
DROP INLET
- "
FIRE HYDRANT
WATER MANHOLE
•
WELL
■
WATER METER
D4
WATER VALVE
©
MONITORING WELL
o®
MAILBOX
SIGN
m
GAS VALVE
DATE BY I SEAL:
1. UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. IT IS POSSIBLE
THAT ALL EXISTING UTILITIES HAVE NOT BEEN SHOWN ON DRAWINGS.
CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION, AND MATERIAL OF ALL
EXISTING UTILTITES PRIOR TO THE START OF CONSTRUCTION. CONTACT
N.C. ONE CALL (1-800-632-4949) AND JOHNSTON COUNTY PUBLIC
UTILITIES (919-989-5075) A MINIMUM OF 48 HOURS BFORE DIGGING.
2. CONTRACTOR SHALL COMPLY WITH APPROVED NCDOT ENCROACHMENT
AGREEMENTS WHILE WORKING IN NCDOT RIGHT-OF-WAY. CONSTRUCTION
AND MATERIAL SPECIFICATIONS SHALL CONFORM TO NCDOT STANDARDS IN
THE EVENT OF CONFLICT WITH JOHNSTON COUNTY STANDARDS.
3. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES (JCPU &
NCDOT) TWO WEEKS PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. TRAFFIC FLOW SHOULD BE MAINTAINED AT ALL TIMES.
5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL
TIMES.
6. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO START
OF CONSTRUCTION.
7. CONTRACTOR SHALL PROMPTLY RESET ALL DISTURBED MAILBOXES, SIGNS,
ETC.
8. CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE, AND PAVED
DRIVEWAYS WITH LIKE MATERIALS. ALL STREETS AND DRIVEWAYS SHALL
BE SWEPT CLEAN OF DIRT AT THE END OF EACH WORKING DAY.
9. ALL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES AND
SHALL BE STABILIZED WITH MULCH AND TACK.
10. CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE
AWAY FROM ALL ROADSIDE DITCHES, CREEKS AND WATER COURSES DURING
CONSTRUCTION.
11. CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD
DURING CONSTRUCTION. CONTRACTOR TO COVER ASPHALT WITH
SCREENINGS PRIOR TO PLACEMENT OF EXCAVATED MATERIAL ON
PAVEMENT. ALL PAVED SURFACES SHALL BE CLEANED DAILY.
12. ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, AND
TEMPORARY LINER INSTALLED IMMEDIATELY FOLLOWING CONSTRUCTION IF
LINER IS SHOWN ON PLANS. ALL LINER INSTALLATIONS SHALL BE
APPROVED BY ENGINEER OR OWNER'S REPRESENTATIVE. IF DITCH LINER IS
NOT SHOWN ON PLANS, DITCH SHALL BE RESEEDED, MULCHED, AND A
TACK COAT APPLIED.
13. CONTRACTOR SHALL INSTALL A CHECK DAM IN DITCH ADJACENT TO WORK
AREA AT THE END OF EVERY CONSTRUCTION DAY.
14. INSTALL 10 LINEAR FEET OF STRAW W/ NET AT OUTLET OF ALL DRIVEWAY
PIPES AT AREAS WHERE DITCH IS DISTURBED.
15. ALONG THE NCDOT R/W, DISTURBED AREAS SHALL NOT EXCEED 5,000 LF
WITHOUT SEEDING. DISTURBED AREAS OUTSIDE THE NCDOT R/W SHALL BE
SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
SHORTER.
16. CONTRACTOR SHALL IMPLEMENT A SELF INSPECTION PROGRAM TO SATISFY
THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AS
AMENDED IN 2006. INSPECTION OF SEDIMENT AND EROSION CONTROL
DEVICES SHALL BE INSPECTED AFTER EACH PHASE OF CONSTRUCTION IS
COMPLETE AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC
46.0131. THE SELF -INSPECTION FORM IS AVAILABLE AS MSEXCEL
SPREADSHEET FROM
HTTP: //WWW.DIR.ENR.STATE.NC.US/PAGES/SEDIMENTATION-NEW.HTML.
17. IT IS RECOMMENDED THE CONTRACTOR ONLY CLEAR AND GRUB ENOUGH TO
STAY AHEAD OF THE SEEDING SCHEDULE. IF THIS IS NOT FEASIBLE, THE
CLEARED AREA SHALL BE IMMEDIATELY SEEDED AFTER CLEARING AND
ONLY THE ACTIVE CONSTRUCTION AREA SHALL BE DISTURBED.
18. IF CONSTRUCTION SCHEDULE DOES NOT ALLOW PERMANENT SEEDING ON
THE DATES SHOWN IN SPECIFICATIONS, CONTRACTOR SHALL INSTALL
TEMPORARY SEEDING WEEKLY OR EVERY 5,000 LF.
19. ALL REDUCERS SHALL BE RODDED TO ADJACENT FITTINGS OR THRUST
COLLAR.
20. TOP OF PIPE INSTALLATION SHOULD BE MINIMUM OF 36"COVER FROM EDGE
OF ASPHALT.
21. ALL FITTINGS SHALL BE COMPLETE WITH CONCRETE BLOCKING.
22. WHEN WORKING ADJACENT TO EXISITNG STRUCTURES, POLES, UTILITIES,
ETC. CONTRACTOR SHALL USE WHATEVER METHODS ARE NECESSARY TO
PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED
STRUCTURES SHALL BE AQT CONTRACTOR'S EXPENSE.
23. MAXIMUM TRENCH WIDTHS FOR PIPE LAYING SHALL BE 5 FEET AT TOP OF
TRENCH IN PAVED AREAS. CONTRACTOR SHALL FOLLOW ALL OSHA
GUIDELINES.
24. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY FOR ANY
DISRUPTIONS OF NORMAL OPERATIONS OF WATER AND SEWER SERVICES.
25. ELEVATIONS SHOWN ARE IN FEET ABOVE MEAN SEA LEVEL.
26. MINIMUM DEPTH OF COVER FOR BURIED WATERLINES SHALL BE 3.5 FT
UNLESS OTHERWISE SHOWN OR SPECIFIED.
27. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NAD 83
COORDINATE SYSTEM.
28. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY
FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
29. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED
ACCORDING TO THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE
ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION
AS INTENDED. ALL SILT FENCING, CURB OUTLET PROTECTION, AND STONE
CONSTRUCTION ENTRANCES SHALL BE REMOVED AT PROJECT COMPLETION
AS SPECIFIED IN THE SPECIFICATIONS. EROSION AND SEDIMENTATION
CONTROL DEVICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH
PROPOSED CLEARING.
30. BURIED COMMUNICATION AND CATV CABLES (FIBER OPTICS AND
CONVENTIONAL) ARE KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING WITH
THE UTILITY COMPANY TO DETERMINE SPECIFIC CABLE LOCATIONS AND
NOTIFYING THE ENGINEER OF THE EXACT ELEVATION OF THE CABLES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
LOCATING, SUPPORTING, RELOCATING OR REPAIRING BURIED CABLES ALONG
THE ROUTE.
31. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT
ALONG STATE ROADWAYS.
32. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING FENCE AS
REQUIRED FOR PIPE INSTALLATION. ANY ADDITIONAL FENCE MATERIALS
REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE OWNER.
33. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED
FOR THE INSTALLATION OF THE WATERLINE, ALL EXCAVATIONS SHALL BE
KEPT WITHIN THE DESIGNATED EASEMENT WIDTHS. EXCAVATION WITHIN
PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE
INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
34. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 24-INCHES AND
SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED
BETWEEN THE SOIL AND STONE.
35. OWNER WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST.
36. ALL REPLACEMENT STORM DRAIN RCP SHALL BE CLASS IV.
� � J
Conveyance, PLLC
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
SHEET INDEX MAP
1 " _� 2000'
37. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE THE
TRACKING OF MUD ONTO THE PAVED ROADWAY CONSTRUCTION AREAS.
THE CONTRACTOR SHALL REMOVE MUD/SOIL FROM PAVEMENT DAILY, AS
MAY BE REQUIRED.
38. PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR
DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT
OF MANUFACTURER'S RECOMMENDED DEFLECTION.
39. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT JOINTS AS
NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN.
40. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION,
DIMENSIONS, AND LAYOUT OF EXISTING PIPING TO BE CONNECTED TO PRIOR
TO ORDERING MATERIALS.
41. DETECTOR TAPE IS REQUIRED FOR ALL NON-METALLIC BURIED PIPE.
42. A THRUST RESTRAINT DESIGN PRESSURE OF 350 PSI SHALL BE USED FOR
THIS PROJECT.
43. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE LOCATED WITHIN
THE EXISTING CONSTRUCTION LIMITS AS SHOWN ON THE PLANS.
CONSTRUCTION ENTRANCES SHALL BE PLACED AS NEEDED BY THE
CONTRACTOR ACCORDING TO THE STANDARD DETAILS IN THE DRAWINGS.
44. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING ISOLATED
FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN PRESSURE
TESTED, FLUSHED, AND ACCEPTED BY THE OWNER FOR SERVICE.
45. CONTRACTOR SHALL RELOCATE EXISTING UNDERGROUND CABLES AS
REQUIRED TO ACCOMMODATE INSTALLATION OF PROPOSED WATERLINE.
COST SHALL BE PAID BY THE CONTRACTOR.
46. RESTRAINED PIPE JOINTS SHALL BE INSTALLED BETWEEN THE STATIONS
INDICATED ON THE DRAWINGS. IF A BEND OR FITTING IS RELOCATED BY
THE CONTRACTOR FOR HIS CONVENIENCE THEN THE REQUIRED LENGTH OF
RESTRAINED JOINTS SHALL BE MAINTAINED, AT -NO ADDITIONAL COST TO
THE OWNER. IF ADDITIONAL BENDS OR FITTINGS ARE INSTALLED BY THE
CONTRACTOR FOR HIS CONVENIENCE, THEN THE CONTRACTOR SHALL
INSTALL THE REQUIRED LENGTH OF RESTRAINING JOINTS AS DETERMINED
BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.
47. ALL BENCHMARKS AND MONUMENTS SHALL BE PROTECTED DURING
CONSTRUCTION. SHOULD CONSTRUCTION REQUIRE DISTURBANCE OF
PERMANENT MONUMENTS OR PROPERTY IRONS, ALL SHALL BE RESTORED
AND RESET BY A NORTH CAROLINA PROFESSIONAL LICENSED SURVEYOR AT
THE CONTRACTOR'S EXPENSE.
48. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE
IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN
FOURTEEN (14) DAYS AFTER WORK HAS TEMPORARILY OR PERMANENTLY
CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME
WITHIN TWENTY-ONE (21) DAYS. ALL STABILIZATION TIME FRAMES SHALL
MEET NPDES GROUND STABILIZATION REQUIREMENTS.
49. CONTRACTOR SHALL PROVIDE ADDITIONAL PIPING, VALVES, AND FITTINGS
AS NECESSARY TO KEEP EXISTING SERVICES IN OPERATION.
50. 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 TOOK EFFECT OCTOBER 1, 2010.
51. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO
CORPORATION, TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM
CORPORATION.
52. INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF TEMPORARY
WATERLINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
53. ALL WATERLINES SHALL BE INSTALLED AT DEPTHS REQUIRED TO:
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP STATION
UPGRADE AND TRANSMISSION MAIN
SHEET
N0.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
a. MAINTAIN A MINIMUM OF 3.5 FOOT OF COVER BETWEEN THE TOP OF
PIPE AND THE EXISTING CLOSEST EDGE OF ROADWAY PAVEMENT
b. MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION BETWEEN
THE TOP OF THE WATER MAIN AND THE BOTTOM OF THE STORM SEWER
PIPE INCLUDING DRIVEWAY PIPES WHERE INSTALLATIONS ARE LATERAL
(PARALLEL) AND 10 FOOT OF HORIZONTAL SEPARATION CANNOT BE
MAINTAINED.
54. THE PROPOSED WATER MAIN SHALL BE INSTALLED A MINIMUM OF 7'-0"
FROM THE EDGE OF PAVEMENT IF 20" DIAMETER AND 5'-0" IF 12"
DIAMETER, RESPECTIVELY.
55. NO SAKRETE CONCRETE SHALL BE INSTALLED FOR THRUST BLOCKING OR
COLLARS. READY -MIX (TRANSIT -MIX FOR 12" DIAMETER PIPE AND LARGER)
CONCRETE SHALL BE USED.
56. MECHANICAL JOINT PIPE WITH APPROVED RESTRAINT GLANDS CAN BE USED
IN LIEU OF RESTRAINED JOINT PIPE.
INDEX, GENERAL NOTES, AND
ABBREVIATIONS
INDEX TO SHEETS
DWG SHEET TITLE
N0.
-- COVER
G1 INDEX, GENERAL NOTES, AND ABBREVIATIONS
Cl PLAN AND PROFILE STA 10+00 TO 21+50
C2 PLAN AND PROFILE STA 21+50 TO 33+50
C3 PLAN AND PROFILE STA 33+50 TO 45+00
C4 PLAN AND PROFILE STA 45+00 TO 56+50
C5 PLAN AND PROFILE STA 56+50 TO 67+00
C6 PLAN AND PROFILE STA 67+00 TO 78+00
C7 PLAN AND PROFILE STA 78+00 TO 89+00
C8 PLAN AND PROFILE STA 89+00 TO 100+00
C9 PLAN AND PROFILE STA 100+00 TO 111+00
C10 PLAN AND PROFILE STA 111+00 TO 122+00
C11 PLAN AND PROFILE STA 122+00 TO 133+00
C12 PLAN AND PROFILE STA 133+00 TO 144+00
C13 PLAN AND PROFILE STA 144+00 TO 155+00
C14 PLAN AND PROFILE STA 155+00 TO 166+00
C15 PLAN AND PROFILE STA 166+00 TO 177+00
C16 PLAN AND PROFILE STA 177+00 TO 188+00
C17 PLAN AND PROFILE STA 188+00 TO 199+00
C18 PLAN AND PROFILE STA 199+00 TO 210+00
C19 PLAN AND PROFILE STA 210+00 TO 221+00
C20 PLAN AND PROFILE STA 221+00 TO 232+00
C21 PLAN AND PROFILE STA 232+00 TO 243+00
C22 PLAN AND PROFILE STA 243+00 TO 254+00
C23 PLAN AND PROFILE STA 254+00 TO 265+00
C24 PLAN AND PROFILE STA 265+00 TO 276+00
C25 PLAN AND PROFILE STA 276+00 TO 287+00
C26 PLAN AND PROFILE STA 287+00 TO 290+40
CJS PROJ. #: 006-003
DATE: 11-6-19
SCALE: N/A
PROJECT CLW Gl
ENGINEER:
DESIGNED BY: JGB
DRAWN BY: JGB SHEET NUMBER
[CHECKEDBY: JAR 2 OF 28

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%. _ �:.��,�,,,,LIFE ESTATE
�" NOW OR FORMERLY CREECH, LINDA S 0 CREECH, BILLY RAY LIFE ESTATE
EASON, FRANKLIN WADE '
DB: 02842, PG: 0332
25 CARMIL DRIVE '
PIN: 260600-58-3687 - .�
ANDREWS OF NORTH CAROLINA LLC
t . DB: 04572, PG: 0518
25 CARMIL DR
�. •�- PIN: 260600-58-1877
ANDREWS OF NORTH CAROLINA LLC
I DB: 04572, PG: 0518
I I 25 CARMIL DR �,
od PIN: 260600-59-0097 I
REVELS, CARMEN
DB: 01993, PG- 0042 ' ,
6754 BUFFALO RD A
PIN: 260600-59-2378 .;�
•� HUDGINS, KYRA BEAMAN LIFE ESTATE CREECH, LINDA S LIFE ESTATE
DB: 01291, PG: 0548 DB: 04523, PG: 0379 DB: 04523, PG: 0379
,� 6792 BUFFALO RD 100 RAI I DR 100 RALPH DR
`� PIN: 260600-59-1533 PIN: 260600-59-0864 PIN: 260600-49-7529
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GRAPHIC SCALE IN FEET
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PROFILE
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18+00 18+50 19+00 19+50 20+00 20+50 21 +00
21 +50
BUFFALO WATER DISTRICT
CJS PROJ. #:
006-003
BUFFALO FA L ROAD BOOSTER PUMP
U 0
PLAN AND PROFILE
DATE:
11 -6-19
SCALE:
1 "=
Conveyance, PLLC
PROJECT
ENGINEER:
LW
CLW
STATION UPGRADE AND
STA 10+00 TO 21 +50
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
3 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY-
JAR

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LIFE ESTATE
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CREECH, LINDA S LIFE ESTATE LIFE ESTATE _
NOW OR FORMERLY r
CREECH, BILLY RAY LIFE ESTATE NOW OR FORMERLY \ NOW OR FORMERLY
CREECH, LINDA S LIFE ESTATE ELLIS, JIMMY W 7 PRICE, REBA
+ NOW OR FORMERLY
NOW OR FORMERLY CASPER, JENNIFER - - - " NOW OR FORMERLY
MICKOW, MARIA KELLY NELSON, ANDREW GALINDO, BERNARDO CARRILLO
DB: 04523, PG: 0379
DB:
�� DB: 04523, PG: 0379 DB: 00903, PG: 0566 \ DB: 01925, PG: 0076
_
DB: 03561, PG: 0080 DB: 05089, PG: 0409 DB: 05109, PG: 0821
04523, PG: 0379
100 RALPH DR 100 RALPH DR
PIN: 260600-49-7529 PIN: 260600-49-5630
100 RALPH DR 6924 BUFFALO RD 6948 BUFFALO RD
, �� PIN: 260600-49-5721 PIN: 260600-49-5822 \ PIN: 260600-49-5922
\ 6974 BUFFALO RD I 7044 BUFFALO RD 10713 NC HWY 210
PIN: 260700-40-5048 PIN: 260700-40-64631 ` PIN: 260700-40-6654 `
- \
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GRA
HIC SCALE IN FEET
PLAN :� j / . • `.. i�'�
1:40—XREF_ :
210
210
205
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
205
200
200
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
EXIST GRADE
ALONG.—N"
. .
. . . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
PROPOSED WATER
LINE
195
195
190
.
.
.
.
190
185
. . . .
. . . .
. . . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
.
185
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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. . . .
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. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
1:40—XREF HOR.
180
180
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21 +50 22+00 22+50 23+00 23+50
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31 +00 31 +50 32+00 32+50 33+00
33+50
-�
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROJ. #: 006-003
DATE: 11-6-19
C2
SCALE: 1"=40'
PROJECT
ENGINEER:
CLW
.ince,PLLC.
STATION UPGRADE AND
STA 21 +50 TO 33+50
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
4 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

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WATER LINE CENTERED 4,.
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.. MIN. 24" VERT. SEPARATION ;•--
_ (SEE JCPU DETAIL No. 12)
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LO
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RAYNOR, WILEY HARVEY ��' RAYNOR, HARVEY •ti RAYNOR, HARVEY NEUNDORF, MARGARET L. LEWIS, LESTER T. II MARLIN PROPERTIES LLC •"
NOW OR FORMERLY
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HAMMOND, ROSE H
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DB: 01396, PG: 0614
DB: 01878, PG: 0265 - DB: 01878, PG: 0265 DB: 04860, PG: 0388 DB: 04997, PG: 0644 DB: 04999, PG: 0272 r,
DB: 01107, PG: 0008 ro
131 OLIVER POND RD
Imo- 0 PIN: 260700-40-6727 -�
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131 OLIVER POND ROAD 131 OLIVER POND ROAD I 100 MADISON DR I 7190 BUFFALO RD 128 SCARLET OAK RUN 00
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PIN: 260700-41-3586
t —
GRAPHIC SCALE IN FEET
0 20 40 80
�.
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220
220
215
.
.
215
210
210
. . . .
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.
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. . . .
. . . .
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EXIST GRADE ALONG
. . . .
. . . .
. . . .
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. . . .
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. . . .
. . . .
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205
PROPOSED
WATER
LINE
205
200
200
195
.
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195
. . . .
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35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50
42+00 42+50 43+00 43+50 44+00 44+50
45+00
J J
BUFFALO WATER DISTRICT
PLAN AND PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
C3
SCALE:
1 "— 40'
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PROJECT
ENGINEER:
GLW
STA 33+50 TO 45+00
320 S. ACADEMY ST.
CARP, NC 27511
STATION UPGRADE AND
TRANSMISSION MAIN
DESIGNED BY:
JGB
DRAWN BY:
JGB
SHEET NUMBER
No.
REVISIONS
DATE
BY
SEAL:
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
CHECKED
BY:
JAR
5 OF 28

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23 GREENLEAF DR
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DB: 00959, PG: 0399 ,`. -
23 GREENLEAF DR ' 1 ' A \
C & S PROPERTIES
DB: 01240, PG- 0430
110 WILSONS MILLS RD
;, » "- EDWARDS, FAYE W I
-� +� 4 �. DB: , PG:
•'s�� - 499 HOLLY BERRY LN
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45+00 45+50 46+00 46+50
47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51 +00 51 +50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50
BUFFALO WATER DISTRICT
PLAN AND PROFILE
CJS PROJ. #: 006-003
DATE: 11-6-19
C4
SCALE: 1 = 40'
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PROJECT CLW
ENGINEER:
STA 45+00 TO 56+50
320 S. ACADEMY ST.
STATION UPGRADE AND
DESIGNED JGB
SEAL:
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
:
SHEET NUMBER
6 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

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NOW OR FORMERLY NOW
NOW OR FORMERLY f - "-f
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NOW OR FORMERLY _ NOW OR FORMERLY HALL, DEEDRICK WINSTEAD, AUSTIN HALEE
HANSLEY, HEATHER PHILLIPS GRAY WOLF HOMES, LLC GRAY WOLF HOMES, LLC RAMOS, RAYNITHA - ; ':' WINSTEAD, WYNTER BROOKE
E & F PROPERTIES INC
DB: 04776, PG: 0873 •
DB: 04989, PG: 0430 • ' DB: 04855, PG: 0994 l DB: 04855, PG: 0994 „ DB: 05204, PG: 0316 I DB: 05241, PG: 0582
104 MONDAVI CT - 104 AIRPORT INDUSTRIAL DR STE 101 .''0 104 AIRPORT INDUSTRIAL DR STE 101 ;rc 7732 BUFFALO RD 7744 BUFFALO RD
I {"r
PIN: 260700-43-5793
~ - PIN: 260700-43-2963 - PIN:
♦ PIN: 260700-43-2590 � � PIN: 260700-43-3617 PIN: 260700-43-2880 � -' ,��.,.�„
�•�34r
260700-44-2036
GRAPHIC SCALE IN FEET
Q 20 40 80
--A-PLAN _
1 -
240
240
235
.
.
.
.
235
.
.
..
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.
.
230
230
EXIST
GRADE ALONG
.
. . .
. . .
.
. . . .
. . . .
. . . .
. . . .
PROPOSED
WATER LINE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
225
225
220
.
.
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. . .
. . .
.
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. . . .
. . . .
. . . .
. . . .
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. . . .
. . . .
. . . .
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. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
.
.
220
215
.
.
.
.
.
.
215
.
.
.
. . .
. . .
. . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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. . . .
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. . . .
. . . .
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. . . .
. . . .
. . . .
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. . . .
. . . .
. . . .
.PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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1 "=40' HOR.
210
.
. . .
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.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
1 " = 4' VER.
. . . .
. . . .
. . . .
. . . .
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. . . .
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210
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56+50
57+00
57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50
67+00
J
BUFFALO WATER DISTRICT
CJS PROJ. #:
006-003
�
Conve ante P«C
y ,
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
DATE:
11-6-19
C5
SCALE:
1 ++- 40'
EPROJECT
NGINEER:
CLW
STATION UPGRADE AND
STA 56+50 TO 67+00
DESIGNED BY:
JGB
SEAL:
NC LICENSE
320 S. ACADEMY ST.
CARY, NC 27511
#P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
7 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

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CLIFTON, GEORGE DEWEY III 'as}
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^ NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
N PIERCE, WILLIAM T. '� GRAY, ROBERT JERARD BLACKMAN, NOAH LEE JR MERCADO,
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E
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7756 BUFFALO RD _ �.
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-
7780 BUFFALO RD I 7800 BUFFALO RD ',�1 ♦'' _ �$ 8231 BUFFALO RD 7860 BUFFALO RD 7876 BUFFALO RD 20 CRESTLINE DR
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GRAPHIC SCALE IN FEET
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255
255
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240
240
235
235
230
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230
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78+00
BUFFALO WATER DISTRICT
CJS PROD. #:
0 06-003
ow
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
DATE:
DATE:
11-6-1-6-19
C6
1'=40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 67+00 TO 78+00
DESIGNED
BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
8 OF 28
No.
REVISIONS
DATE
BY
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. . . .
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78+00 78+50 79+00
79+50 80+00
80+50 81 +00
81 +50 82+00 82+50 83+00
83+50 84+00 84+50 85+00 85+50
86+00 86+50 87+00 87+50 88+00 88+50
89+00
r�
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROD. #:
DATE:
006-003
11-6-19
C7
1'=40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 78+00 TO 89+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
9 OF 28
NI
REVISIONS
DATE
BY
CHECKED BY:
JAR

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ELLA ANN LEE HOLDING REVOCABLE TRUST } 'j
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BLACKMAN, NOAH L JR NOW OR FORMERLY
RUSSELL, REBECCA RUSSELL, REBECCA BLACKMAN
NOW OR FORMERLY
BLACKMAN, NOAH LEE JR
... _
HOLDING, ELLA ANN LEE TRUSTEE
DB: 05246, PG: 0234
519 ROSEWOOD DR '
R �. 1•"r �� .
-
BLACKMAN RUSSELL, BRENT
DB: 01214, PG: 0342 DB: 02646, PG: 0582
8231 BUFFALO RD 8185 BUFFALO RD
_ -
BLACKMAN, DEBRA W
DB: 01434, PG: 0251
8231 BUFFALO RD
PIN: 260700-25-0572
f '" y •
PIN: 260700-16-8555 I PIN: 260700-26-7672
PIN: 260700-26-6833
-
•'
PROPOSED
PERMANENT 15'
�` , J'_ ,
UTILITY EASEMENT
=,
•'`�'
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,
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—
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-
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EXIST FIRE HYDRANT
EXIST FIRE HYDRANT
...
-
'. � eo
EXIST WELL, TYP.
- Vw-
-
NOW OR FORMERLY
-
BLACKMAN, NOAH L JR
NOW OR FORMERLY
E & F PROPERTIES INC
RUSSELL, REBECCA �' NOW OR FORMERLY
BLACKMAN FITZGERALD, THOMAS CLARK
DB: 01214, PG: 0342 � It DB: 00745, PG: 0209
'
NOW OR FORMERLY
FEDERAL NATIONAL MORTGAGE
ASSOCIATION
.
DB: 04047, PG: 0598
8231 BUFFALO RDT 102 DEERHAVEN DR ro
`' .1.
DB: 04640, PG: 0668
PIN: 260700-46-8278 '
PIN: 260700-16-8555 , PIN: 260700-36-0843
PIN: 260700-26-9989
GRAPHIC SCALE IN FEET
w�
PLAN
_
1"=40' ya
250
_
250
.
��
.
245
245
i
i
.
i
i
.
EXIST GRADE
ALONG
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
PROPOSED WATER
LINE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. .
. .
. . . .
.
. . .
.
. . .
240
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .�
— —
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. .
. .
. . . .
.
. . .
.
. . .
240
.01
235
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. .
. .
. .
. .
. . . .
. . . .
.
.
. . .
. . .
.
.
. . .
. . .
235
. . . .
. . .
.
. . . .
. . . .
. . . .
_—.�
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. .
. .
. . . .
.
. . .
.
. . .
.
.
230
.
i
.
230
�
.
.
225
.
.
225
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. .
. .
. . . .
.
. . .
.
. . .
1 "=40' HOR.
220
.
1" = 4' VER.
.
220
Ln
00
00
00
N
00
Ln
N
Ln
n
c0
O
O
O
O
O
N
N
4
N
C6
N
00
N
O
M
N
n
r7
M
4
M
�`�
00
M
O
�
r
N
�
r7
�
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c0
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O
of
O
Ln
O
Ln
O
Ln
O
Ln
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
89+00 89+50
90+00 90+50 91 +00 91 +50 92+00 92+50 93+00
93+50 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50
98+00
98+50 99+00
99+50
100+00
CJS PROJ. #:
006-003
BUFFALO WATER DISTRICT
PLAN
AND
PROFILE
DATE:
11-6-19
SCALE:
1 = 40'C8
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PROJECT
ENGINEER:
GLW
STATION UPGRADE AND
STA
89+00
TO 100+00
DESIGNED BY:
JGB
320 S. ACADEMY ST.
CARY, NC 27511
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
No.
REVISIONS
DATE
BY
SEAL:
NC LICENSE #P-1611
WWW.CJSCONVEYANCE.COM
CHECKED BY:
JAR
10 OF 28

01
0
u
w
0
m
m
0
z
Q
z
Q
m
/
a
0
0
0
0
O
0
0
m
O
m
O
6
m
0
N
u
O
u
a
u
0
0
0
0
m
0
u
0
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0
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0
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0
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0
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or
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BLACKMAN, NOAH L JR
NOW OR FORMERLY
HOLDING
3 �� •� S<• ; !r
�� ~
_ _
`• �'
�.
RUSSELL REBECCA
BLACKMAN
CONNELL HOPE
ELLA ANN LEE HOLDING REVOCABLE
TRUST
r• i � NOW OR FORMERLY
.1 �Y• BARBOUR, DAVID CALVIN
f` ` v t'
.-
• = `• 0
DB: 01214, PG: 0342
DB: 05246, PG: 0234
. M DB: 04462, PG: 0537
_
8231 BUFFALO RD
519 ROSEWOOD DR
' 8422 BUFFALO RD
PIN: 260700-16-8555
PIN: 260700-17-7106
PIN: 260700-27-2893
INSTALL 20 LF 24" DI
-----
rO
WATER LINE CENTERED
-- UNDER EXISTING 18" RCP W/
j '. .t._ - •�
MIN. 24" VERT. SEPARATION
(SEE JCPU DETAIL No. 12)
q
�
12' OFF EOP,
w
i i
��
= - - PROPOSED 24 TYP.
G a
0 w
Say
WATER MAIN
± w
O N
DRIVE
N
N
I
-R/W—
1*+00
102+
s' Rcv �+
00� 1 00 106�+00 �/*—
—R
GRA
RIVE
N uj
N
SOIL E
— 107+00 08+00
—R/W—
0
®
- .
0
UJ—
wF
zQ
ore
/
II
60 R/W
- ®
_
zQ
J Z
/
BUFFALO ROAD (SR 1003) I lit
J z
UZ
/
0
—W---, r--
—Q ---W-- —W--
o�----T---
/ —R/W—
/
—W--
--- ---
—t/W— —t/W—
—W-- —W-- —W-- —W-- —W-- T ----T-
--- ---- ---- ---- -------W-------W---------VY------W------W--
—t/W— —R/Yv— �t/Mr— �t/W— �t/W— —R/yy— —R/ -- ... ►r J..
�t/w—
--- '
—
— w— — — — — — w— -- — — — — ,— — — — _ N�-- — — — — —
�Z
aU
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--- -- --
--N------TV-------
-----N-----
TV-- —0
'
------ HP—
— OHP — --- ——OHP—---_—OHP
ro
I
II
'
— — — —OHP
-
- — —OHP —
— — — — —
—OHP —
rv/�
O ER LY —OHP — — — — — —oHP
NOW OR FORMERLY
NOW OR FORMERLY
CONOW HOPE HOLDING — — — — — —OHP-----
P _ BRANCHEAU, GERALD N
NOW OR FORMERLY
E&F PROPERTIES INC
I ELLA ANN LEE HOLDING REVOCABLE TRUST
BRANCHEAU, CHRISTINE L
BARBOUR, DAVID
CALVIN
HOLDING, OLIVIA B
ro DB: 05246, PG: 0234
DB: 04453, PG: 0260
DB: 04462, PG:
0537
DB: 03997, PG: 0336
I 519 ROSEWOOD DR
8388 BUFFALO RD
8422 BUFFALO
RD
PIN: 260700-47-5994
PIN: 260700-17-7106
I PIN: 260700-48-4427
PIN: 260700-28-9881
GRAPHIC SCALE IN FEET
0
20 40 80
PLAN
n
I 1 "=40'
265
265
260
.
.
.
.
.
.
.
.
260
255
.
.
.
.
.
.
255
. . . .
. . .
.
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
EXIST GRAD
. . . .
ALONG .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . .
.
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
PROPOSED WA
ER LINE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
250
- - - - -
. . . .
- - - -
. .
-
. .
- - - - - -
. . . .
- - -
. . . .
250
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
245
.
.
.
.
245
240
. . . .
.
.
. . .
.
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
.
.
240
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
.
. 1"=4
' HOR..
.
235
1" =
' VER•
235
O
O
O
O
O
O
00
00
In
O
O
0)
0)
0)
O
c0
N
r7
O
O
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O
In
O
In
O
In
O
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6
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00
�
O
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6
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O
In
O
�
O
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00
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O
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LO
LO
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
100+00 100+50
101 +00 101 +50 102+00 102+50
103+00
103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00
110+50
111 +00
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
C9
SCALE:
1"=40'
COI1Vey111Ce, PLLC
STATION UPGRADE AND
STA 100+00 TO 111 +00
PROJECT
ENGINEER:
CLW
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
11 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

0
O
O
u
w�
O
O
m
O
0
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Q
z
Q
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0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
m
m
0
m
0
a
m
0
N
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0
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0
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`AOL
06
Aq
Alt
AL
NOW OR FORMERLY
BARBOUR, DAVID CALVIN
�` NOW OR FORMERLY
'� ll ,4. ��\ ELLA ANN LEE REVOCABLE TRUST 1
`':, '-^ • HOLDING, ELLA ANN LEE TRUSTEE.
��.
i a. .'�
NOW OR FORMERLY
E & F PROPERTIES INC
- •"
0537
%.-
DB: 05246, PG: 0234
1
HOLDING, OLIVIA B
DB: 04462, PG:
8422 BUFFALO RD
PIN: 260700-27-2893
t ,
..,`' -� ,. 519 ROSEWOOD DR
' 4�. ?� '` !� �, ` PIN: 169702-96-7473
v ,-
• ��`
�F�
`'�_
+ �'" DB: 04869, PG: 0871
PIN: 260700-18-2473
`
Q r
+
�1
=,c
` • 7�•� •a;' �• �.
INSTALL 20 LF 24 DI�'� �. �• t ,• - •
WATER LINE CENTERED ,..�' �,' ! >�'�.�
GRAB • \�yJ
Z
w�=
Q- ?
\�
UNDER EXISTING 18" RCP W/ - ' -� ; ►,' ,
MIN. 24" VERT. SEPARATION
,,
�•,'
j 1' dW�
Z
VO
(SEE JCPU DETAIL No. 12) :• :` ia�r� �'� i�► •1��i
-
y
+(+
���a•
OFF
EOP,
�t/'N'
�QO
k�
�N`-XIST
;� ,,.�. ,12
Oj
,+
,; _,
METER. TYP.
1011-
�-
�a•
.i• �•� .L, •� PROPOSED
.ti`-:,_ �• - WATER
24 ,•
MAIN ,`,.� •• ..
i
... I _ � -��
— --
� �
� ''r �
�oNP
• > / \ \
SOIL
�R/'N' �oHP
\N,\_
I
�� �.- tip/� ►� �
13•
� -R/Iw-
..
DRIVE a+OO
� � '
\ •� � � � E`j, 16 U
�RI� �ONP
cp
OR
Ilk
` ' \
_ 4� // 60' R/W
'1-1gyp
__
BUFFALO ROAD (SR 1003)
r > ,
W
• ;' ate''' .� �
` �-• �/� .•.
i `�.� -� �oH �
ar yp
\
`
�
NOW OR FORMERLY
NOW OR FORMERLY \ t BAKER, KRISTEN BARBOUR NOW OR FORMERLY
'`
) OHP
-
NOW OR FORMERLY
BARBOUR, DAVID CALVIN
DB: 04462, PG: 0537 �oyp
8422 BUFFALO RD ��
PIN: 260700-28-7328 , }
BAKER, CHAD MICHAEL ,., BARBOUR, DAVID CALVIN \ .
DB: 04890, PG: 0146 y DB: 04462, PG: 0537 t° �� •�"•'
8442 BUFFALO RD �` 8422 BUFFALO RD fy+'�� �,c'
PIN: 260700-28-5469 / PIN: 260700-28-9881 0� �'► ' : ►'N
E & F PROPERTIES INC
HOLDING, OLIVIA B
DB: 02855, PG: 0630
PIN: 260700-19-7186
GRA HIC SCALE IN FEET
lk..
\0yp �` ;\
f PLAN
;\
265
265
260
.
.
.
.
.
.
.
.
260
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . EXIT
GRADE. ALONG.
. . .
. . . .
. . . .
. . . .
. . . .
255
PROPOSED
WATER LINE'255
250
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. \ .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
250
245
. . . .
. . . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
245
240
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
240
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.PROFILE
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
. . . .
1"=40' HOR.
235
1" = 4' VER.
235
P7
P7
rn
O
O
O
rn
O
N
�`�
co
r7
rn
r7
O
4
O
4
rn
r7
ui
rn
cfl
N
O
00
O
00
Ln
N
Ln
N
N
Ln
N
Ll7
N
Ll7
N
Ll7
N
N
N
Ln
N
Ln
N
In
N
In
N
In
N
Ln
N
In
N
Ln
N
In
N
In
N
In
N
n
N
n
N
n
N
111 +00 111 +50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50
117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121 +00 121 +50 122+00
r�
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN
AND PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
clo
SCALE:
1 �� = 40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 111
+00 TO 122+00
DESIGNED BY:
JGB
sEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
12 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

0
0i
u
w�
J
L�
0
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0
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0
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0
0
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0
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0
0
0
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12' OFF EOP,
NOW OR FORMERLY
TYP.
NOW OR FORMERLY
ELLA ANN LEE REVOCABLE TRUST
E & F PROPERTIES INC
HOLDING, ELLA ANN LEE TRUSTEE
LI
HOLDING, OLIVIA B
DB: 05246, PG: 0234
DB: 04869, 0871
PIN: 260706-18-2473
519 ROSEWOOD DR
PIN: 169702-96-7473
_
r
`� �• �, \: _
,o
PROPOSED 24"
R;VE
WATER MAIN
CAMEL
126+00
127 00
I
=*k \ \ `'� A �` Ow'.T 2
\
+$8�
O
=07-\ \ — X� :.cam �R
o �- \oy \�"
W. `b�
BUFFALO ROAD
—R
(SR 1003)
1
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— — — —T—
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—
ILLPUKE
R
PONE \ \
TRANSMISSION LINES \ \
\ %
\oyA
\
NOW OR FORMERLY
\ \
\ 0%
E & F PROPERTIES INC
\
HOLDING, OLIVIA B
\ \ \
DB: 02855, PG: 0630
\ \ \
PIN: 260700-19-7186
\o \ \
GRAPHIC SCALE IN FEET
yA dy \
0
20 40 80
\ \
PLAN
1 "=40'
270
270
265
.
.
.
.
.
.
265
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
.
. .
EXIST GRADE A
ONG .
. .
. . . .
. . . .
. . . .
. . . .
. .
. .
.
. . .
. . . .
. . .
.
. . . .
. . .
.
.
.
. . . .
PROPOSED WATER
LINE
260
. . . .
. . . .
./ .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. .
. .
.
. . .
. . . .
. . .
.
. . . .
. . .
.
. . . .
260
. . . .
255
. . . .
. . .
.
. . . .
255
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
250
.
.
.
.
250
245
. . . .
. . . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
.
.
. . .
. . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
.
245
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
1"=40' HOR.
240
1" = 4' VER.
240
O
r7
O
O
rn
r7
O
L0
L0
O
I-
n
n
n
r`
N
00
n
00
00
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00
In
6
In
O
(0
O
(0
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Ln
6
In
6
In
00
Ln
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Ln
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Ln
Lo
Ln
Lo
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Lo
Ln
Lo
Ln
co
In
co
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Ln
In
Ln
In
4
Ln
4
Ln
vi
Ln
�
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
122+00 122+50 123+00 123+50 124+00 124+50 125+00
125+50 126+00
126+50 127+00
127+50 128+00 128+50 129+00 129+50
130+00
130+50 131 +00
131 +50 132+00
132+50 133+00
r�
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
SCALE:
1 = 40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 122+00
TO 133+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY
CARY,
NC LICENSE #P-1611
ST.
NC 27511
WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
13 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

01
Ci
u
w�
0
m
O
z
Q
z
Q
z
/
u,
O
O
0
0
Cn
E
Cn
Ci
Ci
0
N
m
m
0
m
0
a
m
0
N
u
0
u
0
u
0
0
0
0
0
0
u
0
0
0
0
0
E
0
N
0
N
0
N
T
0
CT
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�'
�•''
r F ��`' • 24" 90' BEND
.o 9
,y p
•�' BORE &JACK 50 LF OF'
!
+� A
36" CASING (MIN
WALL THICKNESS) WITH ,Q 4+1 (2) 24" 11.25' BEND
NOW OR FORMERLY
ELLA ANN LEE REVOCABLE TRUST 50 LF OF 24" RDJ O O �y
9�J s���
HOLDING, ELLA ANN LEE TRUSTEE t• CARRIER PIPE x0 NOW OR FORMERLY
DB: 05246, PG: 0234 NEW HILL MISSIONARY BAPTIST CH
NOW OR FORMERLY
E AND F PROPERTIES INC
~
Dc0
519 ROSEWOOD DR g _ '� DB: 03398, PG:
0734 .'
DB: 03422, PG: 0917
PIN: 169702-96-7473 . �e. ' PIN: 260700-09-2953
/
/�
PIN: 169702-99-7686
+
24" 45' BEND
I
Y
r
.
�..
/ 4.
� 7xOO
- ,;•�► t + CLEARING LIMITS, TYP. ----'�
•`
.• ,' `' 24" 45' BEND ono _ �J'�e
*
,
EX�
PROPOSED 24" \\ —
\\ —0HP — — — — —OHP
WATER MAIN �" — —
� � � ' — — —
12' OFF
EOP,
� �4'
, •' •
n•(/ P
61
ALA
Qp
Y_
12' OFF EOP,
• . / _ EX. ROAD SIGN \
�� 1-1TYP.
p g`3'A
1
Xl
/
rod R/w
/ / `1 �/ j� ♦ NOW OR FORMERLY
e �� �,/ : * KENNEDY, JONNIE FLOWERS' - "
\ / � �
_ ��
�Gj�
i` f BATTEN, MARY ALICE
DB: 00843, PG: 0600
O
'�,C,V� PIN: 260700E 09-4922
f
v Q'
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� moo,
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�OHP
NOW OR FORMERLY
E & F PROPERTIES INC
HOLDING, OLIVIA B�
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
ELLA ANN LEE HOLDING REVOCABLE TRUST KENNEDY, JONNIE FLOWERS KENNEDY, JONNIE FLOWERS
HOLDING, ELLA ANN LEE TRUSTEE - ; •��� KENNEDY, HOWARD KENNEDY, HOWARD
J / DB: 05246, PG: 0234 DB: 01117, PG: 0049 DB: 01117, PG: 0049
v\
�
'
\ C�
O
GRAPHIC SCALE IN FEET
0 20 40 80
O
/�
DB: 02855, PG:
0630
/ 519 ROSEWOOD DR PLAN 8947 BUFFALO ROAD 8937 BUFFALO ROAD
U-
PIN: 260700-19-7186
/
/ \\ PIN: 260800-11-0122 1"=40' PIN: 169702-88-1488 PIN: 260800-00-4075
' /" �•.: '
/6/(
265
265
260
.
.
.
.
.
.
.
.
260
255
.
.
.
.
.
.
255
.
. . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . EXIST
GRADE ALONG
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
.
. . .
. . . .
. . . .
PROPOS
D WATER LINE
250
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
250
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
245
.
.
.
.
245
240
.
.
.
. . .
. . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
.
240
.
.
. . .
. . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
1"=40' HOR.
235
1" = 4' VER.
235
O
O
co
00
00
00
LO
co
O
O
Ln
00
N
u7
N
Ln
LO
L
O
O
Ln
O
Ln
O
Ln
LO
LO
N
u7
N
N
V)
a)
0
O
a)
O
ul
O
ul
O
ul
O
LO
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
133+00
133+50
134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00 139+50 140+00 140+50 141 +00
141 +50 142+00 142+50
143+00 143+50 144+00
r�
BUFFALO WATER DISTRICT
CJS PROJ. #:
006-003
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
DATE:
11-6-19
C12
1'=40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 133+00 TO
144+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
14 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

0
0i
u
U
W
0
m
m
0
z
Q
z
Q
m
/
N
N
u,
0
0
/
0
cn
E
cn
0
N
m
m
0
m
0
a
m
0
N
u
0
0
u
a
u
0
0
0
0
T
m
0
u
0
0
0
0
0
E
0
cc
m
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0
N
0
N
T
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CT
m
0
a
• -
eu
-
l
-A
fb -
eo
NOW OR FORMERLY
CARTER, ESTHER L LIFE ESTATE
NOW OR FORMERLY
KENNEDY, JONNIE F
aw
_
NOW OR FORMERLY NOW OR FORMERLY
NOW OR FORMERLY NOW OR FORMERLY
PITTMAN, PEGGY C REMAINDER
BATTEN, MARY ALICE
EVANS, BARBARA S < EDWARDS, LLOYD THOMAS
t�1
LOFLIN, NATHAN RONALD LING ELLSWORTH, DIANNA H
DB: 02577, PG: 0957
DB: 01280, PG: 0399
DB: 01111, PG: 0216 DB: 04367, PG: 0334
DB: 05092, PG: 0619 DB: 04262, PG: 0008
8927 BUFFALO ROAD
8937 BUFFALO RD
8999 BUFFALO RD 9033 BUFFALO RD
1987 RIVER DELL RD 3800 MANOR DR - i
,
PIN: 260800-00-2331
PIN: 169702-88-1489
PIN: 260800-00-0683 m PIN: 169800-90-8882
PIN: 169800-90-8964 PIN: 169800-91-8077
r
w
_ PROPOSED ARV ASSEMBLYlq-
12' OFF EOP
It
70 STA 151+ 58
PROPOSED 24 - -
eu
I
0
0
N
Q W
�ORA,ryE eroalcs
W UAjD-
RAVE
RIVE
GRA 12' OFF
, . _
EOP WATER MAIN EX. RGAD SIGN D
—�
EXIST WELL, TYP.
�
+ Ld
't w(y��E
A
��OH
RIVE
GRAVEL DR GRAVEL
—OHP — EX. ROAD SIGN EX. ROAD SIGN DRIVE DRIVE
— — —OHP — — —
GRAVEL
DRIVE�gp—
Ill 2in
Z
145+
�t/VY— +
146 6t 147+
OHP — -OHP — —
�t/VY— l" �t/YY— /w— �t ASPHALT— HP — �t/YY— _t/W__
— "" — —
HP — — — — OHP —JGR
�t �— ��— 04�
�i/YY—
OHP
zQ
_
148+00 149+00 150+ O ROAD 151 +00 5
+00 15 +00 15 +00
N N
_
_
18' RCP r
—_ 24' RCP — — — — — 1lIIC PPE
rr
z
I O
w
r
\ I
r +sue RCP r >a� RCP
err CCP
F
I
dyo\ BUFFALO ROAD (SR 1003) I
60 R/W°°"' �
K<
z
U _
w------w-----_
_ ss�RCP
'��P __
— — — — __
—�� 15' RCP-ry
w
i
1''F'` y 1
NOW OR FORMERLY
NOW OR FORMERLY
- ►4
'A .`
_ NOW OR FORMERLY
NOW OR FORMERLY
KENNEDY, JONNIE F
BATTEN, MARY ALICE
RAMIREZ, MARIANO URISTEGUE . _ ELLA ANN LEE HOLDING REVOCABLE TRUST
HERNANDEZ, HILD ABARCA '� HOLDING, ELLA ANN LEE TRUSTEE ,�
•�
ELLA ANN LEE HOLDING REVOCABLE TRUST
HOLDING, ELLA ANN LEE TRUSTEE
DB: 01280, PG: 0399
DB: 03065, PG: 0643
DB: 05246, PG: 0234 i
tr
DB: 05246, PG: 0234
8937 BUFFALO RD
PIN: 260800-00-5346
8970 BUFFALO RD
PIN: 260800-00-3574
r 519 ROSEWOOD DR
' PIN: 260800-00-2795
519 ROSEWOOD DR
PIN: 260800-11-0122
�
!' t� r
GRAPHIC SCALE IN FEET
. ,►*.�.
.�
0 20 40 80
LAN
270
270
265
.
.
.
.
265
. .
. .
. . . .
. .
. .
. .
. .
. . . .
. . .EXIST
GRADE ALONG
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
. . .
.
. . .
PROPOSED
WATER LINE
260
260
�
255
255
250
.
.
250
245
. .
. .
.
. .
. .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
.
245
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
.
1".=40' HOR..
.
240
1" = 4' VER.
240
00
0
0
r7
00
(D
(D
0
00
0)
0
0
0
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144+50 145+00
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146+00 146+50 147+00 147+50
148+00 148+50 149+00 149+50 150+00 150+50 151 +00 151 +50 152+00
152+50 153+00 153+50 154+00
154+50 155+00
r J
BUFFALO WATER DISTRICT
CJS PROJ. #:
006-003
Conveyance, P«C
BUFFALO ROAD BOOSTER PUMP
STATION UPGRADE AND
PLAN AND PROFILE
+ +
STA 144 00 TO 155 00
DATE:
11-6-19
Cl 3
SCALE:
1"=40'
PROJECT
ENGINEER:
CLW
DESIGNED BY:
JGB
32S. ACADEMY ST.
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
SEAL:
NC
C
CARP, NC 27511
LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
15 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

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CLIFTON, SUSAN CAROL STEPHENSON, SANDRA OWENS
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F` RAGNO, FRANKLIN D j
DB: 04062, PG: 0554
DB: 01304, PG: 0548
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201 POND AVE
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9161 BUFFALO RD 505 POWER MILL RD
' 9269 BUFFALO RD
PIN: 169800-91-8285
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ELLA ANN LEE HOLDING REVOCABLE TRUST ' `'
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NOW OR FORMERLY
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DB: 05246, PG: 0234:.
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TWIN STATES FARMING INC
• +'
519 ROSEWOOD DR
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DB: PG: 0125
PIN: 260800-11-0122
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260801
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GRAPHIC SCALE IN FEET
0
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PLAN
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270
270
265
.
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.
.
.
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.
.
265
260
.
.
260
. . . .
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.
. . .
. . . .
.
. .
EXIST GRADE
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. .
. . . .
. . .
.
. .
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. . . .
. . . .
. . . .
. . . .
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.
. . .
.
. . . .
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. . . .
. . . .
PROPOSED WA
ER LINE
255
255
. . . .
. . . .
.
. . .
. .
. .
. . . .
.
. . .
. . . .
. .
. .
. . . .
. . .
.
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . ..
. . . .
. . . .
. . . .
. . . .
i
i
i
250
250
245
.
.
.
.
245
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
.
.
.
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.
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. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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. . . .
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1 "=40' HOR.
240
1" = 4' VER.
240
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N
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N
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155+00 155+50 156+00
156+50
157+00 157+50
158+00 158+50
159+00 159+50
160+00
160+50 161 +00 161 +50 162+00 162+50 163+00
163+50
164+00 164+50 165+00 165+50 166+00
J
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROJ.
DATE:
#:
006-003
11-6-19
C14
SCALE:
1 �� = 40'
EPROJECT NGINEER:
CLW
-
STATION UPGRADE AND
STA
155+00 TO
166+00
DESIGNED BY:
JGB
SEAL:
NC LICENSE
320 S. ACADEMY ST.
CARY, NC 27511
#P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
16 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

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FISHER, LARRY EUGENE to NOW OR FORMERLY
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Y- MAIDON, DENNIS N
NOW OR FORMERLY
RAGNO, FRANKLIN D
DB: 04476, PG: 0884
9269 BUFFALO RD I
SHIRLEY, ASHLEY L
DB: 00992, PG: 0564
9287 BUFFALO RD
FISHER, PEGGY ° �
DB: 00993, PG: 0150 0 ENNIS, TIMOTHY MARK
I x x DB: 01874, PG: 0449 S
9319 BUFFALO RD 9381 BUFFALO RD
—
MAIDON, BRENDA
DB: 00992, PG: RD
9411 BUFFALO
LEE, ROY E
DB: 1 BUF LO 0851
BUFFALOS
PIN: 169800-92-6214"0
PIN: 169800-92-5425
_ PIN: 169800-92-4672 I PIN: 169800-92-3902
- N
11
'' PIN: 169800-93-1185 �
4
PIN: 169800-93-1402
N: 1
.�-
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� x BORE &JACK 45 LF OF 36" x �
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PROPOSED PERMANENT -0 STEEL CASING & __" MIN
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x
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\ I 14 OFF EOP
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to
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0
NOW OR FORMERLY
0
�
TWIN STATES FARMING INC
DB: 03039, PG: 0125
0
PIN: 260801-05-5650
GRAPHIC SCALE IN FEET
0
20 40 80
PLAN
I1
"=40'
270
270
265
.
.
.
.
.
.
.
.
265
260
.
.
.
.
.
.
260
.
. . .
. . .
.
. . . .
. . . .
. . . .
. .
. .
. . . .
. . .
EXIST GRADE
LONG . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
.
. . .
. . . .
255
PROPOSED WATER
LINE
255
.
. . .
. . .
.
. . . .
. . . .
. . . .
. .
. .
. . . .
.—.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . .
. . . .
250
.
.
.
.
250
245
.
.
.
.
.
.
245
.
.
.
. . .
. . .
. . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
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.
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. . . .
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. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
1 "=40' HOR.
240
1" = 4' VER.
240
O
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r7
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N
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N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
166+00
166+50
167+00 167+50 168+00 168+50
169+00 169+50 170+00 170+50 171 +00 171 +50 172+00 172+50 173+00 173+50 174+00
174+50 175+00 175+50 176+00
176+50 177+00
CJS PROJ. #:
006-003
J
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
DATE:
11-6-19
1'=40'C15
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 166+00 TO 177+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
17 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

01
0
N
u
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0
m
m
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Q
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0
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0
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0
N
u
0
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a
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0
0
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LEE, ROY E
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`` r ' TWININCC ``
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DB: 03140, PG: 0851
9461 BUFFALOE RD
PIN: 169800-93-1402
s .- `•
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PIN: 260801-05-5650
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INSTALL 20 LF 24 DI -_ -
WATER LINE CENTERED .;
EXISTING 18
L
or
= j, r y,�/�INSTALL 20 LF 24 DI
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UNDER EXISTING 18 RCP W/ �IiII4-
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L - �� ' `f �►
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=
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MIN. 24" VERT. SEPARATION -'.�►
(SEE JCPU DETAIL No. 12)
-;
CLEARING LIMITS, TYP. 'ram-►�� '' ' •r-' ; r y " t
MIN. 24" VERT. SEPARATION
(SEE JCPU DETAIL No. 12
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WATER MAIN
,
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rRAIL FENCE
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�t/w- �t/VY-
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%.i- �t j ' �i j
180+00 181 +00 182+00
�t �t iY- �t j i/- ^' -- ii� S�- �i j11Y- �i 11y- r
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=
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- -OHP - - -
-OHP - -0
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--OHP------ OHP ------ OHP ------OHP -
-
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I It
NOW OR FORMERLY
TWIN STATES FARMING
�4' _
INC
_ '•
DB: 03039, PG: 0125 ♦t� `
f`
PIN: 260801-05-5650
-
GRAPHIC SCALE
IN FEET
0 20
40 80
PLAN •;'
•�
1 "=40'
r
'
265
265
260
.
.
.
.
.
.
.
.
260
.
.
.
EXIST GRADE
ALONG
.
.
.
255
. . . .
. . .
.
. . . .
. . . .
. . .
.
. . .
.
. . . .
. . . .
PROPOSED WATER
LINE
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
255
250
250
245
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. .
. .
. .
. .
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. . . .
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. . . .
. . . .
. . . .
.
.
245
240
. . . .
. . . .
.
. . .
. . .
.
.
. . . .
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. . . .
. . .
. . .
.
.
. . .
. . .
.
.
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.
.
. . . .
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. . . .
. . . .
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.
240
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.
.
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. . . .
PROFILE
. . . .
. . . .
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. . . .
. . . .
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. . . .
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1 "=40' HOR.
235
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235
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N
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177+00 177+50
178+00 178+50 179+00
179+50
180+00 180+50 181 +00 181 +50 182+00
182+50 183+00 183+50 184+00 184+50 185+00 185+50 186+00
186+50 187+00 187+50 188+00
r�
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
C16
1'=40'
PROJECT
ENGINEER: CLW
STATION UPGRADE AND
STA 177+00
TO 188+00
DESIGNED BY: JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
18 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

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. . . .
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.
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PROPOSED WATER
LINE
255
255
250
250
245
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.
. . . .
. . . .
. . .
. . .
.
.
.
.
. . .
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.
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245
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.
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. . . .
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. .
. .
.
. . .
. . . .
. .
. .
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240
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240
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N
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188+00 188+50 189+00
189+50
190+00
190+50 191 +00
191 +50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50
196+00
196+50 197+00
197+50 198+00 198+50
199+00
BUFFALO WATER DISTRICT
CJS PROD.
#: 0 06-003
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE:
DATE:
11-6-1-6-19
C17
1'=40'
PROJECT
ENGINEER: CLW
STATION UPGRADE AND
STA 188+00
TO 199+00
DESIGNED BY: JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
19 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

CT
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INSTALL 20 LF I
24 D
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ROBERTS & WELLONS INC
` — DB: 00561 PG: 0113
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1 •- ''F ;i• —• PIN: 169800-74-0765
-
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DB: 00561 PG: 0113 • •'• t �. •
PIN: 169800-74-0765 •; 1��
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.
. . .
. . . .
. . . .
. . . .
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EXIST . GRADE A
0NG
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . PROPOSED
WATER
LINE.
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
270
270
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
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. . . .
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. . . .
. . . .
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265
265
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i
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.
260
_ '
260
255
255
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
.
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
llo=40t
HOR.
250
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .1
=4'VER.
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
250
r7
N
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N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
199+00 199+50 200+00 200+50 201 +00
201 +50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50
207+00 207+50 208+00 208+50 209+00 209+50 210+00
r�
COI1Veyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
C18
1'=40'
PROJECT
ENGINEER: CLW
-
STATION UPGRADE AND
STA 199+00 TO 210+00
DESIGNED BY: JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
20 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

0
0
N
0
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,..
PERMANENT UTILITY
EASEMENT
NOW OR FORMERLY �''
`'_�'�•
LEE, JAMES WESLEY SR •F, NOW OR FORMERLY NOW OR FORMERLY
NOW OR FORMERLY I NOW OR FORMERLY
WATSON,
NOW OR FORMERLY
ROBERTS & WELLONS INC
LEE, JOSEPH IRA JR
DB: 00942, PG: 0621r
HOUSE OF PRAYER INC HEIL, RONALD SCOTT
DB: 02715, PG: 0275 DB: 04361, PG: 0261
JULIUS KIRK WATSON, ROSETTA
DB: 01477, PG: 0145 DB: 01749, PG: 0127
DB: 00561, PG: 0113
PIN: 169800-74-0765"
-
501 MARLOWE ROAD
PIN: 169802-65-6548
210 S SHARPE ST 10081 BUFFALO RD
PIN: 169802-76-4528 PIN: 169802-65-4816
I 10103 BUFFALO RD 10166 BUFFALO ROAD
PIN: 169802-65-3927 PIN: 169802-66-2037
i
I
O
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N N
CLEARING LIMITS, TYP.
�c ' i _ : '�
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INSTALL ATERLINE CENTERED
W "
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` PROPOSED 15 I
PERMANENT UTILITY �
++ w
N =
N N
Q W 24
~ W Pit
v� to 10+00 PUE
Z pit
OFF EOP (2)
,
24 45 BENDS
I
I
UNDER EXISTING 24 RCP W/
MIN. 24" VERT. SEPARATION
(SEE JCPU DETAIL No. 12) _ —o"r -
I EASEMENT p�E PUE
— - pUE - —o P —
(2) 24" 45' BENDS 2L0
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211 +00
PUE G
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NOW OR FORMERLY NOW OR FORMERLY
HILLIARD, WILLIAM M WATSON, DURON CORNELL
�*
NOW OR FORMERLY .�
' ` , + • .
• r, `�'� I r
•�
HILLIARD, DEBBIE J WATSON, CHARLOTTE M
ROBERTS & WELLONS INC
/
DB: 01457, PG: 0516 DB: 04267, PG: 0264
-
DB: 00561, PG: 0113
PIN_ 169800-74-0765
*"�� ; x
b I
10100 BUFFALO ROAD 10116 BUFFALO RD
PIN: 169802-98-1605 PIN: 169802-77-6393
t :.
�►- +.+L.►
/
a!` r `^Y :'r �, ++. IX
I
RAPHIC SCALE IN FEET
PLAN v
. �-
• ... -
i�
...
1 "=40' ,, -• - X
265
265
\ .
.
\ .
.
260
\ .
\
.
260
\
.
.
255
\
255
. . . .
.
. . .
. . . .
�. . .
.
. . . .
.
. . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
250
250
i
i
i
EXIST GRAD
ALONG
PROPOSED
WATER LINE
ice.
245
245
240
.
.
240
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
1 "=40' HOR.
235
.
1" = 4' VER.
.
235
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N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
210+00 210+50
211 +00 211 +50
212+00 212+50
213+00 213+50
214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50 218+00
218+50 219+00 219+50 220+00 220+50 221 +00
J
" Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND PROFILE
CJS PROJ. #:
DATE:
006-003
11-6-19
C19
SCALE:
1 = 40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 210+00 TO 221 +00
DESIGNED BY:
JGB
SEAL:
NC LICENSE
320 S. ACADEMY ST.
CARY, NC 27511
#P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
21 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

0,
0
N
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0
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NOW OR FORMERLY NOW OR FORMERLY
NOW OR
-�-•• ONEAL,
FORMERLYry
TERESA L
,
NOW OR FORMERLY
NOW OR FORMERLY
I
COATES, EUNICE GEORGIA SHERROD, JEANETTE B KING, QUEEN H
NOW OR FORMERLY ONEAL, DARYLE M SR
CHAPPELL, SARAH JEAN
DB: 00771, PG: 0656 DB: 01902, PG: 0325 DB: 01559, PG: 0634
LIGHTHOUSE CHRISTIAN FELLOWSHIP DB: 01949, PG: 0333
DB: 00620, PG: 0568
10139 BUFFALO RD 221 S BRAGG ST 10185 BUFFALO RD
DB: 02711, PG: 0141 10261 BUFFALO RD
10301 BUFFALO RD
PIN: 169802-66-1138 PIN: 169802-77-2335 PIN: 169802-77-2523
PIN: 169802-77-0763 PIN: 169802-67-8830
PIN: 169802-67-6803
f
ad
ry
INSTALL 20 LF 24 DI
PROPOSED 15'
;, INSTALL 20 LF 24" DI
WATER LINE CENTERED
PERMANENT UTILITY - WATER LINE CENTERED �1., v
EASEMENT fit+ UNDER EXISTING 30 RCP W/ _
MIN. 24" VERT. SEPARATION
Y
^_
UNDER EXISTING 18" RCP W/
MIN. 24" VERT. SEPARATION
(SEE JCPU DETAIL No. 12)
O
(SEE JCPU DETAIL No. 12)
•I z •..
y
I
�
O
0)
I
0~
ow
(2) 24"
[� m
_ — —
45' BENDS '� • I 12' OFF EOP, I o----OHP------oHP------OHP----�
~ TYP.
EX. ROAD SIGN
OH ----— I OHP — = — — —OHP
OHI
- — —°—�
+ Ld
N (_
Q W
Ld
� (n
•' — —OHP — — _ — -_ —OHP
-0HP — — —
- -- EX. ROAD SIGN, GDRA NO —IS OV08 •X3•'
PROPOSED 24" \
WATER MAIN E_X. ROAD SIGN
/O�e \ ' URVE ` '"
GRAVEL
DRIVE
EX. ROAD SIGN
�
GRA11VB
N (_
Q W
Ld
N N
Z
2�X
CON . EX. ROAD SIGN 226
�2
� 7 nn ��_ /*"` --I,, -
�/YY—
3
' --
CONC
I 222+0 223+00� -R/ -- 224+00
O
wF
J
--
DRN — — — -� �— 13' RCP. Ili RCP — —
18' RCP I I I
-- — — — — 11r! RCP I
— —
\
� I I
I I
J
u zo
�� \ \�
-� \ \\ BUFFALO
\�
��
ROAD (SR 1003) - 60' R/W I
III
��l I III
1--
=F
zo
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O
ILL
F" --W---
- 7&— —
--- ------YV----- —WL-- t-----W_----- F��-- _— =TI1S.R�15•R��
Z
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- 16' nla•-W------W--- —-----W--—/--W----.--W------;�;T
COIN , RA m �-
—W-------W-- —W-- — ., -,.�VE.X
GRA. 7EEj
DRIVE 18' RCP 15' RCP DRIVE
U
O
CON �/
RA L13' RCP �/�/��—OR
Sol GRA L
DRI RI DRIVE
VEI
s
'YICT CII?C 4.IYIlRAAIT
VANE •� DRIVE
1
-
1 _
z
> /
: ''f'
rri
NOW OR FORMERLY
NOW OR FORMERLY >!✓
CARTER, EULA W NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY ' NOW OR FORMERLY
NOW OR FORMERLY I, NOW OR FORMERLY I'
NOW OR FORMERLY HERNANDEZ, MARIA HERNANDEZ, MARIA
I
1��
NOW OR FORMERLY
CHAPPELL, CHARLES A
I r�
< NOW OR FORMERLY
m
CARTER, EULA W
WATSON, ROSETTA WATSON, ROSETTA PRICE, SHANA L I� DIXON, CURTIS LEE w RICHARDSON, SARAH LEE
RICHARDSON, SARAH DE LOS ANGELS DE LOS ANGELS I
CHAPPELL, YOLANDA W
I VEREEN, DEBORAH
DB: 01688, PG: 0725
10130 BUFFALO RD
DB: 00930, PG: 0466 DB: 00714, PG: 0637 DB: 01552, PG: 0993 DB: 00689, PG: 0161 DB: 00705, PG: 0588 a-
10166 BUFFALO RD 10166 BUFFALO ROAD 10180 BUFFALO RD I 10190 BUFFALO RD I 10202 BUFFALO RD I'.
DB: 00915, PG: 0734 „M DB: 02619, PG: 0539 DB: 02619, PG: 0539
10202 BUFFALO RD 10250 BUFFALO RD 10250 BUFFALO RD
DB- 03869, PG: 0298
840 PARKRIDGE DRIVE
DB: 04706, PG: 0126
I 120 KNIGHTSBRIDGE DR
PIN: 169802-77-6420
PIN: 169802-77-5458 PIN: 169802-77-4588 PIN: 169802-77-4656 PIN: 169802-77-4701 PIN: 169802-77-3757
T
PIN: 169802-77-3804 PIN: 169802-77-2906 PIN: 169802-78-1041
PIN: 169802-78-0097
PIN: 169802-68-9185
GRAPHIC
SCALE IN FEET
0
20 40 80
_ PLAN
-
i
1 "=40' i
265
265
260
_ _ _ _
260
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
EXIST GRADE
LONG.
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
.
PROPOSED
WATER
LINE
.
255
255
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . ...
. . . .
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
250
/ /
250
. . . .
. . . .
.
.
. . .
. . .
. . __`
. . . .
. . . .
��
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
245
245
240
. . . .
. . . .
.
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
240
.
.
. . . .
.
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
.
.
. . . .
1 "=40' HOR.
235
235
00
00
00
N
N
c0
to
O
rn
O
00
to
to
I�
0)
00
N
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LO
6
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00
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O
c0
O
c0
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c0
N
c0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
221 +00 221 +50
222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00
229+50 230+00
230+50 231 +00 231 +50 232+00
BUFFALO WATER DISTRICT
PROD. #:
06-003
01-6-19
Conveyance, PLLC
BUFFALO
ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE:
DATE:
11-6-19
C20
1'=40'
PROJECT
ENGINEER:
CLW
STATION UPGRADE AND
STA 221 +00
TO 232+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
C
CARP, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY:
JGB
SHEET NUMBER
22 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY:
JAR

0,
0i
N
u
N
u
w�
O
O
m
m
O
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0
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0
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Cn
Ci
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0
N
m
m
0
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0
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liki
NOW OR FORMERLY
NOW OR FORMERLY NOW OR FORMERLY e° NOW OR FORMERLY
1.
w
WATSON, RODERICK SR
WATSON,
RODERICK SR WATSON, RODERICK SR CLEMENTINE
W COOLEY TRUST
q 1
NOW OR FORMERLY
LONG, VANESSA WATSON
LONG,
VANESSA WATSON eo LONG, VANESSA WATSON
SIMS, THERESA TRUSTEE
CARDOSO, FRANCISCO
DB: 04003, PG: 0315
DB:
04003, PG: 0315 DB: 04003, PG: 0315
DB: 04003, PG: 0315
DB: 04214, PG:
0829
`-
3911 13TH ST NW
3911 13TH ST NW - 3911 13TH ST NW
311 WILLOWGHBY BLVD
,
930 SOUTHWICK
AVE
PIN: 169802-57-9816
I PIN:
169802-68-4565 PIN: 169802-57-9816
PIN: 169802-68-1618
I \
.-PIN: 169802-69-1093
PROPOSED ARV ASSEMBLY
00
•
-
24' OFF EOP
15'
PROPOSED 24" STA 238+12 eo
WATER MAIN I I
L
z
;�
PROPOSED
PERMANENT UTILITY
eo
(2) 24" 45'
a)
12' OFF EOP EASEMENT
BENDS
PUE UE
PUE GRA L
t�UE PUE DRi
238+00
n
�
a.► �'�
PUE
n PUE
24 45 BENDS Q
(2) 236+D OHP
— 237+00—OHP
— —oHP — — — —
_ —
- — / —OHP — _ _
39+00 —olr��
�
-OH
er
O
O
V-
_ � �• .
I
- —OHP — — — — — —OHP =, — OHP — —
��—_
O — — _
I Z
EX. ROAD SI
� f-
+ W Ld
I_
-OHP -OHP —
—OHP
— — r 1!i RCP / _ \ �� _
\
'--r1H0 ...� =
GN
�' W
to x
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�—
/ I I \ \ 1 \0%
_1�
4 +00'>
v�
1- W
-"O�
— y
— ��
/ / \
BUFFALO ROAD ( SR 1003 1 \
1
°
- ._
�� \
Q W
DRIVE
— —
\
�e I \ \
_
X
\
y
W
N N
p°
�—
\\
--/�w------w—I-- \'r--w---—w---+.�s'RCP.r-�—
I
\
\\
— 1 z
J�
\\
R�W -----w----�,,�ROP-
y��\-----_—W----- E .
I -R/W- \ A
—
i3'_`w-4,
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~ ZQ—w�
Q
\
_
13. RCP ,�l —w— —
/�
_ --
— u w— o C7!!• RCP
— — — —W� — 1S' RCP y ��t ��..
' ��w� —�
• ' .`
tom`
DRIVE - ° \ \ r� CONC. _
\ \ DRIVE
- ■ Z
I
BRA L
RIVE�_�
—w— \
\
13' �
= Z
~ O
U
fO
—
--R�w - SOIL J
—R�w— CONC. DRIVE t` /A•,��.
DRIVE
�� ` i o
a 1. f,
-�'-
(A I
� v
W�
_ ¢ U
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�/
A L
r f
�► . r
w , !
+V' - - - : �_
=woo -4r#
I Q'D 1
!�
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a.
�r O
DRIVE
® � - S-' ,+ L � �
'
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-_`
��y►w
�
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•
•�
` o.r
—
HH
t�
�� ..
z
� 1
-40k
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
I
°� v
VEREEN, DEBORAH POTTS
THORPE, GAIL CHAPPELL
MOORE, PAMELA CHAPPELL ROCHA, JUAN MARTINEZ I I
MOORE, SAMUEL C I MENDO, MACRINA JIMENEZ ro 0.1 fit,' '
NOW OR FORMERLY MOORE, PAMELA CHAPPELL NOW OR FORMERLY
TAYLOR, AMY THORPE, GAIL CHAPPELL RED HILL CHAPEL CHRISTIAN
I I
1
NOW OR FORMERLY
CHAPPELL, SAMUEL JR
DB: 05032, PG: 0389 DB: 02269, PG: 0493
10302 BUFFALO RD 10322 BUFFALO RD
PIN: 169802-68-9212 PIN: 169802-68-8361
,-' r0 DB: 04992, PG: 0538 I I
I 10348 BUFFALO RD xj
PIN: 169802-68-8541
'
DB: 01273, PG: 0833
806 ALABAMA AVE SE.
PIN: 169802-78-0626 +
r DB: 03805, PG: 0384 CHURCH
I 10322 BUFFALO RD „ DB: 0ON10, PG: 0110
PIN: 169802-68-5678 - PIN: 169802-68-4876
DB: 00890, PG: 0579
10446 BUFFALO RD
PIN: 169802-68-3989
_ _.�.
_....
.�
-------- .� ., � ;� � ,,�
�
i
GRAPHIC SCALE IN FEET
•
-
PLAN-
�. �j -"
C
`'�'�
• -� '
1: 40—XREF '
'd+�
�
290
290
285
.
.
.
--
-_--. �
.�.
--.—
.
.
.
285
i
i
.
le
.
.
. . .
. . . .
. . . .
. . .
.
. . . .
. . . .
.EXIST GRAD
ALONG
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
.
. . .
.
. . .
. . . .
. . . .
. . .
.
. . . .
. . . .
PROPOSED WATER
LINE
. . . .
�
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
.
. . .
280
280
100,
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.i. . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
.
.
. . .
. . .
.
.
. . .
. . .
i
.
. . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .�
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
.
. . .
275
/
275
i
.
.i
.
.
i
.01
.
270
270
i
i
i
265
.
.
. . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
.
. . .
.
265
PROFILE
.
1:40—XREF HOR.
.
.
1" = 4' . VER.
.
260
260
M
00
00
N
00
00
O
cD
M
cD
I�
M
O
In
O
O
N
c0
I' l
w
I.7
c0
In
c0
00
c0
O
M
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00
In
00
In
00
In
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4
00
r7
00
00
0;
r-
00
r
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r-
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
232+00
232+50 233+00 233+50
234+00 234+50 235+00 235+50 236+00 236+50 237+00
237+50 238+00 238+50 239+00 239+50 240+00 240+50 241 +00
241 +50 242+00
242+50
243+00
CJS PROJ. #: 006-003
r�
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE: 11-6-19
C21
SCALE: 1 �� = 40'
EPROJECT NGINEER: CLW
-
STATION UPGRADE AND
STA 232+00
TO 243+00
DESIGNED BY: JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
23 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

CT
Li
N
0
N
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NOW OR FORMERLY
JARVI, STEVEN S
JARVI, ROBIN F
DB: 04460, PG: 0295
926 SOUTHWICK AVE
`
PIN: 169802-59-9098 lit-
.. 4p`._ , 1 r Q)
• i�
NOW OR FORMERLY
CARDOSO, FRANCISCO
yC
.0
'� NOW OR FORMERLY
NOW OR FORMERLY / 12 OFF EOP, BOONE, VERNON L
CLARK, PATTY W TYP. BOONE, ALICE P
�' NOW OR FORMERLY
DERISCAVAGE, DANIEL D
DERISCAVAGE, BARBARA D
DB: 04214, PG: 0829
n
DB: 01912, PG: 0941 DB: 03191, PG: 0869 .�
DB:
04171, PG: 0074
930 SOUTHWICK AVE
PIN: 169802-69-1093
'
710 CHRISTINE AVE „ 101 SOUTHWICK AVE PROPOSED ARV ASSEMBLY
PIN: 169802-69-0344 PROPOSED 24 PIN: 169802-59-9556 STA 249+17�
328
PIN: 169802-59-8954
BRAGG CT
WATER MAIN
ASIGN
d00"
EX. ROAD
� * � �
_
249+00 250+00
EX. STOP SIGN
EX. RAIL
EX
J /-EX. ROAD SIGN
- g+00 1
+ O O
EX. 3-RAII
PLASTIC FENCE
`W:
U
PLASTIC FENCE
� � _ TV — — — — — J
-- EX. ROAD SIGN
I
-R/W_
NW
4 _
EX. STOP SIGN
� 24 +
ROAD (SR 1003)
I
M
N cn
p
BUFFALO
0
N�
N N 43+00
\ 1
3
gs W
o
I
— --__—-----w------w------f.-!------w------w-----
-
—
60' R/W
v�
i z
Z_Q
——w—
——
---0HP—
Z�
JZ<
— --- _
—w�—-- p— —oHP --
16
IMF-
—w—
I
I JZ
U
w—
w— — — pL 11
-�e
— — — w—
\ Ir �
I
QO
— - —
—
QA1E VALVE
I
-
— —
—oHP
RCp
Q
w—�
INSTALL 20 LF 24" DI I ►�
`
—
-
—oHP
1
0
V'
—oH—
—oHP -- —
-
r "
WATER LINE CENTERED '
•
— — — — —
—oHP —
— — — —oHP —
EXIST FIRE HYDRANT
UNDER EXISTING 24" RCP W/ � I
I
—
DHP
HI
CON .
MIN. 24" VERT. SEPARATION Z
(SEE JCPU DETAIL No. 12) �
\
-n
NOW
CHA PEOLL, MICHAELYA.
NOW
FER ONE,, ORFORMERLY
MMIC AEL
NOW OR FORMERLY I M �STIPHERW OR �F ELIXLY
M NOW OR FORMERLY
NOW OR FORMERLY
NOW
C X,OBRANDONFORMERLY
M
CHAPPELL, YVETTE D.
FERRONE, BRIDGET TRUELOVE
JOHNSON, KENNETH LASSITER MUSTIPHER, DORA F BATTLES, DIANE P D
BLOW, TEGRA
I COX, DEE B
DB: 05004, PG: 0864
10434B BUFFALO RD \
PIN: 169802-69-4220 \
DB: 04685, PG: 0523
112 MOULTRIE CT
PIN: 169802-69-2297
DB: 03586, PG: 0569 DB: 01958, PG: 0920 DB: 05194, PG: 0036 0
108 MOULTRIE CT 104 MOULTRIE CT 100 NORTHFORT DR
PIN: 169802-69-2359 PIN: 169802-69-1590 PIN: 169802-69-1654
PLAN
DB: 04605, PG: 0014
104 NORTHFORT DR
PIN: 169802-69-0875
DB: 04459, PG: 0751
10524 BUFFALO RD
I PIN: 169900-60-1018
tl
GRAPHIC SCALE IN FEET
0 20 40 80
eo
I
"1�40'
290
290
285
.
.
.
.
285
. . . .
. . . .
. . . .
.
. . .
. . . .
. .
. .
. . . .
. . . .
. . . .
EXIST GRAD
ALONG
— — —
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . .
.
. . .
.
PROPOSED WATER
LINE
�'
280
280
275
275
270
.
.
.
.
270
265
.
.
.
.
.
.
265
. . . .
. . . .
. . . .
.
. . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
.PROFILE.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . .
.
. . .
.
.
1."=40' HOR..
.
.
1" = 4' VER.
.
260
260
O
I.C)
00
to
O
d)
d)
d)
to
00
r`
r`
O
N
O
O
00
O
6
I�
In
4
vi
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�
4
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00
r-
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00
N
00
M
00
M
00
M
00
N
00
N
00
O
00
O
I�
lC)
M
r-
N
r-
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
243+00 243+50 244+00 244+50
245+00 245+50
246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50 250+00 250+50 251 +00 251 +50 252+00
252+50 253+00
253+50
254+00
Conveyance, PLLC
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
CJS PROJ.
DATE:
#: 006-003
11-6-19
C22
1'=40'
PROJECT
ENGINEER: CLW
STATION UPGRADE AND
STA 243+00
TO 254+00
DESIGNED
BY: JGB
SEAL:
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
24 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

CT
Ln
N
u
N
u
w�
O
m
Z
0
z
Q
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I
414
`
�-
NOW OR FORMERLY
NOW OR FORMERLY
_ � NOW OR FORMERLY
NOW OR FORMERLY � .� r.
NOW OR FORMERLY
DERISCAVAGE, DANIEL D
HARMON, REVELLA B
_
REED, SLOCUM SUSAN
JAMES, FRANCIS S �''�
NOW OR FORMERLY
FLOWERS, REBECCA D
IDERISCAVAGE, BARBARA D
04171E PG: 0074
� SINGLETARY, CLINTON
DB: 02157E PG: 0837
SLOCUM, EUGENED
DB: 01879, PG: 0641
JAMES, MELISSA S a,
DB: 01876, PG: 0473 1
LOVELACE, ANGIE LEE
DB: 04141E PG: 0247
BULLOCK,
, PG H JR
DB: 02300PG: 0001
328 BRAGG CT
126 SOUTHWICK AVENUE
150 SOUTHWICK AVENUE
176 SOUTHWICK AVE '.�
CONSTITUTION LN
10865 BUFFALOE RD
PIN: 169802-59-8954
PIN: 169900-50-6070
IN: 169900-50-5187
PIN: 169900-50-4371 � , .�- . �
PIN: 169900-50-3560
PIN:
� PIN: 169900-40-6899
� =
� �
�
PROPOSED 15'
{ - L •
PERMANENTEA + w
+
t T ,
EMENT
10
_ _
EX. FENCE C
24' OFF EOP N N
0 i v�'i
_ '.
•.'po•
s (2) 24" 45°
Q w
BENDS P 0 N
r Z
+ EX. 3-RAIL
PLASTIC FENCE
..�
` •'
264+0 z
O
Z Q
JZ
255+00� /
_,
PROPOSED 24
WATER MAIN
' w i=
y STEEP EMBANKMENT Z Q
12' OFF EOP , ` , -R/M►� EX. ROAD SIGN J z
—
_
v F-
_
2
_
-a/w-
2b3+00
-
262+00
257+00
261 +00
o
�— _ `� --1 I ___
'�'
—
_ 258+00
�� 260+00 � �—
259+00 � —
o
_ _
—�"'
_
—
;-�---
I —_
— _ —
_ _ — GRAVE
GAZE VAL'
DRIVE
DON _ONI'
—
���
BUFFALO ROAD
15-A
—W�
- i �!l ` EX. ROAD SIGN
_
—N'_
A -R
CON
DRI
_ _ — _%��
— _
�r'��i��—
— — — � It
_fi1L ��� — — — —W— CONC. _
w--_---W _-----W------W— -R�� — DRIVE OH' ty
� � _
•i
�I— �- -•-
'.-OHP
— —OHP OF
OHP
INSTALL 20 LF 24" DI
WATER LINE CENTERED UNDER
EXISTING UNK. PIPE W/ MIN.
^ _
r`
" -
.
,�
�► 24" VERT. SEPARATION
'
NOW OR FORMERLY
NOW OR FORMERLY
CAMP, CHARLES CALVIN
a (SEE JCPU DETAIL No. 12)
'�' _ • y
NOW OR FORMERLY
NOW OR FORMERLY
REBECCA D
RNOWO
ROGER C III
CAMP, JANIRLES J
STONE, L r
FLOWERS,
DB: 02526, PG: 0891
DB: 03626, PG: 0452
, PG:
+ DB: 04627E PG: 0363
•-,, r<
DB: 01789E PG: 0784
-
BUFFALO
10540 BUFFALO ROAD
RD
10556 BUFFALO RD
10570 BUFFALO RD
.-� .-ti^
4880 NC 42 EAST
GR
PHIC SCALE
IN FEET
PIN:
-
PIN: 169BUFFAL
PIN: 169900-50-7931
PLAN
y
PIN: 169900-51-6211
0
20 40 80
1 "=40' � •
1,, r``
y
285
285
280
.
.
.
.
.
.
1
280
275
.
.
.
.
275
\.
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
. . . .
. . . .
. . . .
270
270
EXIST
GRADE ALONG
. . . .
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
. .
. .
PROPOSED
WATER LINE
. . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
. . . .
. . . .
. . . .
265
265
260
.
.
.
.
.
.
260
.
.
. . . .
. . . .
. . . .
. . .
.
. . . .
. .
. .
. . . .
. . . .
. . . .
. .
. .
PROFILE
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
.
. . .
. . . .
. . . .
.
.
. . . .
1 "=40' HOR.
255
1" = 4' VER.
255
I�
r`
co
rn
00
n
co
n
n
O
00
n
N
co
00
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00
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CO
00
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O
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cfl
O
I-
r-
N
r-
4
r-
(6
r-
O
r-
00
r-
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
254+00 254+50 255+00 255+50
256+00 256+50
257+00 257+50 258+00 258+50
259+00 259+50 260+00 260+50 261 +00 261 +50 262+00 262+50 263+00
263+50 264+00 264+50 265+00
CJS PROJ. #: 006-003
J
BUFFALO WATER DISTRICT
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE: 11-6-19
C23
SCALE: 1 �� = 40'
EPROJECT NGINEER: CLW
STATION UPGRADE AND
STA 254+00
TO 265+00
DESIGNED BY: JGB
320 S. ACADEMY ST.
CARY, NC 27511
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
No.
REVISIONS
DATE
BY
SEAL:
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
CHECKED BY:
JAR
25 OF 28

CT
Ln
N
u
N
u
w�
L�
O
m
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0
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cn
0
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#+
NOW OR FORMERLY
OL
FLOWERS, REBECCA D
NOW OR FORMERLY
BULLOCK, JOHN H JR
DB: 02300, PG: 0001
'_•' fIf f
w r[ •
�� 01
FLOWERS, REBECCA
DB: 01461, PG:
D
0711
10865 BUFFALOE RD
i' • �►, • . 1j
�.
4880 N C 42
EAST
PIN: 169900-40-6899 ♦
4 ; .Ad "
T
PIN: 169900-41-2461
' � � � Ems.. ' • OJ ' s• •
ra •
► r .. •�
40
�. .
PROPOSED 15'
'
'"` f' . t i,�♦r.�".
1p ' ;
` •
. r
PERMANENT UTILITY
24' OFF EOP
'
o
CD12
EASEMENT
��
(2) 24 45 BENDS
PROPOSED 24" '� .
OFF EOP WATER MAIN
_
CLEARING LIMITS, TYP. `r
a =ti•
. - �► .�
�.� � .- �+*i�4 �'
rn
EX. FENCE
,
4'
+ W
EX. FENCE
♦ , 14 •
�r
• .1 • :
r
+ LJJ
Lr7 W
N�
r
N N
Q W
v~i cn
E
65+00 266+00
267+00
1
1
268+00 coNc
rvE
________ T� ��
�e/R- -�/"-
�/w— �/w—
274+00 275+00
N N
zo
00
70+00 271 +00 272+00
273+00
I z
o
zZQ
<
STEEP EMBANKMENT
- -
- - \ -
- — —
- - - - - - -
- - -
- - -
- -
Z F-
— - — —
f—
—
J�
z
z
BUFFALO ROAD (SR 1003)
60' R/W
Z
Qo
- - - -
ac>
�c�
r------w------w------w-----
—w------w—
FH
----w---------w------w------w------w------W------w------w---
—
-R/w- �t/w- �/w- �t/w-
--w------w----- — — —
�/w-
---w—--w------w-- --
-----w--
�t/w- �t/w-
�t/W-
�/w-
�/w- �/w- /w-
-R/w-
Ir
• I
HP—----OHP------OHP--
wrrt
---OHP------OHP
— — — — — — OHP —
— — — — — OHP -
— —OHP—— ---OHP------OHP--
I
————OHP———---OHP—----
•
—OHP — -- OHP————— �OHP——
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
FLOWERS, REBECCA D
�°
FLOWERS, REBECCA D
M FLOWERS, REBECCA D
DB: 01789, PG: 0784
DB: 01789, PG: 0784
DB: 01789, PG: 0784
4880 NC 42 EAST
4880 NC 42 EAST
4880 NC 42 EAST
PIN: 169900-51-6211`
PIN: 169900-72-0608
PIN: 169900-63-3237
GRAPHIC SCALE
IN FEET
' ~
}
0 20
40 80
Jill
PLAN
1 "=40'
290
290
285
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
. . .
. . .
.
.
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
.
.
. . .
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
285
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . EXISTGRADE
ALONG
.
. .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. .
. .
. . . .
. . . .
.
. . . .
PROPO
ED WATER LINE
280
— — —
.
. . .
. . . .
. . . .
. .
. .
280
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
275
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . .
.
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
.
. . .
. . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
275
270
. . . .
.
.
.
. . . .
. . . .
. . . .
. . . .
. . .
.
. . . .
. . . .
. . . .
. .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
. .
. .
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.
.
.
270
265
.
.
.
.
.
.
265
. . . .
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.
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. . . .
.PROFILE.
. . . .
. . . .
. . . .
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.
.
.
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. . . .
. . . .
. . . .
. . . .
. . . .
1"=40' HOR.
260
1" = 4' VER:
260
CA
00
I-
CA
n
n
N
n
O
In
Lo
CA
r-
O
Co
N
Co
n
o0
I-
6
r-
O
00
6
00
O
00
O
00
O
00
O
00
O
00
O
00
rn
r-
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r-
6
r-
rn
r-
6
r-
O
00
O
00
O
00
O
00
rn
r-
6
r-
rn
r-
O
00
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
265+00 265+50 266+00 266+50 267+00 267+50
268+00 268+50 269+00 269+50
270+00 270+50 271 +00 271 +50 272+00 272+50
273+00 273+50 274+00
274+50 275+00 275+50 276+00
BUFFALO WATER DISTRICT
PROD. #:
06-003
01-6-19
Conveyance, PLLC
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE:
DATE:
11-6-19
C24
1'=40'
PROJECT
ENGINEER: CLW
STATION UPGRADE AND
STA 265+00
TO 276+00
DESIGNED BY:
JGB
SEAL:
320 S. ACADEMY ST.
C
CARP, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
26 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

0
Ln
N
u
N
u
w�
J
O
m
O
0
z
Q
z
Q
m
/
(D
u,
ci
ci
0
m
ci
0
ci
0
cn
E
cn
ci
ci
0
N
m
0
m
0
a
m
0
N
u
0
O
0
u
O
n
0
0
0
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0
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0
0
0
0
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0
m
r9
0
N
0
N
T
0
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, r��mm"
NOW OR FORMERLY
NOW OR FORMERLY
FLOWERS, REBECCA D
FLOWERS, REBECCA D
=
DB: 01461, PG: 0711
DB: 01247, PG: 0634
4880 N C 42 EAST
4880 N C 42 EAST
PIN: 169900-41-2461
-
PIN: 169900-42-2016
V
_
12' OFF EOP
PROPOSED 24
EX. FENCE
WATER MAIN
I �1
n
LJ EX. ROAD SIGN
—
GRA
RIVE
/�
LaVrtO�
L81+00 282+0� --RA— � — — — — — 30n
p i�
O
/w—
00
279+00
��_ _
283+00 -
278+cp
284+00
...
+
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_
—ie/'N—
277+0
—
_
_ui
_
ri
p
285+00
_
3nn—_
'R/*"EX. ROAD
� _
N
w
—
;=0
BUFFALO ROAD (SR 1003)
SIGN
286+00— 3on— — — — — — on—
w
N N 76
+00
_
Now
,
to to
o—
� 0
ZQ
—w------W------w=-----iiv----
-- �� ��
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_
/ �� —RAW—
Q U
DRIVE
¢
— — —
UO
i
NOW OR FORMERLY
y
NOW OR FORMERLY
FLOWERS, REBECCA D
DB: 01789, PG: 0784
FLOWERS, REBECCA D
DB: 01789, PG: 0784
4880 NC 42 EAST
i=
4880 NC 42 EAST
PIN: 169900-63-3237
PIN: 169900-43-7146
-
_
GRAPHIC SCALE
IN FEET
0 20
40 80
--
PLAN
1: 40—XREF
295
295
290
290
. . . .
. .
. .
. . .
.
. .
. .
. .
. .
. .
. .
. . . .
.
. . .
. . . .
.
. .EXIST
GRADE ALONG
. . . .
. . . .
. . .
. . . .
.
. . .
. . .
.
. . . .
.
. . .
. . . .
. .
. .
. . .
.
285
PROPOSED
WATER LINE
285
280
280
275
. . . .
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.
.
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. .
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. .
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. . .
.
.
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.
.
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.
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.
.
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.
.
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.
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.
.
275
270
. . . .
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.
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.
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.
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.
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.
.
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.
.
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.
.
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.
.
.
270
.
.
. . . .
. .
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.
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. .
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. . . .
.
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. . . .
.
. . .
.PROFILE.
. . . .
. . . .
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.
. . . .
.
. . .
. . . .
. .
. .
. . .
.
.
.
1:40—XREF HOR.
.
1" = 4' VER.
.
265
265
r7
r7
0
0
0
0
M
0
0
N
0)
00
O
O
I-
0
r7
0)
0
00
00
N
00
N
00
N
00
N
00
00
M
00
�
00
00
00
00
00
If)
00
c0
00
0
00
00
00
00
0)
00
0)
00
0
0
0
0
0
0)
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
276+00 276+50
277+00
277+50
278+00
278+50
279+00 279+50
280+00 280+50
281 +00 281 +50 282+00 282+50 283+00 283+50
284+00
284+50 285+00
285+50 286+00
286+50
287+00
�J
BUFFALO WATER DISTRICT
PROD. #:
06-003
01-6-19
�
Conveyance, P«C
BUFFALO ROAD BOOSTER PUMP
PLAN AND
PROFILE
DATE:
DATE:
11-6-19
C25
SCALE: 1 �� = 40'
EPROJECT NGINEER: CLW
-
STATION UPGRADE AND
STA 276+00
TO 287+00
DESIGNED BY: JGB
SEAL:
NC LICENSE #P-1611
320 S. ACADEMY ST.
CARY, NC 27511
WWW.CJSCONVEYANCE.COM
TRANSMISSION MAIN
DRAWN BY: JGB
SHEET NUMBER
27 OF 28
No.
REVISIONS
DATE
BY
CHECKED BY: JAR

No
REVISIONS
DATE BY I SEAL:
—UGE — — — — — —UGE —
PROPOSED
WATER MAID
o
rn�
+w
cfl w
N (_
Fa-W ---- n-------
N N 87+00 28"d0 289+00 zyutuu
Zoo \
_a
J �
Z
o BUFFALO ROAD (SR 1003)
12 v — — — - 1r.�.rr �•-• -
ir
O --- r-s�-3on----_--w------W—
LL
or
AL 16
� � I
w �
PLAN •��� , ;�
a . 1: 40—XREF
305 305
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
300 300
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
295 295
EXIST GRADE ALONG
. . . . . . . . PROPOSED WAT R LINE . . . . . . . . . . . . . .
----- — . . . . . . . . . . . . . . . . . . . .
_ — . . . . . . . . . . . . . . . .
290 290
. . . . . . . . . . . . . . . . . . . . . . ._ , . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
285 285
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
280 280
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . PROFILE. . . . . . . . . . . . . . . . .
1:40—XREF HOR.
. 1" = 4' VER. .
275 275
rn o0 0 Oo rn
o N (3) 00
0) cy) 0) 0) 0) 00 00
N N N N N N N
287+00 287+50 288+00 288+50 289+00 289+50 290+00 290+50 291 +00
� � J
Conveyance,PLLC
320 S. ACADEMY ST.
CARY, NC 27511
NC LICENSE #P-1611 WWW.CJSCONVEYANCE.COM
BUFFALO WATER DISTRICT
BUFFALO ROAD BOOSTER PUMP
STATION UPGRADE AND
TRANSMISSION MAIN
_4 s
r
r40
0 0)
to
PLAN AND PROFILE
STA 287+00 TO 290+40
.
11
GRAPHIC SCALE IN FEET
0 20 40 80
CJS PROJ. #: 006-003
DATE: 11-6-19
SCALE: 1 "= 40'
PROJECT CLW C26
ENGINEER:
DESIGNED BY: JGB
DRAWN BY: JGB SHEET NUMBER
CHECKED BY: JAR 28 OF 28