20100693 Ver 1_Site Plan_20101004 (2)

HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES
SOUTH CENTRAL WASTEWATER
CONTRACT 3: PHASE 1 C-1
CONTRACT 4: PHASE 1 C-2
Harnett County, North Carolina
TABLE OF CONTENTS
1)
2)
2A)
3)
3A)
3B)
3C)
3D)
3E)
3F)
3G)
4)
5)
6)
7)
8)
9)
10)
11)
12)
13)
14)
15)
16)
17)
18)
19)
20)
21)
22)
23)
24)
TYPICAL SANITARY SEWER INSTALLATION
PHASE 1 C-1 INDEX SHEET #1
PHASE 1 C1 INDEX SHEET #2
BETHEL BAPTIST RD (P.S. #1) HAYES RD (P.S. #2) SITE PLANS
PUMP STATION #1 ELECTRICAL DETAILS
PUMP STATION #2 ELECTRICAL DETAILS
PUMP STATION #1 DETAILS
PUMP STATION #2 DETAILS
LAKEVIEW PUMP STATION SITE PLAN
LAKEVIEW PUMP STATION ELECTRICAL
LAKEVIEW PUMP STATION DETAILS
HIGHWAY 210 PLAN & PROFILE STA 0+00 -14+00
HIGHWAY 210 PLAN & PROFILE STA 14+00 -17+85
MEADOW STREET PLAN & PROFILE STA 0+00 - 8+78
SANDCLAY ROAD PLAN & PROFILE STA 0+00.14+00
RAY ROAD PLAN & PROFILE STA 0+00 -14+00
RAY ROAD PLAN & PROFILE STA 14+00 - 28+00
RAY ROAD PLAN & PROFILE STA 28+00 - 37+39
LAKEVIEW DRIVE OUTFALL PLAN & PROFILE STA 0+00.14+00
LAKEVIEW DRIVE OUTFALL PLAN & PROFILE STA 14+00 - 28+00
LAKEVIEW DRIVE OUTFALL PLAN & PROFILE STA 28+00 - 35+36
CREEKSVILLE CHURCH ROAD PLAN & PROFILE STA 0+00 - 4+59
RALEIGH DRIVE OUTFALL PLAN & PROFILE STA 0+00 - 3+83
CAPITAL DRIVE PLAN & PROFILE STA 0+00 -14+00
CAPITAL DRIVE PLAN & PROFILE STA 14+00 -15+09
RALEIGH AVENUE PLAN & PROFILE STA 0+00 - 9+87
LOU'S CHAPEL PLAN & PROFILE STA 0+00 -14+00
LOU'S CHAPEL PLAN & PROFILE STA 14+00 -18+51
OAKS DRIVE PLAN & PROFILE STA 0+00.8+61
JAYLIN BOULEVARD PLAN & PROFILE STA 0+00 -13+46
HIGHWAY 210 PLAN & PROFILE STA 0+00.14+00
HIGHWAY 210 PLAN & PROFILE STA 14+00 - 28+00
HIGHWAY 210 PLAN & PROFILE STA 28+00 - 31+30
RAMBEAUT ROAD PLAN & PROFILE STA 0+00.8+27
FOR CONTRACT 3 INFORMATION ONLY
PH. 18-1
14) PUMP STATION #1 ACCESS ROAD
17-18)PUMP STATION #2 ACCESS ROAD
24A) PHASE 1 C-2 INDEX SHEET
25) APPALOOSA DRIVE PLAN & PROFILE STA 0+00 - 7+82
26) MORGAN COURT PLAN & PROFILE STA 0+00.14+00
27) MORGAN COURT PLAN & PROFILE STA 14+00.28+00
28) MORGAN COURT PLAN & PROFILE STA 28+00.31+48
29) MORGAN COURT OUTFALL PLAN & PROFILE STA 0+00 - 8+11
QUARTER COURT PLAN & PROFILE STA 0+00 -1+70
30) DELETED
31) APPALOOSA DRIVE PLAN & PROFILE STA 0+00 -12+88
32) STIRRUP COURT PLAN & PROFILE STA0+00- 4+98
33) CIMARON DRIVE PLAN & PROFILE STA 0+00-6+12
CIMARON DRIVE PLAN & PROFILE STA 0+00-4+14
SADDLETEE DRIVE PLAN & PROFILE STA 0+00 -1+17
34) RAYNOR ROAD PLAN & PROFILE STA 0+00 -14+00
35) RAYNOR ROAD PLAN & PROFILE STA 14+00 - 28+67
36) HIGHWAY 210 PLAN & PROFILE STA 0+00 - 5+32
37) RAMBEAUT ROAD PLAN & PROFILE STA 0+00 -11+49
38) CREST CIRCLE PLAN & PROFILE STA 0+00.6+54
CREST CIRCLE PLAN & PROFILE STA 0+00-4+63
39) CREST CIRCLE PLAN & PROFILE STA0+00-1+62
CREST CIRCLE PLAN & PROFILE STA 0+00 -1+82
JOINT ROAD PLAN & PROFILE STA 0+00 - 3+11
40) RIDGE ROAD PLAN & PROFILE STA0+00.4+38
41) BETHEL BAPTIST ROAD PLAN & PROFILE STA 0+00 -14+00
42) BETHEL BAPTIST ROAD PLAN & PROFILE STA 14+00 - 28+00
43) BETHEL BAPTIST ROAD PLAN & PROFILE STA 28+00 - 34+45
PEACEFUL LANE PLAN & PROFILE STA 0+00.7+43
44) SHERRY LANE PLAN & PROFILE STA 0+00-11+80
45) DELETED
46) TIFFANY CIRCLE PLAN & PROFILE STA 0+00 - 8+61
TIFFANY CIRCLE PLAN & PROFILE STA 0+00 - 3+14
47) SAUNDERS COURT PLAN & PROFILE STA 0+00.11+82
48) COYT CIRCLE PLAN & PROFILE STA 0+00 -1+72
ELIZABETH STREET PLAN & PROFILE STA 0+00 - 3+44
49) SANITARY SEWER DETAILS
50) EROSION CONTROL DETAILS
AUGUST 2009
*e MARZIANO & MCGOUGAN, P.A.
consulting engineers
P.O. Box 4428 • ASHEBORO, NORTH CAROLINA 27204
Phone: 336,6293931 Fax: [phone]
SEAL` JOB NO. 27010
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FINAL DRAWINGS
NOT FOR CONSTRUCTION
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ff// 50 I (z> ALL WORK ALONG ROAD SHOULDERS IS
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--------- --------------
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LENGTH AND DIAMETER OF CASING AND
LENGTH AND DIAMETER AND TYPE OF
rc PIPE PLACED IN CASING IS SHOWN
ON INDIVIDUAL PLAN SHEETS
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I U I
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ABBREVIATIONS
ABC AGGREGATE BASE COURSE ED FLOOR DRAIN
AL ACTIVE LEAF F FAN
ALUM ALUMINUM FIN FINISH
& AND FIN OR FINSH GRADE
APPROX APPROXIMATE FL FLOOR
ASSY ASSEMBLY FLG FLANGE
® AT FB FLAT BAR
L ANGLE
GA GAGE
BEV BUTTERFLY VALVE GALV GALVANIZED
BLDG BUILDING GPM GALLONS PER MINUTE
8KR BREAKER GV GATE VALVE
8M BENCH MARK
BV BALL VALVE
IWAC HEATING, VENTILATION
& AIR CONDITIONING
OEM CUBIC FEET PER MINUTE
CHEM CHEMICAL
CL SP CAST IRON SOIL PIPE
CL2 CHLORINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
CONST CONSTRUCTION
CTR CENTER
CB CATCH BASIN
ID INSIDE DIAMETER
N NCHES
INSUL INSULATION
NV INVERT
JT JOINT
D DOOR
DET DETAIL
DIA DIAMETER
DM DMENSION
I
DISCH D
SCHARGE
DO DOOR OPENING
DWC DRAWING
OWL DOWELS
DIP DUCTILE IRON PIPE
DO DIVERSION DITCH
E EAST
EA EXHAUST AIR/EACH
EF EXHAUST FAN/EACH FACE
EL ELEVATION
EQUIP EQUIPMENT
EW EACH WAY
EWEF EACH WAY, EACH FACE
EXIST EXISTING
EXP. Jr. EXPANSION JOINT
EXT EXTERIOR
LF LINEAR FOOT
LG LONG
MAT MATERIAL
MAX MAXIMUM
MC MECHANICAL COUPLING
MCC MOTOR CONTROL CENTER
MECH MECHANICAL
MFG MANUFACTURER
MG MILLION GALLONS
MGD MILLION GALLONS PER DAY
MH MANHOLE
MIN MINUTE/MINIMUM
MJ MECHANICAL JOINT
MO MASONRY OPENING
N NORTH
NO NUMBER
NUMBER/POUND
NTS NOT TO SCALE
25'
OL RAILROAD
LENGTH AND DIAMETER OF CASING AND
LENGTH AND DIAMETER AND TYPE OF
PIPE PLACED IN CASING IS SHOWN
ON INDIVIDUAL PLAN SHEETS
CASING SHALL BE 5.5' MINIMUM FROM
BASE OF RAILS TO TOP OF CASING
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GENERAL NOTES
1- EXISTING UTILITIES SHOWN ARE APPROXIMATELY
LOCATED AT BEST. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE RESPECTIVE
UTILITY COMPANY FOR EXACT LOCATION OF
THE UTILITY (GAS, TELEPHONE, WATER, ETC.)
PRIOR TO BEGINNING ANY CONSTRUCTION CALL
1-800-632-4949 (NCICALL) FOR GAS AND
TELEPHONE. REPAIR OF ANY DAMAGE TO EXISTING
UTILITIES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2- OPEN CUT All WATER LINES UNLESS BORINGS
ARE SHOWN ON PLANS.
3- PISS UNDER ALL CULVERTS UNLESS OTHERWISE
INDICATED ON DRAWINGS.
4- SEE DETAIL PLANS FOR DETAILS COMPLIMENTARY
TO TYPICAL INSTALLATIONS BELOW.
5- ALL FITTINGS ARE TO RAVE CONCRETE BLOCKING
IN ACCORDANCE WITH DRAWINGS & SPECIFICATIONS.
6- STABILIZE EMBANKMENT SLOPES AT PASS-ABOUNDS
IMMEDIATELY AFTER PIPE INSTALLATION, BY SEEDING.
EXCELSIOR LINER OR OTHER MEASURES REQUIRED.
7- DUCTILE IRON PIPE SHALL BE USED IN LOCATIONS
WHERE EXPRESSLY CALLED FOR ON THE PLANS.
8- NOT ALL DETALS AND ARRANGEMENTS APPLY
TO THIS PROJECT.
9- THE CONTRACTOR MUST INSTALL CHECK DAMS IN
EXISTING DITCHES WHEN DISTURBED FOR ANY
REASON, REGARDLESS OF SLOPE OR ANY OTHER
MEASURES CALLED FOR ON THE PLANS.
TO- NOTIFY HARNETT CO. DEPT. OF PUBLIC UTILITIES
(910/893-7575) BEFORE BEGINNING WORK.
OVER, UNDER OR AROUND
RTS AS LABELED ON PLANS
NEW FORCEMAIN 10' MIN-
I OFF EDGE OF PAV'T.N
R/W
I
FM FMS FN. FM R - I- FM H I,
NIMUM ---- --' --`------ ---------- ---
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? EXISTING PROPOSED
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FLOOOPWN 0 SANITARY CLEANOUT

WETLANDSnIMNS GF SANITARY MANHOLE
' WETLANDS ? SANITARY SEWER
TREE LINE ?...? WATER MAIN
---- PROPERTY UNERIGHT ? e GATE VALVE
OF WAY
FIRE HYDRANT
- CREEK BANK
• WATER SERNCE
FENCE
CURB INLET
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PASS AROUND
PROPOSED SANITARY SEWER INSTALLATION
NO SCALE
---$S--' SANITARY SEWER
a CATCH BASIN
p MANHOLE
0 DOT GRATE INLET
---FY--- FORCE MAIN
04 FLARED END SECTION
---W--- WATER
C WATER METER EROSION CONTROL
FIRE HYDRANT
-1(- SILT FENCE
WATER VALVE
w:o?= TEMPORARY AMT
STORM SEWER
® RIP RAP LINING
0 CATCH BASIN
^ CHECK DAM
© CURB INLET
9EOIAIENTTRM
? FLARED END SECTION
?• PERMANENT DIVERSION
---FO-- FIBER OPTIC
? TEMPORARY DIVERSION
---E--- OVERHEAD ELECTRIC
--- UE--- UNDERGROUND
ELECTRIC
POWER POLE
(! GUYWIRE
a TELEPHONE PEDESTAL
REVISIONS Scale: NTS Sheet No.:
BY DATE DESCRIPTION SYM. R
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A SOUTH CENTRAL Date: AUG 09 '

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TYPICAL SANITARY
WATER & SEWER DISTRICT
SEAL `: = consulting engineers Drawn: KEW

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SEWER INSTALLATION
PHASE 1C 1

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' P.O.BOX{{28. ASHEEORO, NORTH CAROLINA 27204 Checked: HJM
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.+ Phone: [phone] Fax: [phone]
Harnett County, North Carolina
Job No.: 27010 Of:_ Version: -L
OC ON CENTER
OD OUTSIDE DIAMETER
GONG OPENING
PL PLATE
PRV PRESSURE REDUCING VALVE
PS PPEWSER ROOF UPPORT VENTILATOR
PSI POUND PER SQUARE INCH
PER CENT
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
RED REDUCER
REINF REINFORCING
REO'D REQUIRED
Q DIAMETER
R/W RIGHT-OF-WAY
RV ROOF VENT
SECT SECTION
BHT SHEET
SPEC SPECIFICATIONS
So SQUARE
BB SANITARY SEWER
STD STANDARD
STL STEEL
SRV SURGE RELIEF VALVE
TYP TYPICAL
TCP TERRACOTTA PIPE
TO TEMPORARY DIVERSION DITCH
VERT VERTICAL
VIM VALVE MARKER
VCP VETRIFIED CLAY PIPE
W WEST/MDTH
W/ WITH
WL WATER UNE
WM WATER METER
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REVISIONS SOUTH CENTRAL Scale: 1"=400' sheet No.:
BY DATE DESCRIPTION SYA7. T ?f ,y RZIANO & ? rf c ouGt1A 7.T
1V1t1 V lit 1VlllJ 1V
P
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TLlA 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES
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Phone: [phone] Fax: [phone] Harnett County, North Carolina
o Job No.: 27010
Of:_ Version:_

PH 141
/ III r --I HAYES ROAD I -
PUMP STATION #2
1 ( ?t? SHEET 383D
-7
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L HAYES ROAD
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_ PHASE IB1 CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN,
- ??--- F- ,? \ GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE
L \ PROJECTTHAT RUNSFROM BAPTIST BETHEL CONTRACT DIVISION
POINF DIVISION PPOINT AT PUMP STATION UMP STATION NO. I ANAND NO. 2. FROM HISW AYES RKOD WILL TO THE CONTRACT BE COMPLETED,
C \ TESTED AND ACCEPTED BY OWNER WITHIN 120 DAYS FROM THE NOTICE TO
\ PROCEED. THE PHASE iCt CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS
FOR THE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP
STATIONS. THE PHASE ICI CONTRACTOR WILL MAINTAIN AND REPAIR ALL
I \ \/ \ DAMAGE TO ACCESS ROADS DURING HIS CONSTRUCTION AND 4MLL BE
RESPONSIBLE FOR THE FINAL ACCEPTANCE BY OWNER AS WELL AS ANY
r \ REQUIRED REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD.
\ 11 \?\ \ I ( \ \ - \ PHASE 1C1 CONTRACTOR WILLALSO BE RESPONSIBLE FOR ANY DAMAGE TO THE
\Y 1 `mil \ GRAVITY SEWERAND FORCE MAINALONG ACCESS ROAD.
` \ \ \ PHASE IBt CONTRACTOR WILL BE RESPONSIBLE FORANY REQUIRED REPAIR
WORK ON THE FORCE MAIN AND THE GRAVITY SEWER LINES ALONG ACCESS
ROAD DURING WARRANTY PERIOD. ANY DAMAGE DONE TO THE ACCESS ROAD BY
PHASE 181CONTRACTOR IN WARRANTY REPAIR WORK TO THE GRAVITY SEWER
LINE OR FORCE MAIN WILL BE REPAIRED BY THE PHASE 181 CONTRACTOR.
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LEGEND
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\ \ PHASE 141 PUMP STATIONS
PHASE 'IC-2 PIPE LINES
PHASE 1B-1 PIPE LINES
PHASE 713-2 PIPE LINES
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PH 10-1
?` 1 i?\ I 1 ?`\\ BETHEL BAPTIST ROAD 9 1 \
f _ PUMP STATION#1 I? ` ?\\\"""/\\ //y
SHEET3 I \ /
PHASE,1C-1
REVISIONS SOUTH CENTRAL Scale: 1"=400' Sheet No.:
BY DATE DESCRIPTION SYM, r`py48'C'.!ROls,, Dale: AUG 09
O'oEESSioHy. * MARZIANO MCGOUGAN, P.A. PHASE 1C-1 WATER & SEWER DISTRICT
TLM 3 09 10 ADJUST IOC. DEPTH OF VARIOUS LINES ? Zie' 9?:3v?
i SEAL = consulting engineers Drawn: KEW
;,e 369 (32] L f P.O.BOX4428?ASHEBORO,NORTH CAROLINA 27204 INDEX MAP PHASE 1C 2A
%,?r'',Na e4.. '1S Checked: HJM
Phone: [phone] Fax: [phone]
,r,,, f3 Harnett County, North Carolina Jan No.: 27010
Or:_ Version:-
EXISTING GRADE
NOTE:
FLOW METER TO BE STRAP
ON ULTRASONIC FLOW METER
__--CABLE TO
CONTROL PANEL
END
CORNER
OR GATE POST 3 STRANDS
'
,
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PULL POSE (3' DU.) DIA) BARBED VARE
(3

TENSION WRE CHAIN LINK
CENTER RAIL FENCE
ASSEMBLY
(1.5' DIA.)

1R ETCHER
TRUSS
RODS

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HIH?S IIII
, IIII TENSION WIRE ( I I CONCRETE
ENCASEMENT
FLOW / LI (J (12 MIN.) L. -_ _
12"FORCEMAIN METER
7 b ?' MIN.
CORNER DETAIL ROADWAY GATE
15" MINI GROUT
FENCE DETAILS
"O.L GRAINm x Nana` yVICINITY MAP
AW/ I
WET -RELL
FLOW METER MANROL FLAP VALVE
x NTS
X 80 i UNIT PRICE CONTRACT _
CONTRACT DIVISION LINE PHASE IB-i PROPOSED CHAINLINK IpO.pp
PHASE 1P1 FENCE. SEE DETAI
o SEE NO OTE SHEET?A THIS SHE X
PH 1B-1 CONTRACTOR TO PLUG 8 22'04°EI
8°FM@THIS POINT PH-1C-1 00.00' I 3:1 SLOPE(TYP) - I ENTIRE AREA INSIDE OF FENCE
CONTRACTOR TO REMOVE PLUG TO HAVE MEDIUM GRADE GEOTECH
& CONTINUE FM TO P.S. XL . . ' ' • . . . , . . / ^\ X ISATJERIAL WITH B' OF #57 STONE TO OF / / •1? Xy?.),,, X X- X-? \ n\ X AREA LIGHT. JBPG NWPAD&FFEELV TRICLT
•/ _ BLDG TO BE EL. 158,0
WETLANDS ?. - .I 46,00,
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UNDERGROUND FORCEMAIN PIPING TO BE 16'-22°BEND
k
p CABLE TRAY CONDUITS RESTRAINED FLANGE.
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PYA S.S.@GA% THIS SHEET , , , . . . . . . 2?2 16'FORCEMAIN
Qap
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ENTIRE AREA INSIDE OF CON X N77 6 i `
FENCE TOO HAVE E MEDIUM GRADE GEOTECH MATERIAL ' W?CrD/l71 10L0
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PH 1B-2 CONTRACTOR TO PLUG WITH &"OF#57 STONE mjC pNPp1Nl' S
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72'SS@THIS POINT. PUMP STA. i p o
CONTRACTOR TO REMOVE PLUG
/ aQ? n
& CONTINUE TO WET WELL 588.22 04 W% .
100.00'- a? SEE ,
P S' 1 PH 184'COMRACTOR TO PLUG PS-2
15"S$&16-FM@THIS POINT. 2q 'NOTE' 100 YEAR FLOOD ELEV. 156
BETHEL BAPTIST ROAD PUMP STA. CONTRACTOR TO HAYES ROAD
REMOVE PLUG & CONTINUE TO S
PUMP STATION WET WELL 'PUMP STATION
REVISIONS Scale: 1"=10' Sheet No.:
BY DATE DESCRIPTION SYM. ,;'s.-?So<;•:, SOUTH CENTRAL
MARZIANO & MCGOUGAN, PA BETHEL BAPTIST ROAD WATER & SEWER DISTRICT Date: JUNE, 2009
`SEAL`''; _ Drawn: TLM
consulting engineers PUMP STATION PP-03
PHASE 1C-1: WASTEWATER
P.O. BOX 4428. ASHEBORO, NORTH CAROLINA 27204 HAYES ROAD PUMP STATION Checked: HJM
Phone: [phone]Fax[phone] Harnett County, North Carolina
" lj ` Job No.: 27008 Of:- Version:--L-
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NO SCALE
N
5'-0" DOUBLE DOOR
W/FIXED SCREENED
LOUVER EACH DOOR LEAF
w
J
U HH
m
yEi' U
1" CHAMFER 12' BLDG FLOOR
FAN EXHAUST
ALP -6 N EL 183.08 n EL 182.75
0 Q 4'
WP,GFI
o"
3'-0" DOOR REINF SLAB W/#4®12" EWT&B
12'-O°x18'-D"
I 1
ELECTRICAL BUILDING SECTION
LIGHTING FIXTURE SCHEDULE
TOTAL
LAMP P
RR
SYMBOL PE MOUNTING DESCRIPTION DESCRIPTION
BALLAST FIXTURE
TWO (2) 4' TWO TUBE FLORESCENT,
F72T8 75 CEILING SUSPENDED (COORDINATE WTH EQUIPMENT COLUMBIA LUN4-232-EB8-120
UTCNIA DM232-120-GEB
0 A WAITS MOUNT PROVIDED, DAMP LABEL LISTED, WITH METALUX VT2-232DR-12OEB81-DL
ONE (1) FIBERGLASS HOUSING, GASKETED, ACRYLIC OR EQUIVALENT
E88 PRISMATIC DIFFUSER, ELECTRONIC BALLASTS
LED EXIT WALL Co BINATON LED EXIXT SIGN
UTHONIA LHOM-SWIR120/277
1z6W EMER. 15 MOUNT AND EMERGENCY LIGHT:
PRESCGME XTC3REL-WH
WATTS ABOVE
DOOR WRITE VATH RED LETTERS,
120VAC. W/BATTERY PACK. REMOTE SURE-UTES CCM70-RYM-DH
- HEADS WHERE REWIRED. OR EQUIVALENT
PE 70W MH WET LOCATION LISTED HID FULL CUT-OFF HUBBELL WMS-70P6 + + PBT-1
HUBBELL
I
?
( COATED 90 WALL
M WALLPACK PATH DIE CAST ALUMINUM
HOUSING
PRISMATIC BOR
U
TE -120-
+ PE
SPERO
?
( WATTS OUNT
9' AFF ,
OSI
CA
REFRACTOR
PHOTOELECTRIC CONTROL AND ACWUTE DT-70PS-120-PC
1 HX-HPF ,
FULL CUTOFF VISOR
120VAC OR APPROVED EQUIVALENT.
,
.

BLDG FLOOR
ELECTRICAL LEGEND AND ABBREVIATIONS
ONE - LINES
TRANSFORMER WITH DELTA-WYE CONNECTION,
KVA RATING, PRIMARY & SECONDARY VOLTAGES,
11 Fi- NUMBER OF PHASES, AND FREQUENCY.
150 KVA
12.47 KV-480, 3 PHASE,
3PH, 3 W, 60HZ ONE-LINE SHOWING POWER, CONTROL CABLE AND CONDUIT
n PP-3:3#6, 4#12, #6G, 1 1/2'? CIRCUIT NO. PP-3 WITH THREE (3) #6AWG,
FOUR #12AWG, AND A #6 EQUIPMENT GROUND
IN A 1 1/2° CONDUIT TO A 20 HP LOAD.
e DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND
3P-50 LOW VOLTAGE AIR CIRCUIT BREAKER,
3 POLE, 50 AMPERE
PLANS
0 CONDUIT TURNING UP, CONDUIT TURNING DOWN
TYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL
B?I I "LP CIRCUIT 2. SHORT DASH INDICATES PHASE
LP-2 CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR,
CIRCULAR DASH INDICATES GROUND WIRE.
E UNDERGROUND CONCRETE ENCASED DUCT BANK
EE UNDERGROUND DIRECT BURIED CONDUITS
_ GROUND CONDUCTOR
NOTES:
t. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE
ALL CONDUITS INDICATED ON THE ONE-LINES AND HOMERUNS INDICATED ON THE PLANS.
2. TELEMENTRY CABINET, ANTENNA, AND ANTENNA POLE PROVIDED BY OTHERS..
3. CABLE AND CONDUIT PROVIDED WITH PUMP STATION.
4. WETWELL IS CLASSIFIED HAZARDOUS, CLASS 1, DIVISION 1, GROUP D BY THE NEC.
ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALS.
5. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION
OF CABLE AND CONDUIT & COORDINATE WITH TELEMETRY INSTALLER.
6. U/G SERVICE REQUIRED FROM UTILITY TO SERVICE PANEL. ANY UTILITY CHARGES TO BE
PAID BY CONTRACTOR.
7. WIRE SIZE AND CONDUIT SIZE MAY VARY DEPENDING UPON
PUMP REQUIREMENTS.
8. GENERATOR PAD AS RECOMMENDED BY SUPPLIER.
9.CIRCUHS SHALL BE IN DIRECT BURIED RIGID STEEL CONDUIT
A MINIMUM OF 18° BELOW FINISHED GRADE.
10. PUMP CONTROL CABLES AND POWER CABLES SHALL LAY IN A OPEN CABLE TRAY TO A
JUNCTION BOX LOCATED A MIN OF 10' FROM WEIWELL.
175W HID AREA LIGHT
W/PHOTOELECTRIC
CONTROL
COVER PLT &
ANCHOR BOLTS
BY POLE MFR
1" CHAMFER-
#2 COPPER
CADWELD CONN-\
3/4"x10'-0"
COPPERWELD
GRND ROD
P10: 2#2, $8G, 1-1/2'

FUSED DISCONNECT SWITCH
480VAC, 3PH, 3W, 200A
AUTO TRANSFER SNITCH
PUMP CONTROL PANEL (PCP)
MINI-POWER CENTER (MPC)
NEMA 4X SS ENCLOSURE 48OVAC, 3PH, 3-POLE, 200A (IN PUMP STATION) 480 - 120/24OVAC, IPH, 5.OKVA
FUSE AT 200A NEMA 4X SS ENCLOSURE NEMA 4X SS NEMA 4X SS ENCLOSURE
3: 404/0, A2G, 3' M rt
GENERATOR 4o NO TE NO TE NO TE

`h DISCONNECT
48OVAC, P. 200A z 4, 10 4, 10 4, 10
<
a
<
<

u NEMA 4% SS
h
M
N

O

?
v

?j
N
i

1j
N
fi

?j
N

N
IT.
O \ W
4 r 1- W
F N N N N
J N x Z Z Z N N N
N
M
\ 3 .. r .. .. .. N
..
a

N ?2

N ?
a
? a a M S S Z
x a
LS
LS
LS
LS
TEL
AL
_ Y HP HP KW KW

0 o:
of
a o rc°w
o z

wz w
o
n 7
w
r w
o
C E
oa w x rc zz
z °
U Z Z u o zd g z w
} a
QW 5 U Z
4
iL- Z
6 LL
N Q O LL
5 ?N z
z_
p
o
"
p C
a o.
o
t_ o d a
o. W a o:
?? > > j N n he a a i g n ?'.}m. a a 04 ?v
SYSTEM ONE-LINE DIAGRAM
NO SCALE
20' TAPPERED
SQUARE STEEL
POLE
"- REINF W/#3 BARS EQUALLY SPACED
2'-0" DIA
AREA LIGHT DETAIL
NO SCALE
CHAMFER ON
ALL EXPOSED
CONCRETE EDGES
#4®tg• EW NOTE: VERIFY GENERATOR
PAD SIZE W/GENERATOR
MFR.
NOTIFY ENGINEER IF SIZE
CHANGE IS NECESSARY.
#6®12" EW
SECTION AA
NO S
NO SCALE

SERVICE:480-120 240VAC, IPH, 3 BUS: AS REDO.
N RAT
WG:5.0 KV MAIN BREAKER: 2-P 15 AMP PRI.

2-d, 25 AMP SEC
C
MOUNTING SURFACE, NEMA 4% FEED: BOT TOM LOCATION: PUMP STATION
LOAD P BKR CKT BKR P LOAD
AREA LIGHT 1 20 1 2 20 1 RECEPTACLE
EXTERIOR LIGHTS 1 20 3 4 20 1 RECEPTACLES
RN 1 20 5 6 20 1 RECEPTACLES
INTERIOR LIGHTS 1 20 7 8 20 1 GENERATOR CHGR TR
EXHAUST FAN 7 15 9 10 20 1 SPARE
11 12
PANEL BOARD SCHEDULE
NO SCALE
REVISIONS
SOUTH CENTRAL Scale: NTS Sheet No.:
BY DATE DESCRIPTION 6YM. MARZIANO & MCGOUGAN P.A PUMP STATION #1 °°'e` JUNE, 2009
WATER & SEWER DISTRICT
-`! SEAL consulting engineers
? ELECTRICAL DETAILS Drawn: TLM 3A
' also ih5
'' f
P.O.BOX4428.ASHEBORO,NORTHCAROLINA 27204 PHASE 1C-1: WASTEWATER
''?`FM1'al: 2 ?
' -
Phone:
336
6293931 Fax 336
6293932 p BAPTIST
DETHEL ROAD Checked: HJM
.
.
. H8FI1Bft COUlItY, North C2f0l1112
1
Job No.: 27008 O{:_ Version:
ELECTRICAL EQUIPMENT DETAIL
NOT TO SCALE
5'-0" DOUBLE DOOR
W/FIXED SCREENED
10,-0° ?LOUVFR EACH DOOR LEAF
N
(ALARM
ALARM
?'-a3? SIGTCN"LJ?1 Vq

1
UP-4
TELEMETRY
CABINET I

B1 OTHERS
I ,-}-,
LIT- 100 L J

MINI -POWER }
LIT-101 M
ENTER (MPC LIT-200
LIT-201 Qj
PUMP
CONTROL
PANEL
4
AUTO-
TRANSFER
SWITCH
(MTS)

GENERATOR I
1P-6
ISCONNECT
L_P_3?
_ _
-
UTILIY
D < LP-7
ISCONNECT POSITION
-?
UTILITY
METER
LP-2 dh
- EXHAUST i" CHAMFER
FAN
LP-6
WP,GFI N
z
J
I
m
BLDG FLOOR
12°
EL 156.17
c a . n, EL 155.83
c a
REINF SLAB W/#4012" EWT&B
12'-0"x1 B'-0"
HP
o'
I,.
HU
ELECTRICAL BUILDING PLAN
,-3'-0" DOOR
ELECTRICAL BUILDING SECTION
NO SCALE
LIGHTING FIXTURE SCHEDULE
TOTAL
LAMP P
RR
SYMBOL PE MOUNTING DESCRIPTION DESCRIPTION
BALLAST FIXTURE
TWO (2) 4' TWO TUBE FLORESCENT,

0 F32T8 75 CERING SUSPENDED (COORDINATE MTH EQUIPMENT COLUMBIA 232-EBB-120
MTONIA UM232J2-120-GEB
A ONE (1) WATTS MOUNT PROVIDED), DAMP LABEL LISTED, WTH
FIBERGLASS HOUSING
GASKETED
ACRNUC VT2-2J20R-120EB81-DL

E88 ,
,
PRISMATIC DIFFUSER, ELECTRONIC BALLASTS OR EQUIVALENT
E
LED EXIT WALL COMBINATION LED EXIXT SIGN
LITHONIA LHCLI-SWIR120/277
2x6W EMER. 15 MOUNT AND EMERGENCY LIGHT:
WHITE WITH RED LETTERS PRESCOUTE %TCJREL-WH
WAS ABOVE , SURE-CITES CCX70-RVM-DH
_ DOOR 12OVAC, WAATTERY PACK. REMOTE OR EQUIVALENT
HEADS WHERE REQUIRED.
oC 7OW MIT WET LOCATION LISTED HID FULL CUT-OFT
HUBBELL WMS-70P6 + PBT-1
\
-) COATED g0 WALL
M
NT WALLPACH WITH THE CAST ALUMINUM
HOUSING
PRISMATIC BOROSIUCATE SPERO AWUT-WT-70PSMH-120-OBZ + PE
T WATTS OU
9' AFF ,
REFRACTOR
PHOTOELECTRIC CONTROL AND ACCUUTE DT-70PS-120-PC
H%-NPF ,
FULL CUTOFF VISOR
120VAC CR APPROVED EQUIVALENT.
,
.
Uj I- LU AUTO- MINI-
O TRANSFER PUMP POWER
z ? z SWITCH CONTROL CENTER
J1 LITY
0
0
(MTS)
PANEL
(MPC)
METER w
? CD C'
24Wk36H 24Wk36H
DUITS SEAL-OFFS
REQD.
N a 4 e a
G
dA
ELECTRICAL EQUIPMENT DETAIL
NOT TO SCALE
REVISIONS
N a?q
BY DATE DESCRIPTION SYM. ;"''Pt 0<
ZJ Pa ry9`9
E
°SEA
ss'o
FT-77 i
A 't. 3m h
Y In
Iww
wz?
tj?
U 0J
2%36H
b ,
a ?d
5'-0" DOUBLE DOOR
W/FIXED SCREENED
LOUVER EACH DOOR LEAF
ELECTRICAL LEGEND AND ABBREVIATIONS
ONE - LINES
TRANSFORMER (NTH DELTA-WYE CONNECTION, 175W HID AREA LIGHT
W/PHOTOELECTRIC
? KVA RATING, PRIMARY & SECONDARY VOLTAGES, CONTROL
NUMBER OF PHASES, AND FREQUENCY.
150 KVA
12.47 KV-480, 3 PHASE,
3PH, 3 W, 60HZ ONE-LINE SHOWING POWER, CONTROL CABLE AND CONDUIT
4(j12,'6G
1 1 2
PP-3:36 CIRCUIT NO. PP-3 NTH THREE (3) #6AWG,
20 TAPPERED
,
,
20 FOUR ¢12AWG, AND A #6 EQUIPMENT GROUND
IN A 1 1/2" CONDUIT TO A 20 HP LOAD. SQUARE STEEL
POLE
E DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND
3P-50 LOW VOLTAGE AIR CIRCUIT BREAKER, COVER
V 3 POLE, 50 AMPERE ANCHOR BOLTS
BY POLE MFR
PLANS 1" CHAMFER
0 CONDUIT TURNING UP, CONDUIT TURNING DOWN
TYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL
)141 - "LP" CIRCUIT 2. SHORT DASH INDICATES PHASE
LP-2 CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR,
CIRCULAR DASH INDICATES GROUND WIRE.
E UNDERGROUND CONCRETE ENCASED DUCT BANK #2 COPPER
UNDERGROUND DIRECT BURIED CONDUITS
EE CADW'ELD CONP

_j

L

_
_ GROUND CONDUCTOR
3/4"x10'-0'
NOTES: COPPERWELI
1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE GRND ROD
ALL CONDUITS INDICATED ON THE ONE-LINES AND HOMERUNB INDICATED ON THE PLANS.
2. TELEMENTRY CABINET, ANTENNA, AND ANTENNA POLE PROVIDED BY OTHERS..
3. CABLE AND CONDUIT PROVIDED WITH PUMP STATION.
4. WETWELL IS CLASSIFIED HAZARDOUS, CLASS 1, DIVISION 1, GROUP D BY THE NEC.
ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALS.

5. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION
2'-0" DIA „A#3 BARS EQUALLY SPACED
I\L",
OF CABLE AND CONDUIT & COORDINATE WITH TELEMETRY INSTALLER,
6. U/G SERVICE REQUIRED FROM UTILITY TO SERVICE PANEL. ANY UTILITY CHARGES TO BE
PAID BY CONTRACTOR.
AREA LIGHT DETAIL
7. WIRE SIZE AND CONDUIT SIZE MAY VARY DEPENDING UPON NO SCALE
PUMP REQUIREMENTS.
8. GENERATOR PAD AS RECOMMENDED BY SUPPLIER.
9.CIRCUITS SHALL BE IN DIRECT BURIED RIGID STEEL CONDUIT
A MINIMUM OF 18° BELOW FINISHED GRADE.
10. PUMP CONTROL CABLES AND POWER CABLES SHALL LAY IN A OPEN CABLE TRAY TO A
JUNCTION BOX LOCATED A MIN OF 10' FROM WETWELL.
° P10: 2p2, 88G, 1-1/2-
P2: 4j4/0, /2G, 3
FUSED DISCONNECT SWITCH
480VAC, 3PH, 3W, 200A
AUTO TRANSFER SWTCN
PUMP CONTROL PANEL (PCP)
MINI-POWER CENTER (MPC)
NEMA 4X SS ENCLOSURE 48OVAC, 3PH, 3-POLE, 2DOA (IN PUMP STATION) 480 - 120/240VAC, 1PH, 5.0KVA "

FUSE AT 200A
NEMA 4X SS ENCLOSURE
NEMA 4X SS
NEMA 4X SS ENCLOSURE JJFER ON

ALL EXPOSED
-3/4
CH
e>

3: 48
4/0, ¢2G,
3' na EDGES
CONCRETE
GENER ATOR Q NOTE NO TE NO TE '4®tg" EW NOTE: VERIFY GENERATOR
DISCONNECT '4°z 4
10 4,10 4,10 PAD SIZE W/GENERATOR
n 480VAC, 4P, 200A ,
"
n
- MFR,
NEMA 4X SS n n n T NOTIFY ENGINEER IF SIZE
_ `n
< n r 5 d 5 ti
N m CHANGE IS NECESSARY.
? N N N
?
d ?
\ a M ri n
?' i
N a
n i
N ?
r
#6®12° EW
oz SECTION AA
n . 3 .. ro .. .. .. .. NO SCALE
g2 w a a a i i i i
a
N GENERATOR PAD
NP HP LS LS LS LS TEL AL NO SCALE
Y KW KW
AS OU
RE.
BUS:
MAIN BREAKER: 2-P, 15 AMP PRI.
p N
oo SERI9CE:460-120 240VAC, 1PH, 3 4RATIN KV 1-P, 25 AMP SEC
z ¢? F MOUNTING: SURFACE, NEMA 4X FEED: BOTT OM LOCATION: PUMP STATION
a o w = LOAD P BKR CKT BKA P LOAD
wz
w
F a wn
p AREA LIGHT 1 20 1 2 20 1 RECEPTACLE

oa
w u
x m
a m p
z EXTERIOR LIGHTS 1 20 3 4 20 1 RECEPTACLES

'
Z p
p is
" 4
J
o
y
T
a RN 1 20
1 1 5 6
1 20 1 RECEPTACLES
a
FLOOR z s o c? a
a o y ,., z INTERIOR LIGHTS i 20 1 718 20 1 GENERATOR CHGR TR
aw

R w a o wa N a a o }af 0 i rc

? EXHAUST FAN 1 1 1
1 15 1
9101
1112
20
1 1 SPARE
z m o p
z ya
m d
z d
z p a m u °
¢x
t= x t
r ' g w
' m a a
u PANEL BOARD SCHEDULE
m > j n ?° a a i
a u
NO SCALE
SYSTEM ONE-LINE DIAGRAM
NO SCALE
MARZiANo & McGOUGAN, P.A
f consulting engineers
0001 P.O. BOX 4428 • ASHEBORO, NORTH CAROLINA 27204
Phone: [phone] Fax [phone]
SOUTH CENTRAL Scale: NTS
PUMP STATION #2 WATER & SEWER DISTRICT Date: JUNE, 2009
ELECTRICAL DETAILS PHASE 1C-1: WASTEWATER Drawn: TLM
HAYES ROAD Checked: HJM
Harnett County, North Carolina
Job No.: 27008
Sheet No.:
3B
Of:= Verslon:
4'x6' BIICO ALUM HATCH
6, PVC WITH -TIGHT)
ALUM BIRD SCREEN
BOLTED BETWEEN
FLANGES
60' % 48' ALUM.
HATCH BY pump 2' SEWAGE AIR & VACUUM
BLOC IURfR VALVE APCO MODEL 402
KABLE) OR EQUAL
N I EL'S6.17 1
SIAAMt99 LFT CHVN
GIME aN
PORTABLE S.S.
W/45012' EWT&B
CONDUITS AS RE0'0 --?
TO CONNECT TO
CABLE TRAY
6' PLUG WIVE

.I

1. 6' DIP PUMP
D6CNARGE 6. 6NUG CN

FLOAT CONTROLS

77
INV. 169A0
4' uP DPAN WITH
HI WATER N/NI EL 169.00 FLIP VNK 8 YALVE VILLT 1' 70 2'
FROM METER VH 6' OF 157 STONE OF GROUT
TO DRAIN

VA PUNP ON EL 163
IfID PUMP ON EL 1640
S.I. STEEL. WILL. BRACI(ET
FOR MSCHARGE PIK SUPPoRT.
MOUNT AS PER MANUFACTURER'S
SPECIFICATIONS (ON OF 3 REQUIRED)
12 P.C Wif 2-20 HP SUBMERSIBLE PUMPS
IAN EL 169.72
.( PRIMP BASE SHALL BE FASTENED TO THE
NET WELL FLOOR BY NO LESS THAN FOUR
LNL d 160.60 3/4' 17NNlESS STEEL STS. THE BOLTS
SHALL BE THREA)ED IMO CONCRETE ANCHOR
INSERTS, WHICH HAVE BEEN CAST NTO THE

OR THREADED IN A CAPSUE ANCHOR
INVERT.
BY MOLLY, HILn OR EQUAL. THE BOLT SNAN.

`N HAVE A PUlOJt Sif@NH OF NO LESS THAN
5000 LOS AND SHALL BE SUITABLE FOR
NBRATNG EQUIPMENT.

Q 159.00
r hL_1??

B' P,C INF
8' DIP N l
INJ
Fi 169.40
6'x8' W INCREASER
6' DIP Fl/ IS00 6' OF 157 STONE
WASTEWATER PUMPING STATION
mW FLUID
0.lUG 09ES
ILLUSTRATIVE SECTION
mP ER 3)

6' NJ S'fEl'E PESTR4NE0 FLG
ADAPRR (IYP)
(nPl Y-' 6' SWING CV
L ].
3'x1/4' Pe STRAP
2' SEWAGE
NR VIF VlLME 3' LIT OWK
DISCONNECT CL OF PIPE AS
SHOYM W PUNS
A 4* FLAP 6' PLUC VN.K 6'x3' REDUCER 6'
VALVE ~-
6' TEE A EMERGENCY PUVP CONNECTION - I' DU ANCHOR DOLTS
WIC PIPE SUPPORT /? SET 91 CONC 6' MIN
W/SIEF1 NIX? W11H 6'-4' REDUCER J
STRAPS (11P) 4' PJ
n 1
.
_

9P
NOTE:

ALL PS PWNO SHALL BE BP REST NNED PRECAST CQ4C O
REST--Iff COH/R

13 TES
' MW W/ MEGNUG.
12
M WF
, aa
' 14 BRR EA CORNER
PV EL 169.72 B10
45 4
SURGE
e' WOE
COHC CHEN SEi IN SUB 6' MM
B'-o' ID cone ?
)EF VALVE
NoTe aAOE IsttsSAL
PR _
6 surPORr
WET WELL AT NL
PIPE PENEIRAiIONS.
6' PLUG VNIE

35o
CLASS
30
8'x6' 1EE

BEND
D
SECTIONAL PLAN
AU, PLUG Vm
5E0 8' SHALL BE
PLACED
4- CONCRETE PIPE SUPPORT DETAIL
B
BAC
MAIN ON AN 6018 PAC
ORCE
NO SCALE
OF SICRETE
EMERGENCY PUMP CONNECTION
NTs
REVISIONS SOUTH CENTRAL Scale: 3n6°=,, Sheet No,:
BY DATE DESCRIPTION SYM.
o
ess,
, MARZIANO & McGoUGAN
P
A
Date: JUNE
2009
.aF
G
°
` ,
. PS-1 BETHEL BAPTIST RD WATER & SEWER DISTRICT ,
=
SEAL
? _ consulting engineers Drawn: TLM 3C
3690 h_ I
AS
O
O
N
C
2720+
P
B
O
4
2 PUMP STATION DETAILS PHASE 1C-1; WASTEWATER
m ,
ORTH
AROLINA
.
OX
HEB
R
.
4
8. Checked: HJM
F:' Phone: [phone] Fax: 336, 629.3932 Harnett County, North Carolina
Q Job No,: 27008 Ot:- Version:
14 BARS EW 4-15 MAO. BARS /4013, OC
f{ BARS EW 4-0 5 CUG. BIAS ({011' OC
0 12. OC-TAB EA om 7AB-BA
PORTABLE S.S. NOW-

6' D

P FK.WMDE I/ EYP
M OF WFT CN BY
lB RER

MECHANICAL HgST
BY PUMP MFR
00v AS REO'D
TO CONNECT TO
CABLE TR4Y
ROAN CONTROLS
HI WATER ALARM EL
/
CO
CONDUCTS
N I/2• ExP NJ
416'
ALUM NANC
B6.C0
N
CbNC.
C
1TRAY MATENVL
(
-11 N G
RU
iffj
12' PE
L
TE SLAB
E B
W/15012' EWTAB
15'
P TIT -
TOP VIEW NV
EL 143.23
LW. R 132.

w EL 131.0
O
?

I6• DIP I
10'.16' M3 INCREASER
to' DP R 6' OF #57 S
3' LIQUID FLUD
??E9
P O 3)
RESTRAINED I'Lo
10' w SLLFE - ADq'PITIR HR (I1P)
INV) t0' SWNG cv

2' SEWAGE
AR VAC VALVE
3
?
4' FLAP i ,O' PLUG VAL 01SCONN
ECT
VINE 6Y3' REDUCER \\
L
f- i
to' TEE
C0.VC PIPE SUPPORT
A EMERGENCY PUMP CONNECTION
/
W/STEEL HQD DOWN 10'-4' REDUIER?
SRUPS (IOU) 4' PV
PAEGST

CONIC
A[SNRNx .K6N
4
So' NOTE:
.ML PS PIPING
BE DIP RESTAIINED
IHALL ? COMAR

4' 45BEN?
N 4' SURGE LU
G.
JOINT w/ vECVMC.
10'-0' IO CONIC REIIEf VALVE
WET WELL
15' RC IT NOTE PRINCE INXSEAL
AT ILL PPE PENETRATIONS.
NV F1 143.21 6' RDC VALVE
'
. 6
D.I.P.
? CU55
350
16'x6' TEE
SO
SEND
O
SECTIONAL PLAN ALL P.A'G vxAEs
PROPOSED 16' SH41 BE PLACED
FORCE MAN ON AN am BAG
OF
EMERGENCY PUMP CONNECTION
NTS
4'x6' 8ILCO ALUM HATCH
6• VEKr WNTI

M BIRO SCREEN
Al- (RMN-
TICHT)
FLANGE BETMEEN
FLANGES
60' % 4a' ALUM.
"ATE BY PUMP
MWUFACNRFR
(LOCKABLE)

-

- 2" SEWAGE AIR & VACUUM

VALVE APCO MODEL 402
OR EQUAL
V1
EL 15&00

maHSS Lsr eHMu
\j
k [4fAE RAe I

.,
PUMP
10 wdP? 10'
10' PAUL vxvc1
SWNO CV- 1
i

1 4' OP DRAIN WITH
FLAP VALVE A VALVE VAULT
4' TO 2-
FROM METER MN 6' OF t57 STONE OF GROUT
TO DRAIN
LAO PUMP ON R 14250
LEAD PUMP ON EL 142.00
STNNLESS STEEL WAIL EWCRFT
FOR DISCHARGE PPE SUPPORT.
MOUNT AS PER MANUFACTURER'S
SPECIFICATIONS (MIN U 3 REQUIRED)
2-40 HP SUBMERSIBLE PUMPS
PUMP BASE SHALL 8E FASTENED TO THE
WET WELL ROOR BY NO LESS THAN FOUR
3/4'SVlRIESS STEEL BOLTS. ERE BOLTS
SHIN. BE THREADED IWO CONCRETE ANCHOR
INSERTS, WHICH RASE BEEN CAST INTO THE
INVERT, OA THREADED IN A CAPSAE ANCHOR
BY MOLLY, NO OR EQUAL THE BOUT SHALL
HAVE A PULLOUT STRENTH OF NO LESS THAN
50DU LOS AND SHALL BE SUITABLE FOR
VIBRATING EQUIPMENT.

WASTEWATER PUMPING STATION
ILLUSTRATIVE SECTION
37x1/4' Fa STRAP
CL OF PIPE AS
SHDAN ON PLANS
6'
L
+ 1' ON ANCHOR BUTS
L CN01 SET N CUM 6' MN
2 03 TES
BAR EX CORNER
C
F' WIDE CCWC CHEM SET IN SLAB 6' MN
?_
CONCRETE PIPE SUPPORT DETAIL
NO SCALE
REVISIONS SOUTH CENTRAL Scale: 3/8"=1' Sheet No.:
BY DATE DESCRIPTION SYM.

,
eessAO,,iy;

A
MARZIANO & MCGOUGAN P
Io
Date: JUNE, 2009
p
=."p "?`9 . 2 HAYES ROAD
PS WATER & SEWER DISTRICT
' E`SEAL``' ta
consulting engineers -
Drawn: TLM 3D
36.
'' PUMP STATION DETAILS PHASE 1C-1: WASTEWATER
.
.
.? P.O.Box4428•ABHEBORO,NORTH CAROLINA 27204 Checked: HJM
Phone: 336.629,3931 Fax: 336,6293932 Harnett County, North Carolina
Job No.: 27008 Of:_ Verslon:
11 1
`41 1 S.S. M.H.#39 L -
1 lli 1 1 1 -
X
jx,N.X\ X11@J 0x
L
x
\k
x) S.S. M.H. #1
X I*
CHAINLINK FENCE }} 1gp0 ?l\k\k \k\k, \\ ?I ??? 1\. ```\ X--,
} GF \ k \ j . . . . . I.
/? NF k
00, 4-
} \k
4'x6• ?. i - - - (" - .- y??
UNDERGROUND REDUCER /,
5o SILTFENCE CONDUITS . / JIa / EMERGENCY PUMP \ X
CONNECTION. NOTES:
//, 1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE Q?
/ } y FIAT TOP I\l OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE. PLAN PROFILE
y .- } 2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
j / METERED M.H. / I UNti_X WITH 18" RCP. SCALE 1 = 50 H. NE IS TO B //'• CABLE TRAY yl?(py } A'DRAIN } X I.UPUM9 SUM ON Ct S5' EWER NSIDEIALL PUBLICERIGHTS OF WAY
1 = 5 V.
61 DIP
d INV. 138.75
// Q'2G ENTIRE AREA INSIDE OF / X 0
0x`0 FENCE TO HAVE MEDIUM 170
0? ---- ---
??
v J m GRADE GEOTECH MATERIAL
//)S 0 WITH 6' OF #57 STONE
6'G.VB CI BOX
A- TAPPED OUTLET -- ---- ---- _--""
/ ,i
• / k/y a /} 165
M.H. TOP 155.1 IN A-
139.12 IN ----
r 141.30
OUT 138.00
160
PUMP \ e.®6p3k
R WM
UN \x J ?,
PRtCEc' gtpt101'1 ? ??
- - -- - -----------
0.28° , X xPR / // o Z --
?. } O O ?X?X iX'/ -o
`_sFFSks671 ? ? ,,?/ o o \k?X X x
O - -
150
- - -
S _ - k\ -
24 LF 18* CULVERT 145
C)
5t6 ?? ?' 2e °?? s -
TEMP. CONST. ENTRANCE
OUTLET PROTECTION s
140
ii
-- - °°-a LFB 5094 %:-- - - -
w - P r. 11 V 6
/?? - - %
135
PUMP STATION PLAN -= 130
- --
SCALE: 1" = 10' 1+00 0+00 1+00
REVISIONS
Cqg" SOUTH CENTRAL Sole: AS SHOWN Sheet o.:
BY DATE DESCRIPTION sYM. MARZIANO & MCGOUGAN P.A. LAKEVIEW DRIVE PUMP STATION Date. AUG 09
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES ' Zl¢e 9?::? ' WATER & SEWER DISTRICT
E :SEAL s consulting engineers SITE PLAN Drawn: KEW 3E
?m y PHASE 1C-1; WASTEWATER
Fp ?;` P.0.00%4428?ASHEBORO, NORTH CAROLINA 2720+ Checked: HJM
PLAN & PROFILE
- P Phone, 336.629,3931 Fax; 336.629.3932 Harnett County, North Carolina
Jab No.: 27010 Of:_ Version: -L
I
l
f
ALARM
ALARM
0
I
5'-0" DOUBLE DOOR
W/FIX ED SCREENED
10'-0" LOU R EACH DOOR LEAF
LP -4
WP,GFI N

-3 SNO1T ??? - -- --
I LP-4I
TELEMETRY I
ItABINET I
BI OTHERS I LIT-100
MINI -POWER ( LIT-101 I
CENTER (MPC I LIT-200

M
--- LIT-201 e
PU
P
I m
CONTROL
PANEL ( PE

AUTO- I

TRANSFER
I 1" CHAMFER
SNATCH EXHAUST
(MTS) I
I FAN

GENERATOR
D I

LP-6
LP-6
WP,GR N
ISCONNECT
I ?+
UTILIY I¢
]DISCONNECT 1P-7 3'-0" DOOR
POSITION
SNITCH

UTILITY
]
METER
LP-2
HVAC
ELECTRICAL BUIL DING PLAN
5'-0" DOUBLE DOOR
W/FIXED SCREENED
LOUVER EACH DOOR LEAF
HH
FAF?l
BLDG FLOOR
G, u
2EINF SLAB W/#4®12" EWT
12'-0"x18'-O"
ELECTRICAL LEGEND AND ABBREVIATIONS
ONE - LINES
TRANSFORMER WTH DELTA-WYE CONNECTION,
KVA RATING, PRIMARY & SECONDARY VOLTAGES,
11 NUMBER OF PHASES, AND FREQUENCY.
150 KVA
12.47 KV-480, 3 PHASE,
3PH, 3 W, 60HZ ONE-LINE SHOWING POWER, CONTROL CABLE AND CONDUIT
PP-3:3#6, 4#12, #6G, 1 i/2 CIRCUIT NO. PP-3 VAT THREE (3) #6AWG,
20 FOUR 12AWG, AND A EQUIPMENT GROUND
IN A 1 1/2" CONDUIT TO A 20 HP LOAD.
DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND
3P750 LOW VOLTAGE AIR CIRCUIT BREAKER,
VJ 3 POLE, 50 AMPERE
PLANS
_? - CONDUIT TURNING UP, CONDUIT TURNING DOWN
TYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL
"LP" CIRCUIT 2. SHORT DASH INDICATES PHASE
LP-2 CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR,
CIRCULAR DASH INDICATES GROUND WRE.
E UNDERGROUND CONCRETE ENCASED DUCT BANK
EE UNDERGROUND DIRECT BURIED CONDUITS
GROUND CONDUCTOR
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE
ALL CONDUITS INDICATED ON THE ONE-LINES AND HOMERUNS INDICATED ON THE PLANS.
2. TELEMENTRY CABINET, ANTENNA, AND ANTENNA POLE PROVIDED BY OTHERS..
3. CABLE AND CONDUIT PROVIDED WITH PUMP STATION.
4. WETWELL IS CLASSIFIED HAZARDOUS, CLASS 1, DIVISION 1, GROUP D BY THE NEC.
ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALS.
5. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION
OF CABLE AND CONDUIT & COORDINATE WITH TELEMETRY INSTALLER.
6. U/G SERVICE REQUIRED FROM UTILITY TO SERVICE PANEL. ANY UTILITY CHARGES TO BE
PAID BY CONTRACTOR.
7. WIRE SIZE AND CONDUIT SIZE MAY VARY DEPENDING UPON
PUMP REQUIREMENTS.
8. GENERATOR PAD AS RECOMMENDED BY SUPPLIER.
9.CIRCUNS SHALL BE IN DIRECT BURIED RIGID STEEL CONDUIT
A MINIMUM OF 18' BELOW FINISHED GRADE.
14 PUMP CONTROL CABLES AND POWER CABLES SHALL LAY IN A OPEN CABLE TRAY TO A
JUNCTION BOX LOCATED A MIN OF 10' FROM WEfWELL.
COVER
ANCHOF
BY POL
i" CHAMI
#2 (
CADWELD CONN
3/4"x10'-0"
COPPERWELD
GRND ROD
175W HID AREA LIGHT
W/PHOTOELECTRIC
CONTROL
20' TAPPERED
SQUARE STEEL
ELECTRICAL BUILDING SECTION
NO SCALE
LIGHTING FIXTURE SCHEDULE
TOTAL
LAMP P
RR
SYMBOL PE MOUNTING DESCRIPTION DESCRIPTION
BALLAST FIXTURE
TWO (2) 4' TWO TUBE FLORESCENT,

F32T8
75
CEIUNG
SUSPENDED (COORDINATE WITH EQUIPMENT COLUMBIA LUN4-232-EBB-120
UTONIA DM232-120-GEB
0 A WATTS MOUNT DAMP WITH E
U VT2-231DR-120EB81-DL
ONE (1) FIBERGLASS HOUSING. GASKETED, ACRYUC OR
Q
EQUI VALENT
EBB PRISMATIC DIFFUSER, ELECTRONIC BALLASTS
LED EMIT WALL COMBINATION LED EXIXT SIGN
UTHONIA LHW-SN7R120/177
2x6W EMER. 15 MOUNT AND EMERGENCY UGHT: PRESCOLITE XTCJREL-WH
WATTS ABOVE
DOOR WHITE WITH RED LETTERS,
120VAC, W/BATTERY PACK. REMOTE SURE-UTES CCX70-RWH-DH
- HEADS WHERE REWIRED. OR EQUIVALENT
70W MH WET LOCATION LISTED HID FULL CUT-OFF
HUBBELL WMS-70P6 + PDT-i
COATED B0 WALL WALLPACK WITH DIE CAST ALUMINUM SPERO AVLT-WT-70PSMH-120-DBZ + PE
WAITS MOUNT
9' AFF HOUSING, PRISMATIC BCROSIUCATE
REFRACTOR
PHOTOELECTRIC CO
SI NTROL AND
ACCUUTE OT-70PS-120-PC
HX-HPF ,
FULL CUTOFF VISOR
120VAC OR APPROVED EQUIVALENT.
,
.
AUTO- MINI- >
O ?Z oW TRANSFER PUMP POWER ty ww
JTILITY J wo SWITCH C
OL CENTER
p
o
0 ,
I (MTS) pANEL (MPC) w ¢
METER N Z
w W U >-
p 0 0 1- m
12V1x24H 12Wx24H
14WxJ(41
12Wx36H 24Wx36H
_
- -- 24%36N
_ 12Wx361-1

I DUITS SEAL-OFFS
p
TC
O
Rr
REG D.
A
S
N o 4
a e a .a4'. .,
C <^ da
ELECTRICAL EQUIPMENT DETAIL
NOT TO SCALE
1 2'-0" DIA
AREA LIGHT DETAIL
NO SCALE
4l -C pnIIAI IV CPAI Fn
' P10: 2#2, #BG, 1-1/2'
2G, 3
FUSED DISCONNEC
"..VAC. JPH, JW ANSFER SWITCH PUMP CONTROL PANEL (PCP) MINI-POWER CENTER (MPG)
NEMA 4X SS ENC PH, 3-POLE, 200A (IN PUMP STATION) 480 - 120/24OVAC, IPH, 5.OKVA
4- CHAMFER ON
3
FUSE AT 20
T X SS ENCLOSURE
v NEMA 4X SS NEMA 4X SS ENCLOSURE /
A
ALL EXPOSED
ETE EDGES
3: 4#4/0, #2G, J° CONCR
RATOR N NO TE #4NOTE: VERIFY GENERAtOR
PAD SIZE W/GEN ERATOR
NNECT 4,0
v 4, 10 4, 10
<
a
<
a
MFR
, 4P, zaOA
0AI
NEMA 4% SS
?
n
n
ii
n

??l ,
NOTIFY ENGINEER IF SIZE
u °x n n ? ? ? u ? ? CHANGE IS NECESSARY.
?
° Y N N N N
a n n n N N T ?6®12" EW
o
N
a a a i z i N N SECTION AA
ri d 3 •• •• - iv NO SCA
#2 p w a a a i i §
a ° ?
N N GENERATOR PAD
LS LS LS H E NO SCALE
- Y HP HP KW KW

o! PANEL RD,MP BUS: AS CO. RE MAIN BREAKER: 2-P 15 AMP PRi.
25 AMP SEC
2-T1
z N
rt? r SERVICE:480-120 240VAC, 1PH, 38
MOUNTING SURFACE, NEMA 4% RAPNG:5.0
FEED: BOTT KV
OM ,
LOCATION: PUMP STATION
a rc w LOAD P MR CKT BN P LOAD
wz wn AREA LIGHT - - 1 20 1 2 20 1 RECEPTACLE
?? z u v EXTERIOR UGHTS 1 20 3 4 20 1 RECEPTACLES
< RTU 20 1 51 1 RECEPTACLES

BLDG FLOOR z0
S 0 z
0 u p
< 0 N
y..
z NTERIOR UGHTS
I 1 20 7 B 20 1 GENERATOR CHGR TR
aw
? a a o n wa
0 N a a o r¢
w o
= i a
? EXHAUST FAN 1 15 1 9 1101
2 20 1 SPARE
? 2 ma Z 2 W J ? 0 ? 11 1
F < o ?

F F F < ¢x 3 Z c7 ¢
0 w
g w ? PANEL BOARD SCHEDULE
r
> > > y \ r o
n ?nm a o
a i a m
?.. a a u0
NO SCALE
SYSTEM ONE-LINE DIAGRAM
NO SCALE
REVISIONS
°
SOUTH CENTRAL Scale: NTS Sheet No.:
BY DATE DESCRIPTION SYAI. ??`""Z
a?aFE56,os.- * MARZIANO & MCGOUGAN P.A
2 Dale: JUNE, 200
dap 4'"`=
i LAKEVIEW DRIVE PUMP STATION WATER & SEWER DISTRICT

SEAL s _
consulting eng
neers
Drawn: TLM 3F
z ' P.O.BOX 4428.ASHEBORO,NORTH CARDUSA27204 ELECTRICAL DETAILS PHASE 1C-1: WASTEWATER

IN
Phone; 336,629.3931 Fax [phone] Checked: HJM
.?
' Harnett County, North Carolina
Job No
: 27008
. Of:- Verslon:
CABLE MY
1
PORTABLE S.S. HUSi-
54k36" AWL 12' REINFORCED
HATCH BY PUMP CONCRETE SUB
'

CCdWDS IN ENTBB
MANUFACTURER W/V5012
4'x6' BILCO NUM HATCH
CONIC. CABLE TRAY 1/2' EXP
("N-TIGHT)
F
_
MATERIAL
\

ROYUE 1/2" EKP
Ja
FAIN m MATERIAL
OF

Q
e q

W
iN
Q 6" SCRE D

N

7'-0' 9'-0"
24' 8"
Lj4 BUS EW L4-i5 DVG. BARS L_poi3' oc
0 12" OC-T&8 EA CDR T0B-81W
TOP VIEW
MECHANICAL HOBF
BY PUMP MFR. (Ilb>
4'16' BBW NUN HATCH
6* Pvc WTH -TIGHT)
ALUM EARD SCREEN
BOATED @iWE
NEFN
FLANGES
HATCH MANUFACTURER Y ALP.
?R 2' SEWAGE AIR 8, VACUUM
ADVFACnIRER VALVE APCO MODEL 402
N I OR EOU IL
STARAf35 LHi CH4N
x CLIX R:R "
CONDUITS AS REO'D
TO CONNECT TO
CABLE TRAY
4' PLUG VALVE
4' DIP PUMP
4' SNiNG LV

i. DISCHARGE
l
?
p
FLOAT CONTROLS I'
Bill J,

' 4' DIP DRUM WITH
NI WATER ALARM a 138.50 1 FLAP VALVE a VALVE WU.T 4' To 2'
FROM METER uH 6' OF J57 STONE OF GROUT
To BRAIN

LAO PUMP ON EL 138.00
LEAD PUMP ON EL 137.50
AINLESS STEEL WALL BRACKET
FOR GE PIPE SUPPORT.
gS
T AS PER MAlUFACTTRER'S
IIWN
SPECIFICATIONS (MIN OF 3 REOI?iED)
B" PTC INF
SUDUER5181E PULP
INV EL 139.00
PUP BASE SHALL BE FASTENED TO THE
NET WELL FLOOR BY NO LESS THAN FOUR
lNL a 134.36 3/4" STAWLESS STEEL DOLTS. THE DOLTS
SMALL. BE THREADED IMO CONCRETE ANCHOR
INSERTS. WHICH HAVE BEEN CAST INTO THE
BNERT, OR THREADED IN A CWSUtF ANCHOR
BY DULLY, I@TT OR EOIUL THE BOLT SHALL

, DUNE A PULLOUT SRETRH OF NO LESS THAN
M 5000 TBS AND SNA11 BE SUITABLE FOR
VIBRATING EQ P .
6• of X57 STONE WASTEWATER PUMPING STATION
ILLUSTRATIVE SECTION
SECTIONAL PLAN
B'
N a

3' MPT IXACK
DISCONNECT
6'13' REDUCER
EMERGENCY PUMP CONNECTION -
A ?sTRAnI AawT? PRE i
NOTE
L P3 PIPING SHALL BE DIP RESRUINEO \
MW W/ LEG.ALUG.
NOTE TIFF PENERADON E IA6f5F11
A7 NLPPE
S.
6' RUG YALAE
CVSS
CLASS
0
6'x6' lII
0 6' 9B
BEND
ALL PLUG VALVES
PROPOSED B' SHALL BE PULED
FORCE MAN ON AN BCCB BAG
OF SACRETE
EMERGENCY PUMP CONNECTION
NTS
B STRAP
CL O)aCHEM ,OWN I' DA. ANCHOR DOLTS
CIiEN SET IN coo 6" WIN
#3 TES
+4 PLR EA CORNNER
8' WIDE CgNC SET W SUB B.
VIN
CONCRETE PIPE SUPPORT DETAIL
NO SCALE
REVISIONS SOUTH CENTRAL Scale: 3/16"=,' Sheet No.:
BY DATE DESCRIPTION SVfJ.
p.Op6sSRO`.,? MARZIANO & MCVOUGAN P.A
w lJ

LAKEVIEW DRIVE PUMP

WATER & SEWER DISTRICT
Date:
JUNE, 200

SEAL
'
consulting engineers
Drawn:
TLM 3G
m 5
?
'
' STATION DETAILS PHASE 1C-1: WASTEWATER
.§ryHI
;
?Z P.O. BOX 4428 N ASHEBORO, NORTH CAROLINA 27204 Checked: HJM
Phone: [phone] Fax: 336, 629.3932 Harnett County, North Carolina
Job No.:
27008
Of: - Version:

; x`04 SbH Q.= r- 1V1Ht`;L1H1VU kNL 1V11-lTUUlT1A1V r.[]. rnvnvvr%r c iv WATER & SEWER DISTRICT
i SEAL _ consulting engineers PLAN & PROFILE Drawn: KEW PP-04
359]
e O
BOx928
P
AsHesoao
\oa'rxCAROLINA 2720+ PHASE 1C-1: WASTEWATER
.
•
.
, STA 0+00 - 14+00 Checked: HJM
Phonc:336.629.3931 Fax: [phone]
Harnett County, North Carolina

b N
J
27010
o
o.: Of:- Version: ?
-- SUBMITTAL

200

195

190

185

180

175

170

-- 165

- - - 160

SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
WATER & SEWER DISTRICT Dote: AUG 09
WASTEWATER
PHASE 1C
1 Drown: KEW PP-05
-
, Checked: HJM
Harnett County, North Carolina Job No.: 27010
Of:- Version:_
-- SUBMITT.4.

170

- - - 165

160

- 155

-- _ 150

145

140

135

- -- 130

SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
'ATER & SEWER DISTRICT
Dale:
09
AUG

1ASE 1C-1: WASTEWATER
EW
Drawn: KE
W
PP-06
Checked: HJM
Harnett County, North Carolina
Job No.: 27010 1
Of:_ Version:-
coN° I? g
I I r /
I qI ? I i /
?154.21 ? %XX I II .y I,o ., I XXX I I -- Wclmx \
J - --?
xxx E _
"? o ??m I 155.48 155.68 I 15548 ?151.69? / r - - - / /
EXISTING y x N" L IL_ L J 151.29
LIMAS OF CONSTRUCTION& r ( I WATERLINE
- J _ - - I I
(TYP) -
I WATTBORE SJAC e
CLEA INO LINE
.p a `.. . I 95 LFA DIPR 49 iJ N CHECK e --- J
4
. . . . , ?I ( d IN 16' STEEL CASING » 50
O (TYP ? O H u
u
M;
O Z
(5 ?t to QD
_ ( O
J '
__ -_
ADO .- ? 7 - 3iL0-? - ?=? - 2 -k X k- ?? ?'-P-^--_ ? . • ? \
800
_. - 1-- -- - - _
t1
o. 11tD0 J' ?>
??__ ___ _ SS MH #itSANDCLAYROAD(SR 2061)•60tRh? •S.S. M.H.#13 - ---? -- SS MH -_---" \
II
__--'-W"'--14'MIN. .#ib 1 _ 10+-00
/o . . . . . . . . . ht. tSANDCLAY ROAD(S.R. 2051)-67 RhV
., _ - -- -
S\.S,,M.H.#15
L? - I-I. Ili'; P 4 d: -X 2 -.- -.- 0 /- ??x 7 - _----? -
EXISTING?
r- .? WATERLINE I I ( I
isE7 ExiaTING6°
L.PJ 753'8 WATERLINE
153.18 F _I F_
r
- 8 155.48 r , F I _ I - r
L J i 154.3 I `- 754-7
J L_ J I I 152.29 152 39 I I xxx 152+59 r 153.14
154.68 L I L_.--( 1 I L --J 153.09 I L- ? r
? ? ? ? I I ? i i I I I
? ? ? I t I I I ? I i I
NOTES'
i)ALLDRIVEWAYS STREET CROSSINGS TO BE
OPEN CUT ANO PATCHED TCHED UNL UNLESS SS SHO SHOWN OTHERWISE. P rLAN 'v t
PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 1e' RCP. SCALE: 1 50' H.
37 SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY 1 = 5 V.
- _ 2N
165Sq" - m 165
0, 10
m -?, adar l3A
0
160 x?nm = ?,FO _ 5N EXCEL MATTING 160
n ?
4, CHECK Dn?r? - ?.. ...?
a ^
t S
? f o
wo Y,
-NNI-__0 _ tnnV-O .nrN N$ ___. N?O?? (50 (Tll, - 1
I-oZ2? X'F00 ?1 011, - EX. GRADE-, „?.
-
__o - -
155 155
Ex GRADE-T - - - -
L - --- --- --- -
V
-- - 150
150 - - -
111 WATER 145 124 LF -- - - -- - - - 145
A' SDR35 PVC S.S. ---
- - - 95 LF B'DIP ---
IN-1S'STEELCASING
--
140 - - 140
135 - - -- 135
130 - - - - 130
125 - - L12
0+00 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 11+00 12+00
REVISIONS SOUTH CENTRAL SCUIe: AS SHOWN Sheet No.:
DY DATE DESCRIPTION SYAI. •pQoBesol?y , MARZIANO & MCGOUGAN, P.A. SANDCLAY ROAD Date: AUG 09
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES c ZryA' 9,7 WATER & SEWER DISTRICT
SEAL consulting engineers Drawn: KEW
PLAN & PROFILE PP-07
F Zr r ' F.O. BOX 4428 ASHEBORO, VORTH CAROLINA 27204 PHASE 1C-1: WASTEWATER
` N Checked; HJM
Phonc:336,629.3931 Fax: [phone] STA 0+00 -14+00 Harnett County, North Carolina Job No.: 27010 1
Of:- Version:-
mT
• •• S.S. MA. #23
I � �
S.S. M.H. #6 I / ,,,V
• t o I S.S. M.H. #16 1.+xp0
a' BORE & JACK
4 9 ^�D
143 LF 8"DIP 49ry1``�V
• IN i6" STEEL CASING
INLET PROTECTION(TYP) e /\!// \ \/ "-�•% /
60 ,I LIMITS OF CONSTRUCTION &
20 `7 CLEARING LINE (TYP)
.`A/• �� 7`Op, N'- _-• S.S. M.H.#17 \� j uL\
i
2a0 S.S. M.H. #21
i
Exlsr . S.S. M.H. #19
WATERLINE
/ Tau
N RAY ROAD (S.R. 1121) S.S. M . #18 C � � .w HECK DAM TVP)
(
4
60' R/ / c �' "RLy� tea. - 6t , • 50
VJ
+00 8+00 _ _ 1211' 00'
RAY .
I -
M.H. #20
--d- - -�-i-'_ - "-." —� I J. - _. _ _ 1
I I / 20' PERM. 0'TEMP.
CONST. ESM
S.S. ESMT.
rA—
NOTES: ' / -.. _- _ _ _ _1_ _ _
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE Q�
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE. PLAN UC. PROFILE CO10' TEMP.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS NST. ESMT.
WITH 18" RCP.
3)SANITARY SEWER LINE IS TO BE LOCATED A SCALE 1' = 50' H. TYPICAL EASEMENT DETAIL
MINIMUM OF S INSIDE All PUBLIC RIGHTS OF WAY 1 ' = 5' V. (v op
+ _
220 N x m r° 0 220
S'*.=ming vi la...p N7
1 (V
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215
-
210
205
200
195
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190
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180
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0+00 1+00
2+00
REVISIONS
„
BY DATE
DESCRIPTION
SYM.
O:''4ESS�p
TLM 13/09/101
ADJUST LOC. DEPTH OF VARIOUS
LINES
c ?'yeo
ice:' SEAL
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
IotaMARZIANO & MCGOUGAN, P.A.
consulting engineers
P.O, Box 4428 • ASHEBORO, NORTH CAROLINA 27204
Phone: [phone] Fax: [phone]
215
210
205
200
195
190
185
180
SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
RAY ROAD WATER & SEWER DISTRICT Date: AUG 09
PLAN & PROFILE PHASE 1C-1: WASTEWATER Drawn: KEW PP -08
STA 0+00 - 14+00 Checked: HJM
Harnett County, North Carolina Job No.: 270101
Of: Version:_

I
NS
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m= m
m LIMITS OF CONSTRUCTION 8 " 11 EXISTING 6
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/
S.S. M.H.#24
//
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OPEN LCUTADAATCHED UNLESS SHOWN OTHERWISE. Q
PEAK CJC. PROFILE
fOTEMP' J
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS CONST. ESMT.
WITH 18°RCP. SCALE: 1 " = 50' H.
3) SANITARY SEWER LINE IS TO BE LOCATED A
MINIMUM OF BINSIDE ALL PUBLIC RIGHTS OF WAY
= 5' V TYPICAL EASEMENT DETAIL
245
245 .

240
m 240
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14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
RFVIS10NS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM.
z;p 7- , MARZIANO & MCGOUGAN P.A.
+ RAY ROAD
WATER & SEWER DISTRICT
Dale: AUG 09
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES
i= :SEAL' ;

consulting engineers
PLAN & PROFILE
Drown: KEW
PP-
09
3690 PHASE 1C-1: WASTEWATER
P.O. Box 4428. ASHEBORO, NORTH CAROLt.NA 27204 rip
STA 14+00 - 28+00 Checked: HJM
Phone: [phone] Fax: [phone] Harnett County, North Carolina Job No
: 27010 ?
. Of:- Ve rsion:-
? J
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S.S. M.H. #32
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LIMITS OF CONSTRUCTION 8
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1) AL DRIVEWAYS AND STREETCROSSINGS TO BE OPEN UT AND PATCHED UNLESS SHOWN OTHERWISE. PLAN & PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 18'RCP. cI?A1 C-_ i L --
20 PERM, 10'TEMP.
S.S. ESMT. CONST. ESMT.
- F* -
10' TEMP.
CONST. ESMT.
TYPICAL EASEMENT DETAIL
t
T`r \ H \ \ PASS AROUND PASS AROUND
15" CULVERT S S M H #37 18" CULVERT
S.S.M.H #36
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LIMITS OF CONSTRUCTION 8 SILT FENCE(TYP) 60 , ` / - \ B.S. MH #34 - 'y 3+4(1(1
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NOTES:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE. PLAN & PROFILE
2J IF NECESSARY, REPLACE DRIVEWAY CULVERTS --
WIITH18'RGP. SCALE 1" = 50' H.
3) SANITARY SEWER LINE IS TO BE LOCATED A
MINIMUM OF S'INSIDE ALL PUBLIC RIGHTS OF WAY 1 = 5 V.
260 260
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REVISIONS LAKEVIEW DRIVE OUTFACE SOUTH CENTRAL Seale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. sro?j, IoMARZIANO & MCGOUGAN1 P.A. Date: AUG 09
TLM 3/09/10 ADJUST LOC./DEPTH of VARIOUS MNES??¢= PLAN & PROFILE STA 28+00 - 35+36 WATER & SEWER DISTRICT
SEAL I . consulting engineers Drawn: KEW PP-13
atm, °y= CREEKSVILLE CHURCH RD PHASE 1C-1; WASTEWATER
.Z P.O. BOX X929 ? ASHEBORO, NORTH CAROLINA 2720 Checked: HJM
Phone:, 136.6293931 Fax: [phone] PLAN & PROFILE STA 0+00 - 4+59 Harnett County, North Carolina
e. , r- I Job No.: 27010 Of:- Version: 1-1
. JIJ
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1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE,
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 18" RCP.
3) SANITARY SEWER LINE IS TO BE LOCATED A
180 MINIMUM OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY
[175
?
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2V PERM. is TEMP.
S.S. ESMT. CONST. ESMT.
ml
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PLAN & PROFILE
SCALE 1 50' H.
15'V.

A 180
175
165 1
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160 s ? ?? - -
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140 - - -

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135 -- - -- --
0+00 1+00 2+00 3+00 4+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheei No.:
BY DATE DESCRIPTION sYM.
D
ES MARZIANO & MCGOUGAN P.A. RALEIGH DRIVE OUTFALL
WATER & SEWER DISTRICT Dote: AUG 09
TLM 3 09 10 ADJUST LOC. DEPTH OF VARIOUS LINES 'OF
t? a
L • 1 PLAN & PROFILE Drown: KEW P P -14
SEA
= consulting engineers PHASE 1C-1: WASTEWATER
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li
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aro
Harnett County, Nort
Job No.: 27010
Of:- Version:

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CUT AND PATCHED UNLESS SHOWN OTHERWISE LA V
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3+00
4+00 5+00 6+00 - _
7+00 8+00 9+00 _
10+00 11+00 12+00 13+00
14+00
Scale: AS SHOWN Sheei No.:
REVISIONS SOUTH CENTRAL

BY DATE DESCRIPTION SYM. ?`apofl4ESSl??% , MARZIANO MCGoUGAN, P.A. CAPITAL DRIVE WATER & SEWER DISTRICT Date: AUG Dg

TIM
3 09 10
ADJUST LOC. DEPTH OF VARIOUS LINES 9.
o a ?:9 =
PLAN & PROFILE
Drown:
KEW
-15
PP
SEAL
' consulting engineers PHASE 1C-1: WASTEWATER
9,
690 , '
P.O.BDX+42S.A5eEBDAD,NORTH CAROLINA 27204
STA 0+00 -14+00
Checked:
HJM
3911 Pax 376.629.1932
629
Phone; 336 Harnett County, North Carolina
b N
J
27010 1
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o Of:- Version:_
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ATERLWE

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PROFILE
WITH iS"RCP.
3) SANITARY SEWER LINE IS TO BE LOCATEDA -- - -
SCALE: 1 -- --
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MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY 215 1„ 5' V.
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
SOUTH CENTRAL Seale: AS SHOWN Sheet No.:
REVISIONS ,,,..°..,, RALEIGH AVENUE
BY DATE DESCRIPTION SYM. £oO?Aess o?l?°s Io P
A
MARZIANO MCGoUGAN WATER & SEWER DISTRICT Date: AUG 09
,
9 .
.
, PLAN & PROFILE STA 0+00 - 9+87

TLM
3 09 LO
ADJUST LOC. DEPTH OF VARIOUS LINES
t?7
c
Drawn: KEW
P P 6
PP-16
= SEAL ta Consulting engineers
CAPITAL DRIVE
PHASE 1C-1: WASTEWATER

;d
' CAROLINA 27204
P.O, BOX a?28 ? ASIiE00R0, 'NORTH Checked: HJM
r
...N E
Phonc17 6 62 93931 Fax: [phone]
PLAN & PROFILE STA 14+00 -15+09
Harnett County, North Carolina
70
0
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Job No.: 2
1 Of:- Version:

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NOTES: 1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE PROFILE
PLAN &
OPENCUTANDPATCHEDUNLESSSHOWNOTHERWISE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH19'RCP --
SCALE: 1" H.
- SUBMITT
.
3) SANITARY SEWER LINE IS TO BE LOCATEDA 210 240 1 - 5 V.
210 MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY
?l EXCEL MATTI
5
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235
m
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165
0+00 1+00 2+00 3+00 165
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
Seine: AS SHOWN Sheet Ho.:
REVISIONS SOUTH CENTRAL
' G 09
BY DATE DESCRIPTION SYM. .
a °Fessr°ti..,: (
* MARZ1ANO &`' MCl7OVC7AN1 P.A. S CHAPEL
LOU WATER & SEWER DISTRICT Dale: AU
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES ? :¢p 9',:?
PLAN & PROFILE
Drawn:
KEW PP- 17
SEAL ' consulting engineers PHASE 1C-1: WASTEWATER
P.O. BOA 4428 ASHEBORO, \ORTH CAROLINA 27204
STA 0+00 -14+00
Checked:
NJM
3931 Fax: [phone]
336
629
Phone Harnett County, North Carolina :
b No
J 27010
.
.
, .
o Of:- Ver sion:

NOTES: I
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 18' RCP.
3) SANITARY SEWER LINE IS TO AE LOCATEDA
MI IMUM OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY

255 -

250

245

240 rll
16 ?0N'
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235 EX. G -
` KA:MATTiN
230 -
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MATTING
PLAN & PROFILE
SCALE: 1"
1 5'V.

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NQ4 :.. :..
:)
Ho - - -

CI1FG DAM, --- --

225 - - -
220 - -
215
- - -
14+00 15+00 16+00
REVISIONS
DY DATE DESCRIPTION SYM. O4pE5B,Q`?? ',
:Z. 3 09 10 ADJUST LOC. DEPTH OF VARIOUS LINES ?{.: po ..
' SEAL;
17+00 18+00 19+00
Veto MARZIANO & MCGOUGAN, P.A.
' f consulting engineers
P.O. BOX++28. ASHEBORO,, NORTH CAROLINA 2720+
Phone: [phone] Fnx:336.629.3932
SUBMITTAL
215
SOUTH CENTRAL Seale: AS SHOWN Sheet No.:
LOU'S CHAPEL Date: AUG 09
WATER & SEWER DISTRICT Drawn: KEW PP-18
PLAN & PROFILE PHASE 1C-1; WASTEWATER
STA 14+00 -18+51 Checked: HJM
Harnett County, North Carolina Job No.: 27010 Of:- Version: 1
? n;rl
l
,

/ EXISTING
WATERLINE o
M.H. #80
? 6,S. M.H.#52

NDER
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LIMITS Of CONSTRUCTION. /
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IE
???? PI\OF?L.E
Y) IF NECESSARY, REPLACE DRIVEWAY CULVERTSLVERT.
WITH 1V RCP.
SANITARY SEWER LINE IS TO BE LOCATEDA
3

SCALE: 1 = 50 H.

-- SUBMITTAL
)
235 MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY 1 = 5 V.

230 - 230 245 245

225 240 240
225

235
ff 235

220 `o
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195
210 210
195 -

190 - - -

-

-- 190 205_ - -
205
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
REVISIONS SOUTH CENTRAL Seale: AS SHOWN Sheet No.:

BY DATE DESCRIPTION SYM. ,
P.A.
MARZIANO & MCGOUGAN
OAKS DRIVE WATER & SEWER DISTRICT Date: AUG 09
TLM 1 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES AaQpE551

pH(r,J„
'Z;'R' >;?_: , PLAN & PROFILE Drawn: KEW
-19
PP
SEAL consulting engineers PHASE 1 C-1: WASTEWATER
36. 5=
. , P.O. BOX 4428. ASHEBORO, NORTH CAROLINA 2720
STA 0+00 - 8+61 Checked: HJM
??N p 629
3932
3931 Fax: 336
Phone: 336
629 Harnett County, North Carolina j
, ? .
.
.
. Job No.: 27010 Of:- Version:-

-
,? 2 +, I 207.47 1
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0
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EXISTING { { 57.1 4
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5
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NOTES:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.

LAN ' "-' PROFIL

E
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS

.
WITH IV Rep

SCALE: 1 = 50 H.

SUBMITT
3) SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY
1" = 5
V.
240 270 - 6?
240 „

n n

nor 265 265
235

- - 0 260 260
230 -

225 5
25 255
225 . -CIIECKOAM
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-- - --
--
-
- - - 195 225 - - - - - 225
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0 0 2+0 0 3+0 0 4+0 0 5+0 0 6+0 0 7+0 0 6+0 0 9+0 0 10+00 11+ 00 12+ 00 13+ 00 14+ 00
,
S SDft 35 PVC B.S.
REVISIONS ,,,„ SOUTH CENTRAL Sole: AS SHOWN Sheet No.:
,,
BY DATE DESCRIPTION SYM. 4a8ESS<:?.; P.A.
, MARZIANO & MCGOUGAN J AYLIN BOULEVARD
WATER & SEWER DISTRICT
Date:
AUG D9
TLM 3/09/10 ADJUST LOC./DEPTH OF VARIOUS IJNES ,
'sEnL q '': ' = , LAN & PROFILE Drown: KEW PP- 20

y consulting engineers P PHASE 1C-1: WASTEWATER
°?'e asso
c P.O.BOX4428?ASHEBORO,NORTHCAROLINA 27204 13 46
STA 0+00 Checked: HJM
3931 raX 336
629 3932
Ph
336
629 - North Carolina
Harnett County
.
one:
.
. , Job No.: 27010 Of:- Ver sion:--L

/ - Q hEXISTINGV EXISTING4' 0
J \ EXISTING 4\ ?WATERLINE \WATERLINE_ ?q- -?\ - "- - - - - -
WATERUNE
L v 8 -,
- - - - - - - - - - - - - - -
-
J L----
:Nv --- NC HIGHWAY 210 100'HA'4 --------------
N - --
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0 & JACK 175 i6, /
/' / 9 ! ! 5. 49 1 1 B.S. M.H,#93
50 LF LF 6° DIP i i 134
'IN 16' STEEL CASING ', -
LIMITS OF CONSTRUOTIONB? r ?? 12tpp - ./?/?
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S.S. ESMT. CONST. ESMT.
101 TEMP.
CONST. ESMT.
TYPICAL EASEMENT DETAIL
G
S6 MH#92 - Ate" / _ _----
/
NOTES
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN MSE,
PLAN ^ &
PROFILE
2) IF NECESSARY, REPLACE CE DRIVEWAY CULVERTS
"
WITH IS
RCP.
3) SANITARY SEWER LINE IS TO BE LOCATED A
' -
SCALE: 1
= 50 H.
MINIMUM OF 5
INSIDE ALL PUBLIC RIGHTS OF WAY 1" _ 5' V --
-- SUBMITTAL
-
_- ?, - -- -
170 - -.-. mb fi0 EXCEL MAI TING
E
1y
185 185
-- -

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--- _ -7iYP1
l X. GRADE
165 - 165 180 m 180

160 ° m &
- - 160 _7 iaaNF
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D- 2
2U-.- 175
0 Li
155 = 155 170
N 170
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150 N r3o r
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145 a-

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160

160
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-
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140
140
155
50LPe•
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-- --
-
155

---
--
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-- - - i05 LF_
135 -- - - -- 135
SDR 35PVCS5
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0
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---
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150
_ _
.
8' SDR 35PVCSS. -_ -. -
130 - - -- -- - 130 145 -- -------- 145
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. 5
°
` , MARZIANO MCGOUGAN P
A HIGHWAY 210 Date: AUG os

3/09/10
ADJUST LOC./DEPTH CF VARIOUS UNES
; t'_:aR 9?iv =
°
° .
.
1 WATER & SEWER DISTRICT
;
SEAL
consulting engineers
PLAN & PROFILE
Drawn: KEW
PP-
21
6m 5
-?
PHASE 1C-1: WASTEWATER

F : P,O,BOX4428. ASHEEORO,VORTHCAROLINA 27204
STA 0+00 -14+00 Checked: HJM
Phone: 336, 6293931 Fax: 336,629.3932 Harnett County, North Carolina
° - Job No.: 27010 Of:- Vers ion:
LIMITS OF CONSTRUCTIONS
'? - - CLEARING LINE(TYP)
'------- 5D INLET PROTECTION (TYP)
-? -- _--_ - ?' - ?? - _
- -' . ' NQ HIGHWAY210•1000
- - - i_- - ' - -
1 _
- ?--------
I '
y?"s ?ep0 i X xr X 'X_x, -r z+?uo ---- ----
-
23? a -----
a,? -71 - '- _---24+00-, -. -----
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CHECK
6.8. M.H. #987 ?26+pp
50
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S.S. M.H.#968 14
S.S. M.H.#96 PASS UNDER
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J/
-r' SILT FENCE(TYP) 50 S.S. M.H.#99
i
3+00
S3. M.H. #95
20' PERM. 10' TEMP.
S.S. ESMT. CONST. ESMT.
B.S. M.H. p84 I
I ? I I I / ,i
10'TEMP
NOTES:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE

OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.

YPICA CONST. ESMT.

L EASEMENT DETAIL 9

P?/'j/? h ?f (D„j
_

' PROFILE
___
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 16" RCP.

3) SANITARY SEWER LINE IS TO BE LOCATED A SCALE: 1

1 = 50 H.

" = 5 V.

-- SU

BMITT

AL
MINIMUM OF SINSIDE ALL PUBLIC RIGHTS OFWAY it ?? rv ----
- _- _ -'! ?N O - S NN N
N F
-
4 EXCEL ?
tATTIN u) . 5
0':
215 ?

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190 N NL--0 ?-

EN AMATTING.
210 210
185

S }yjON_
L
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j
205
205
180 ml-_0

175 175 200 m
m - 200

__ _ = Nm m
-
- - --
170 n
19 )CHECKDAM, vr o _ 95
1
170 5:i
0- L1.F
6 - ' 190
165 - -

160 - 185
160

155
-
155 180

150 175 - 175
150
-- : - -
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
Scale: AS SHOWN Sheet No.:
REVISIONS SOUTH CENTRAL

BY DATE DESCRIPTION SYM.
°OQ.ofESSipN,?,y; MARZIANO & MCGOUGAN P.A.
10 , HIGHWAY 210
WATER & SEWER DISTRICT o°t0-: AUG os
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES Q ''t ,E
SEAL It
PLAN & PROFILE
Drown: KEW
- 22
PP

,
34? °y I
consulting engineers
PHASE 1C-1: WASTEWATER
''N f PO60X+426.ASHEBORO,\DRTHCAROLINA 27204 STA 14+00 - 28+00 Checked: H??
CI 3931 Fax: [phone]
Phone: 336
629 Harnett County, North Carolina b N
J
27010 1
.
. o.:
o Of:_ Version:-

1
I 219.iD
L-J
7
p f? - EXISTING B°
- - - - - i WATERLINE
------ - ?A - -L -- _--? '- --
NC HIGHWAY 210-.a0'R14V -
___
2,00 _ -. 000 - -30+
S.S. M.H. #100
LIMITS OF CONSTRUCTIONS
CLEARING LINE (TYP)
/ CHECK DATA 4
(TYP) 50
NOTES'. 1
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.

PLAN & &
PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS --------- ---------
WITH
1B'RCP.
SCALE: 1
= 50 H.
3
SA
)SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF EINSIDE ALL PUBLIC RIGHTS OFWAY
1
- 5 V
.

235

230 ?< -
a
"!ro

225 - -

- CH€OKDAh4 s'1.
50 - -
-
- -
- (p ENKA MATTING - -.: -.'- -- -.
220 5°,
-
EX
GRADE=

215 - -

210 - -

205

200 -- °

195 - - - -

28+00 29+00 30+00 31+00 32+00
REVISIONS
BY DATE DESCRIPTION SYM. °¢'?d CAgO<q- A
P
MARZIANO & MCGOUGAN
,
;
p.p4e55iati.;P2 : .
.
S

TLM
3 09/10
ADJUST LOC. DEPTH OE VARIOUS LINES Z!P
_ .a c?
SEAL - consulting engineers
P.O. BOX 4428 ASHEBORO,, NORTH CAROLINA 27204
' Phone: 336.629,3931 Fax:, 336.6293932
a

HIGHWAY 210
PLAN & PROFILE
STA 28+00 - 31+30
-- SUBMITTAL

235

- 230

225

220

- 215

210

205
200

- - - 195

SOUTH CENTRAL Scale: AS SHOWN Sheet No:
WATER & SEWER DISTRICT Date: AUG 09
WATER Drawn: HJM PP-23
PHASE 1C-1: WASTE Checked: KEW
Harnett County, North Carolina dab No.: 27010 OI;_ Version:

y
d
to
v+?j0

PASSAROUND
/

j i 24" CULVERT 40 LF SILT 2

FENCE ITYPI 50
LIMITS OF CONSTRUCTION 8

- - CLEARING LINE (TYP) CHECK DAM(TYP) e
B.S.M.H.#101 '
, 50 S.S.M.H.#103
#101
3H.
?

0+60 1,00
x 2;00, . .
f0{OO?a A? 4+00 5+00 6100 . . .
7,00 6+00 8r 7

DOGHOUSE M
H _-_ d ? 1J ... ? _ ? 8
.
. ,
RAMBEAItT ROAD(S.R. 1124)-60'R/W o

W- W

EXISTING 6"
WATERLINE
'4,

NOTES
f) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 10" RCP
R/
A / `fi? I V &
PROFILE
.
3)SANITARY SEWER LINE ISTOGA
MINIMUM OF 5'INSIDEALL PUBLIC IC RIGHTS OF WAY
SCALE: 1
= 50 H.
1 5'V.

180 - 180 205
-- --------_ - : -- -_ Ex. GRADE- - -
175 °' - 200- s og
-- a - z n .- o ---- -- - ??

- a
-
mQa'?
-.
-
00
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N
rp?

170 ----- = 19.5
-

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165 - -0 00*0 - 165 190 - ( TAP) -
-
_ - ? ? eNKArnnTnNC? -
160 - = -- 160 185N? so
- -- r _

155 155 180
eo*

150
-°- - -
-- --
--- - -
950 - -
-
_

145 - -- - -- 145 - -

140 140- -165 - -- - - -
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
REVISIONS
BY DATE DESCRIPTION SYN. ;•°aQ.?,
ESS ?L?y; , MARZIANO & MCGOUGAN
P.A. RAMBEAUT ROAD
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES C
9r`f'7 ,
SEAL consulting engineers PLAN & PROFILE
.>,,F acso NORTH CAROLINA 27204
O
Box4428 r ASHEBORO
I P
,
.
. STA 0+00 - 8+27
Phone: [phone] Fax: [phone]

-- SUBMITTAL

205

200

195

190

185

180

- 175

-- -- 170

- -
165

SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
WATER & SEWER DISTRICT Date: AUG 09

WASTEWATER
PHASE 1C
1
Drawn: HJM PP-24
-
: Checked: KEW
Harnett County, North Carolina Job No.: 27010 1
Of:- Version:_
I jml`Z Y (
i=
NOTE: INM.H.#S,CONTRACTOR IS TO CONSTRUCT 2 DROPS FOR PHASE 1C-2

L
190
65
t
'
3Nb7/
.
.
AND SHOOT STUB PUT AT INV, E
PHASEIBI CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN
9 ,-
VI
i IoO/i 44'PERM, 10'TEMP.
CONST ESMT
GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE
PROJECTTHAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION IBLF-18"RCP 105 TEMP. CONST
2FES ENTRANCE S.S. ESMT. 15
.1
Yry I? + -S
S
M
H
95 -` - -
?
POINT AT PUMP STATION NO. t AND FROM HAYES ROAD TO THE CONTRACT // .
,
.
.
-
?
.. 4gr00
I I I -
lD5
DIVISIONPOINTATPUMPSTATIONNO.2. THIS WORK WILL BE COMPLETED, `
• •
i ,,?
TESTED AND ACCEPTED BY OWNER WITHIN 120 DAYS FROM THE NOTICE TO
PROCEED THE PHASE ICI CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS
10'00 ORIVE
'
UMP STATION FORHISUSEDURING CONSTRUCTION OFPUMP 12,.ACGESS ACCES
S DRIVE
12
FORTHEP
ASE 101 CONTRACTOR WILL MAINTAIN AND REPAIR ALL 9.00 I
1

STATIONS THE PH
DAMAGE TOACCESS ROADS DURING HIS CONSTRUCTIONAND WILL BE -_-
__
? I I 1
I RESPONSIBLE FOR THE FINAL ACCEPTANCE BY OWNERAS WELL AS ANY
•.?'• /'
?
28' 1UTEMP
l II
l REQUIRED REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD. ?•
/
'
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ESMT
CONST
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PHASE ICI CONTRACTOR WLL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO THE i
.
•
8'k8'TEE
?•
•? .
.
I
I
GRAVITY SEWER AND FORCE MAIN ALONG ACCESS ROAD. ?
2-8" PLUG VALVE .
II 'i TYPICAL EASEMENT DETAIL
/
/ PHASE IBI CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED REPAIR &CI BOX
?• S.S. M.H.#4 PASS UNDER N
?•o'#
i?
• WORK ON THE FORCE MAIN AND THE GRAVITY SEWER LINES ALONG ACCESS
ROAD DURING WARRANTY PERIOD. ANY DAMAGE DONE TO THE ACCESS ROAD BY 78 Lf -18"RCP oo , A; 'E%.3?RCP

"FE5
2 ?' I1
\' ?%
\

PS #1
8
PHASEIBI CONTRACTOR IN WARRANTY REPAIR WORK TO THE GRAVITY SEWER
LINE OR FORCE MAIN WLL BE REPAIRED BY THE PHASE IBI CONTRACTOR. E

105 J
PROP. i6' FORCEMAIN

'

4
cam. Esm.?' ° ?coun. Esm.?

III
BETHEL BAPTIST RD.
S PUMP STATION 8"FORCEAIAIN-
TWN 18 LF-36'RCP'S PROP -
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X-X BILTFENCE (TYPJ
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180
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/

175
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-
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- 170
170 --
- --
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00 4+ -
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00 6+
00 7
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00 10
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+00 12
+00 13
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+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

BY GATE DESCRIPTION SYN.
? MARZIANO & MCGOU P.A.
GAN RAYNOR RD FORCEMAIN WATER & SEWER DISTRICT Date: JUNE, 2009
p:?ppessroN,
y;
`
` ,

PLAN & PROFILE

rawn: T M
PP-14
SEAL
S consulting engineers PHASE 1B-1: WASTEWATER
ar Asa y;
' P.O.Box4428•ASHEBORO,NORTH CAROLIN.A27204
14+00
STA 0+00 Checked: HJM
_
F 629
3932
3931 Fax 336
629
336
Ph - Harnett County, North Carolina

7 .
,
.
one:
. Job No.: 27008 Of:- Version:
.I „
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\
NOTE, \
CONTRACTOR TO GRADE ACCESS ROAD \
TO FIT EXISTING GROUND ELEVATIONS.
STORM WILL BE INSTALLED AS NEEDED 1
AND PAID FOR AT BID PRICE PER LF.
t
t
CONTRACT t h
DIVISION ! 78 LF
18"RCP 1pC
2FE3 SILT FENCE (tYP) .--?
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PS t# 105 ? _ ? •
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HAYES ROAD 24 LF
PUMP STATION 18' CP !\•- a
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SEE SHEETS /
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,S..MH.#72 NOTE: INM,H#S, CONTRACTOR IS TO CONSTRUCT 2 DROPS FOR PHASE IG2
? AND SHOOT STUB PUT AT INV. EL. 190.65 M.H.#15
PHASE IBt CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN,
LUMP SUM PUMP UNITPRICE GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE
STA ON CT CONTRACT V .... V )p`.
PHiC1 PH 1BI PROJECT THAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION - \ /? •\ AQC?SS '
POINT AT PUMP STATION NO. t AND FROM HAYES ROAD TO THE CONTRACT ,
DIVISION POINT AT PUMP STATION NO. 2. THIS WORKWLL BE COMPLETED,
TESTED AND ACCEPTED BY OWNER WTHIN 120 DAYS FROM THE NOTICE TO s \
PROCEED. THE PHASE 1C1 CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS
FOR THE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP ?•• ?? •\ ?•,qy,-?+"-Ott"'-'?..-
STATIONS. THE PHASE ICI CONTRACTOR WILL MAINTAIN AND REPAIR ALL I \\ ,ice LIMITS OF CONSTRUCTION& \
DAMAGE TO ACCESS ROADS DURING HIS CONSTRUCTION AND WILL BE / 'CLEARING LINE(TYP) -
RESPONSIBLE FOR THE FWAL ACCEPTANCE BY OWNER AS WELL AS ANY \
REQUIRED REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD.
---
PHASE iCt CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO THE S.S.M.H.A16 S.S. M.H. #17
GRAVITY SEWER AND FORCE MAIN ALONG ACCESS ROAD.
PHASE IBI CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED REPAIR D,, \• //'?-•??
1 WORK ON THE FORCE MAIN AND THE GRAVITY SEWER LINES ALONG ACCESS PLAN & PROFILE \\
ROAD DURING WARRANTY PERIOD. ANY DAMAGE DONE TO THE ACCESS ROAD BY
PHASE I BI CONTRACTOR IN WARRANTY REPAIR WORK TO THE GRAVITY SEWER SCALE: 1 = 50 H.
LINE OR FORCE MAIN WILL BE REPAIRED BY THE PHASE IB1 CONTRACTOR. 1 = 5' V. -- SUBMITTAL
175 w 175
- - --
>
_ xlo ao ml¢c-°? m
170 a - N m _ o
TI w 170
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m.
MIN. 3'
165 M?m PROP RADE COVER - 165
- -- - - -
;azo
EX. GRADE
160 160
---- - PROP 18" RCP --
._ •100 Y . Fl; "I,. :. d
. . . . .
155 ? PROP 16 RCP 155
PROP, 16 RCP _ • _ -
150 -. p OP.-06" FOPCEMAIN - - -_
- - - 150
145 411 Lf_ Qa 0.15%
247 LF ---Q O.15% - - 2304 s _ 341 LE @ 015% - 15' s R 21 PVC S.S. 145
14 LF @ 0.15Yo - 7Y SDR21 PVC S.S_ - - 15-
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140 ------ 15' SDR2-I-PVC S.S. --
- - - 140
135 - - 135
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
REVISIONS SOUTH CENTRAL Scale: ASSHOWN Sheet No.:
BY DATE DESCRIPTION SYAI. o`apS.4e5Sp0(?.,
VeMARZIANO &z MCGOUGANT P.A. HIGHWAY 210 OUTFALL WATER & SEWER DISTRICT Date. JUNE 2009
rLM 3/10/10 ADJUST Dlsr. LIMITS SEAL?.y.B '
n y` consulting engineers PLAN & PROFILE PHASE 1 B-1: WASTEWATER Drown: KEW PP-17
P.O. Box 4426. ASHEBORO, NORTH CAROLINA 27204
Checked: HJM
Phone [phone] fax [phone]
STA 0+00 -14+00 Harnett County, North Carolina Job No.: 27008 1
Oh- Version:_
6 18 LF -
ICS 18-RCP
? 105 18?RCP
wt 2 FE3
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?

• AND SHOOT STUB PUT AT INV. EL. 190.65
PHASE IBI CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN, S.S. ESMT.?? CONGT.ESMLI i1
?, ?l
GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE - - - - - - i i, I
PROJECT THAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION Jr
(
POINT AT PUMP STATION NO, I AND FROM HAYES ROAD TO THE CONTRACT z
+
DIVISION POINT AT PUMP STATION NO. 2. THIS WORK WILL BE COMPLETED, 12' ACCESS DRIVE
3 o
TESTED AND ACCEPTED BY OWNER WTHIN 120 DAYS FROM THE NOTICE TO
. 3.

I
PROCEED. THE PHASE 1C1 CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS _ - - - - - - - -
smas L
I
FORTHE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP - - uvec 1
STATIONS. THE PHASE ICI CONTRACTOR WILL MAINTAIN AND REPAIR ALL J
29' 19TEMP. wTe,
a'+ec -o TaFTTI-I is ?I
DAMAGE TO ACCESS ROADS DURING HIS CONSTRUCTION AND WLLSE CONST. ESMT. sTa+c w-- owaxwwrnn.
rs a
RESPONSIBLE FOR THE FINAL ACCEPTANCE BY OWNER AS WELL AS ANY rs' xmc Lacx vaoalr - aI eae ma
ssuwes¢e CALM. -- --.7c
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REQUIRED REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD.
TYPICAL EASEMENT DETAIL a1
L.I
IXE
uL mores wcxuort s TO eew 'Aj
R uL euros um? n suarc wau • i
.
PHASE 1C1 CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO THE .
E
?£
NOTE: GRAVITY SEWER AND FORCE MAIN ALONG ACCESS ROAD.
CONTRACTOR TO GRADE ACCESS ROAD
TO FIT EXISTING GROUND ELEVATIONS.
STORM WILLBE INSTALLEOAS NEEDED PHASE IBI CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED REPAIR

E

I
i
I
j uII 11
a IE
AND PAID FOR AT BID PRICE PER LF. SEWER
WORK ON THE FORCE MAIN ANDTH
i
ANY DAMAG
I
ING WAARRANTY PERIOD. ANY DAMAGE DONE DONE TO TO THE THE ACCESS CESS ROAD BY
ROAD DUR N
EPAIR WORK TO THE GRAVITY SEWER
I?I,N I n &
PL
PROFILE
PHASE IBI CONTRACTOR IN WARRANTY R _ ----__--
TYPICAL ACCESS ROAD SECTION
LINE OR FORCE MAIN WLL BE REPAIRED BY THE PHASE 181 CONTRACTOR. - -- -- '
-
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SUBMITTAL

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=
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180
180

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170 - - - - -?
_
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MIN
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165 .
OVER PROP,1 "RCP
SEE SHEET 1i
:.: FOR CONTINUATION
OF FM
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_ 160
160
-

155
155

150
150 -

- 278 LF @0.15% 15' SDR35 - CS.S 358LF Q0.15k
--- 15'. DR 35 PVC S.S.

34 LF 15"
15%
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e 0.15% -_ .51 -SOR 35 PVC S.S. 2 .
145
145

140
140
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

BY DATE DESCRIPTION SYM. ; oepFESSro°<%ti P.A.
, MARZIANO & MCGOUGAN HIGHWAY 210 OUTFALL
WATER & SEWER DISTRICT Dote: JUNE 2009

SEAL ,
PLAN & PROFILE
Drawn' KEW p
PP-1U
(
s ' consulting engineers PHASE 1 B-1: WASTEWATER
P.O.BGX+q28 ASHFB ORO, NORTH CAROLINA 27204
28+00
STA 14+00 Checked: HJM
3931
336
629
Ph 629
3932
Fax: 336 - North Caroli
Harnett County na

y¢y`•' one:
.
. .
. , Job No.: 27008
Of: 1
- Version:-

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?I
SHEET
41 BETHEL BAPTIST RIDI SR 1tr04 3
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REVISIONS SOUTH CENTRAL scale: 1"=400' Sheet No.:
BY DATE DESCRIPTION SYM. ,:o?oBE srool?? MARZIANO ,G max, y Mr1.^?'OTVTr+ hGANTi' P.A. Date: AUG 09
TLM 3/09/10 ADJUST LOC./DEPTH OF VARIOUS LINES `sae v??.,y PHASE 1C-2 WATER & SEWER DISTRICT
SEAL € consulting engineers Drawn: KEW 24A
A; ae c P.O.BOX4428*ASHEBORO,NORTH CAROLINA 27204 INDEX MAP PHASE 1C
Checked: HJM
/ Phone: 336.629,3931 Fax: [phone] Harnett County, North Carolina
Job No.: 27010 Of:_ Version:
#107 y
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1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
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PLAN & PROFI
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OPEN CUT AND PATCHED UNLESS
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
wrH1'RCP.
LOCATEDA .
------- ------
SCALE: 1" 50' H.
--

-- SUBMITT??
3) SANITARY SEWER LINE IS TO BE
MINIMUM OF VINSIDE ALL PUBLIC RIGHTS OFWAY 1 = 5 U.
175

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135 - -

- - - 130
- - - - - - -
130 -
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

BY DATE DESCRIPTION SYM. ...`-^AO<'
. P
A
MEIRZI?INO & MCGOUGAN APPALOOSA DRIVE
WATER & SEWER DISTRICT
Date: AUG 09
o,FYSero.:
' .
.
,
PLAN & PROFILE

Drawn: KEW PP- 25
SEAL
i consulting engineers PHASE 1C-2: WASTEWATER
s? h P.O.BOX 4428 ASHEBORO NORTH CAROLINA 2720+ STA 0+00 - 7+82 Checked: HJM
3931 Fax: 336
629
3932
Phone: 336
629 Harnett County, North Carolina
51
.
.
.
. Job No.. 27010 Version: L
Of:

I 9I a
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1 ? ? -?

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11,
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..1111 \ ?8
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) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
m n
EXISTING L/ 1
R/ PROFILE

vl, \
OF
EN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
' Q
WATERLINE
SCA
-------
LE: 1" 50' H.

SUBMITTAL

185 WITH ie
RCP.
3) SANITARYSEWER LINE ISTO BE LOCATEDA
MINIMUM OF 5'INSIOE ALL PUBLIC RIGHTS OF WAY
1 5 V. -
_ .

180

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165
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160
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- 155
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WETLANDS
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140
140
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet NO.:

BY DATE DESCRIPTION SYM. of ro <1.1; A
P
, MARZIANO & MCGOUGAN MORGAN COURT WATER & SEWER DISTRICT Date: AUG os
.
, .
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS ONES - SEAL PLAN & PROFILE Drawn: KEW
consulting engineers PHASE 1C-2; WASTEWATER
s
t: ,.- I P.O. BOY 4428 ASHEBORO, NORTH CAROLINA 27203 STA 0+00 -14+00 Checked: HJM
{ 629
3932
6293931 Fax: 336
'
336
Ph Harnett County, North Carolina 1
.
.
one
,
. Job No.: 27010

4 .F
T `
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CROSSING ( �__-_-%: J. } �- ,�.% X• 2T -.. / i �`/
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5
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r
WATERLINE
B.S. M.H#117 �S.S. M.H.#118
/ S.S. M.H.#715CROSSING DITCH
9
_- 50
TEMP.DITCH - 50 TEMP. DITCH--
CROSSING I /
165 1 r 11
160
155
1- 1 1 I I 1 165 1
160 1
155 1
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
NOTES:
"I
2Q v�:1�
a i SEAL a
/ =' G 6W
�. 5 `
If '
Iota ' 1VIARZIANO & McGoUGAN, P.A.
' consulting engineers
P.O. Box 4428 � ASORo, NORTH CAROLINA 27204
HEB
Phone: [phone] Fax: [phone]
MORGAN COURT
PLAN & PROFILE
14+00 - 28+00
SOUTH CENTRAL
WATER &SEWER DISTRICT
PHASE 1C-2: WASTEWATER
PHASE
Harnett County, North Carolina
Scale: AS SHOWN
Sheet No.:
PP -27
Of: Version:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
Date: AUG 09
PLAN 8c PROFILE
Drawn: KEW
Checked: HJM
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
Job No.: 27010
_
WITH 18" RCP.
SCALE: 1 " = 50' H.
-
3) SANITARY SEWER LINE IS TO LOCATED A
A9INIMOM
"
_— SUBMITTAL
OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY
IC
1 = 5' V.
195
a man m
195
-
-
-
a
ENKA MATTIN
-i :
: �Qo.
- $
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190
-
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190
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185
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---_
----
185
-- 3
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180
180
-
175
175
----
B': SDR 35 PVC S.S.
170
--
--
- - -
-
-
-
170
165 1 r 11
160
155
1- 1 1 I I 1 165 1
160 1
155 1
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
REVISIONS
"I
2Q v�:1�
a i SEAL a
/ =' G 6W
�. 5 `
If '
Iota ' 1VIARZIANO & McGoUGAN, P.A.
' consulting engineers
P.O. Box 4428 � ASORo, NORTH CAROLINA 27204
HEB
Phone: [phone] Fax: [phone]
MORGAN COURT
PLAN & PROFILE
14+00 - 28+00
SOUTH CENTRAL
WATER &SEWER DISTRICT
PHASE 1C-2: WASTEWATER
PHASE
Harnett County, North Carolina
Scale: AS SHOWN
Sheet No.:
PP -27
Of: Version:
BY DATE DESCRIPTION SYAI.
Date: AUG 09
TLA( 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES
Drawn: KEW
Checked: HJM
Job No.: 27010

)
c.? I
EXISTING POND
mmIn
1 ?It XLINE
SILT FENCE(TYP) LIMITS OF CONSTRUCTION B EXISCLEARING LINE1TYP) WAX- x x X- X x- X- X- X- K--x- x X µ j
28 00 29+00 3000 .-M"- ?-8 0 A V
1
-M - PASSAROUND I CHECK DAM(TYP) 50
M M za cuLVERT jl
M _
LEA-IR' --_ _ -
S.S. M.H #120
EXISTING 4" CIi
WATERLINE
--_- ?. -_
S.S. M.H.#119 - -
I
/- I
NOTES: Q
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE PLAN Yf G)f PROFILE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS SCALE: 1 = 5Y N.
WTH 18" RCP.
3) SANITARY SEWER LINE IS TO BE LOCATEDA = 5 V.
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OFWAY
200

195 - y ¢a

190
EX. GRADE

_ ?.? ----- __ -
185 _

-
160 :
175 --

170 - - - -

165 = - - -

28+00 29+00 30+00 31+00 32+00
REVISIONS

BY DATE DESCRIPTION SYIA.
cQ'%g s0`?4 ? 7T
MARZIANO & MCGOUGAN, P.A.
MORGAN COURT
TLM 3109Z10 ADJUST LOC. DEPTH OF VARIOUS LINES
`SEAL
PLAN & PROFILE
j 3fiW consulting engineers
7 P.O. BOX 4926 . ASHEBORO, NORTH CAROLINA 27209 STA 28+00 - 31+48
629.3932
336
6293931 FaXi
Phone: 336
,
.
,

-- SUBMITTAL

200

195

190

185

180

175

- 170

165

- -- -- 160

SOUTH CENTRAL Scole: AS SHOWN Sheet No.:
WATER & SEWER DISTRICT Date: AUG 09
ER Drawn: KEW PP-28
PHASE 1C-2: WASTEWAT Checked: HJM
Harnett County, North Carolina Job No.: 27010
Of:- Version:-

p C?
LIMITS OF CONSTRUCTIONS
-
/ , -• /fir
? } CEEARING LINE(TYP)

9i . I it O Uo
f
4 J V
/ / jn //
'?'
?
L \ k o
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l A 1'?
165
85
RNA ?
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•
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HILT FENCE (ryP)
,{- v5 .
i? ?i LIM1T9 OF CONS BUCTI 8
' OLEARING(iYP)
5S
-71?1 1\

B.S.MH#121 0. 5

? __

?
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CHECK DAM (TYP) 60
\\ sI' \ 11
0 e00
3?' 70.06 III
,-
?

\
?-
Ili 7 pUARTER000RT

f
,(
EXISTING POND
\ / ,' / ' --
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l
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'
NOTES
.
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE,
LACE DRIVEWAY CULVERTS

/SIX
n r LA?I

PROFILE
2) IF NECESSARY, REP
"
WITH 13
RCP.
3) SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY
SCA?E 1
= 5?' H.
= 5 V
-- SUBMITTAL.
200 .

195 185 - 195

0 180 i N 190
190
- - -
I Xmo? F a?oi?

185 EX GRADE-
175 185

GRA
.ex. \
170 L 180
180

N 165 SS 175
175
--
L
170 .. 160 - 170

165 - - 155 - 165

- -
-
- - -
-
150
--
160
160 - -

-
-
-
- _:
- 145
- -
-
-- - 155
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

BY
DATE DESCRIPTION SYM.
;=04 FE55,a ?;-, P.A.
, MARZIANO MCGOUGAN
& MORGAN COURT OUTFACE

WATER & SEWER DISTRICT

Date: AUG 09

TLM
3/09/101
ADJUST LOC. DEPTH OF VARIOUS LINES
c a ?;? =
`? p ,
PLAN & PROFILE STA 0+00 - 8+11

Drawn: KEW

PP-29

e SEAL i to
consulting engineers
QUARTER COURT
PHASE 1C-2: WASTEWATER
'
P.O. BOX 4428?ASHE60R0, NORTH CAROLINA 2720 Checked: HdM
336
629
3932
3931 F
h
336
629 0+00 -1+70
PLAN & PROFILE STA North Carolina
Harnett County
ax:
.
.
P
one:
.
. . ,
Job No.: 27010 1
Of:- Version:-

ell- T FENCE(TYP) ?f uj0 gyp` g. X'
= 0'" ?s'y NN per' < \ \\\ '\y? \ 16854 Ste- / ?v \\ ?O,P
LIMITSOF CONST /0".&
i?P)
CLEARING LINE
?
\ / \
INLET PROTECTION
\ > /

/ op f
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', X,
Y
kc Q
4

\ Q
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B.S. %.N. #127
4P ASS UNDER
B.S. M.H.
# #128
V AY C/?/, ,,?/ S.S. M.H.126 48" CULVERT
" c,\
\ ` / ?l ? ? ? ? l i \\ ?SR \kC \
% 00'ti \ S.S. M.H.#729 /
EXISTING
WATERLINE E
51
Y" C ?\

?
S
S
H
#104
M /i, 00'._ - '?? ??? \

A V ?? t B.S.M.H.#1'S0I'

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#125
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?
PQp
r ?
? I

NOTES:
1) ALL DRIVEWAYS AND STRE T TO BE
NLEESS SS SHOWN ING
OPEN CUT T AND ANO PATCHED U UNL HER
TTHERWISE.

LAN

(x, r PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 18" RCP.
SANITARY SEWER LINE IS TO BE LOCATED A
3 --
SCA ---
LE 1 50' H.
' D
SUBMITTAL
)
MINIMUM OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY = 5 V.
1

175 - - -- 175 195 - 195

170 -

-

-
a N
.m -

- 170/

_.- 190

-_
p
_.-.

m

'?

- - - 190
- z . mna ---
M?

165 ?
? o 0

m??o F

165

185 N aa

m°?o ?? o

185
z - /
? r

160 Ex GRAOF
0
180
180

155
-
- 155 175 / eLF
- 175
OF 54 LF

150 - - - - -- z

MIN 150

- 170 - -
170
- -'

145
-

-- SDR.35 - - ..
-
-
145
16
165

140 - 40_-- 160 -- 160

135 _- - - = _ -_ _ - 135 155_- - -- - : - 155
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
REVISIONS SOUTH CENTRAL Seale: AS SHOWN Sheaf No.:

BY DATE DESCRIPTION SYM.
° H?= MARZIANO & MCGOUGAN P.A. APPALOOSA DRIVE

WATER & SEWER DISTRICT Date: AUG 09
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES p
9;y
,a ,,
S
D
KEW 31
PP
EAL
s
f consulting engineers PLAN & PROFILE WASTEWATER
PHASE 1C
2 rawn: -
5=
MW NORTH CAROLINA 27204
O
BOX 4428 ASHEBORO
P -
. Checked: HJM
,
.
. STA 0+00 -12+88 li
t
N
th C
H
tt C
B
+7 Phone; 336.629.3931 Fax; 336.629.3932 aro
na
oun
y,
or
arne
Job No.:
27010
Version:
Of:
-
h
z -a
W1, / V °
EXISTING 4' I dS L' i
LIMITS OF CONSTRUCTION S
I f CLEARING LINE (TYP)
?• WATERLINE
V S.S. fJJHW#132 v
i ??7
SILT FENCE (TYP) \ ' pgS6 UNDER I V ? ? ? I I T I
12' CULVERT
?1 W A X x, o?*D0?'W, .' J 'I
I , dJ ? I I I ^
m 1 , / _ X 2.00 S.S. M.H. #137
1+00
p 0 .po.7J `STIRRUP 0OUR ,.9).5
7 _ I
?EF x?40LFSILT
w
=? IIW N? 2FENOEYTYP) _ I 0,?"E]??
' INLET PROTECTION /
TYP) 7 Im
49 ? I J
I %
/EXISTING I'
?) o 1)).?S.M.H.#128 I \ ?' , _ ' \ I _j I ^J I ?I / WATERLINE
EXISTING 4" J
f 01I', - WATERLINE
1 J alll ? _ / ?. e ? _
A
SADDL T c, i
-EiEB DRIVE 1 0(1+15.)5
NOTES: I, &
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE Q,. PROFILE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE. PL((--/11V ''?I
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS -- --
WITHIB'RCP. SCALE 1" = 50' H.
-- SUBMITTAL
3) SANITARY SEWER LINE IS TO BE LOCATEDA 1 _ CJ' V.
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY - - -
190 190
M
185 -- -oa 185
180 - 180
175 / - 175
, o-- -
NNO __0 170
170 -- -

165
--.. N
- ao " o EXCEL 1ATTINC _
-
-
_. 165
m mr-- --- IT cuc -- - __
X y - - _ 160
160 ?, %? - - - - - -

- --
155
155 -- - °

- - - - 150
150 - - -- -

0+00 1+00 2+00 3+00 4+00 5+00
REVISIONS
•
' SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

BY DATE
DESCRIPTION SYA1. `
q8 CgRp
''.
,SS ..,. ? 'I
° °FE ro
:
, ?
* MARZIANO '& MCGOUGAN, P.A.
STIRRUP COURT

WATER & SEWER DISTRICT
Dale:
AUG 09

TLM 3/09/10
ADJUST LOC. DEPTH OF VARIOUS LINES .
t Z
9
a r,:v
-

Drawn:

KEW

PP-32
!SEAL engineers
consultin PLAN & PROFILE

;
g
f
PHASE 1 C-2: WASTEWATER
.. NORTH CAROLISA 27204
BOX 4428 • ASHEBORO
P
O Checked: HJM

,
+ •` ,
.
.
Phone: [phone] Fax: [phone] STA 0+00 - 4+98
Harnett County, North Carolina
,,
'/ Job No.; 27010
Of:- Version:

_ ? y o
ly-
EXISTING 4 I J J J
LIMITS b ' / / y\tiJ c3 0E \ $ `x
CLEARNFCONSTRUCilONB WATERLINE
$ \
p? r (t ° P \ I I \ \ \ \ \ \ \ W,..rf.`?_-W-' ?agl? CLEARING IINE(SYP)
EXISTING d'
-0,!,?? t e W
11 ° _ I I ATERl1NE 2.00 11c 0 I°'
- - ` 7
y p \' _
CONSTRUCTION 1,
LIMITS f_ LINE
CLEARIN
T< (I, 1 1 I I 1 r I „`,/ EXISTING 4" N \II I I I ) 0 Sr h I I I I LIMITS OF CONSTRUCTION ^ ,/- -- \\\ • C7M1/ /?-66 WATEflL INE INLE7 W CLEARING LINE (ryPJ S MH # 5 \ O Cjk P OiECT,IONI S
TYP)50 7 w
a 18534-'
g
B.S. M.H. #135A '60; o
I I- I G
6ER
RT I I I ??
v
PASS quLVE
o 0 Y? \
S30D.____-__--$s00--__ / S.S. M.H/132 - EXISTING
0 0 I / o .\\ • \? 1 I 0 SAODLETEE DRIVE k0A+1675 t1o ° 60 RAW
CIMARON BO' RAN ?wATEauNE
S.S. M H, #134 \ \ a / J
--- #.. OIIVWID #bQ ISS H. #132 S'S MH 4133 DRIVE r`M _ - .Jd ; _dd / ' -..
.#138 0
- S.S.M_H_-_ O / ^B.S. M.H.#133-
__ - ' _ _____ _ __
13 -T,1._- -M_.._:_.g -)Jt 'M -T.R, a-_LM__ M__- .eR.,__.iy?,.-__.M-_- .M _'_ -M__-_M____-M -• M __ __ \\j?? / / ° o S.S M.H.#138
?f' o
40iF or I r,l '?? \ \ .? ' 0
SILT r
2 FENC (TYP N " ?a§ J8 I I \ ?\• / / - i 0 ' J J
5a ? x I lql' ?' I -? i?o,
L
r I EXISTIN.4" m I m I I v Ai \` \? , /? A 6 L .37
I m I!a I o ^Y _°yC / / / m t' ?' _, I I
w I I I.w I ` WATERLINE m
LA \ p
O NIJ . ml JI wl to IW) bl DU I X.
?`1o bl 'u - I °\ C /.,I BTIN
fERLINE ^ / i o I, I I
SIFT
FENCE' 1) (j)
F I?
'? l

NOTES:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE n\I

PLAN & PROFILE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWSE.
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH13"RCP. --
SCALE: --- --
1 = 5' H.
9
6
SUBMITT

195 3) SANITARY SEWER LINE IS TO BE LOCATEDA
I
RIGHTS OF WAY
'
L
B 5' V. 195 215 --
,
4
MINIMUM O F 5
INSIDE AL
PU
L
C

EX. RADE-
s
n
190 aa hF N F 190 210 210
r-, 0

185 -
- / -
- 185 205= 205
- `

/ - - s +d%0 200 200
180

175 N _/ - mg
m 175 195 - m? 195
- . O m a (p
Q oN
?ro? N MR 0 _
S +NNN ylNpo -
_.-_N N02 Z5,
- NF222A _ _VI NF'-O - _ /
i
170 (N
190 NFf -0
Z
190
170 -/ ,
--EX G DE -. / EX. GRADE- -

165 8 -`- - 165 185 185

160 -
-

--

--- -

- --

-- --
160-
180
-
180

___. 135 LF
- _. 55fV0'
8•SDR 35PVGSS 66LF - _ - -.R

155

-

-

-

---

-

-

- @0.40%

- -

s - 155 175

- - 175
_ .

50

-

- - -

-

--

- -
_
150
17D
-
-
170
0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00
REVISIONS CIMARON DRIVE SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION svM. P
A
MARZIANO & McGOUGAN PLAN & PROFILE STA 0+00 6+12 Date: AUG 09
.
.
, N DRIVE WATER & SEWER DISTRICT
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES c Zre 1`.,

` CIMARO Drown: KEW
PP-33
I SEAL consulting engineers
PLAN & PROFILE STA 0+00 -4+14
PHASE 1 C-2: WASTEWATER
NoRTHCARDUN'A2nD+
P.O.Box 4428.ASHEBORO Checked: HAM

a, , SADDLETEE DRIVE
`•
,'• s
°,
F Phone: [phone] Fax: [phone]
1+17
ROFILE STA 0+00 Harnett County, North Carolina
Job No:
27010
Of:_ Version:?
,, -
PLAN & P
1 f
E S.Q M.H. #140
?\L S 53 LF 8'DIP IN
e V \ BORED 16* STEEL CASING
\\ '? BORED & JACKED
S '
S.S. M.H.A141
rl I ? ' )))
p A
`\ 1O
d?
' S.B. M,H.#139
III / ??, \ S,S, M.H. #142
EXISTING 4
WATERLINE
,
,. CHECK DAM (TV
' 50 \ a •
S.S. M.H. #143
N R9YA,ORRD
,
/ c
O?? ?zps2J•BOpp,??,? \?,
\f0 LIMITS OF CONSTRUCTIONS
I? °'?. \ \ CLEARING LINE ITYPI-
;i) SS M H. #144
_ B.S.M.H.#145
?•
EX. S.S. M.H.... \y4
0\ 1 \
SS ---- .S SS ----- SS SS-- -SS-----SS
11 _ `?I fc ?, \ 2
'NOTES:
r
1) ALL-DRIVEWAYS ANO STREET CROSSINGS TO BE S$, ?(lIV ??Or?L
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE. V PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS WITH 16- RCP- SCALE: 1 50' N. - SUBMITTAL
S) SANITARY SEWER LINE IS TO RE LOCATED A
MINIMUM OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY 1 = 5 V.
215 ------- - - -I- 215
- :. a _.. Imo.. n m
210
210 - - = ONm NON ?NNmm NhOZ'0 ?N ? N ?_0 Qf
--_-
(6 C6 __-___ Nm2 Oiz
EX. GRADE
205 205
EXCEL MATTING,
I
B,
200 -- '' ` 200
IN
2
::-
-
-- o,nF- B' SDR 35 PVC S S.
195 ,no "6?--- 195
?x( yy_ _ _ ------ ---_-_- -- __ _
----------
13L;' 190 @o4-- 190
- - --
8' DIP SM.
,.% 53LF8'DIPIN 6' -
STFrUCASING
I' -
_ BORED &-JACK D - --185
185 - - - - --- --
180 I L -- 180
175 - 175
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
REVISIONS „ SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION -m. 0 l , MARZIANO & MCGOUGAN1 P.A. RAYNOR ROAD WATER & SEWER DISTRICT Date: AUG 09
p.°pE55ipi..?? 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES
TLM
sEAL I' consoling engineers PLAN & PROFILE prawn: KEW PP-34
PHASE 1C-2: WASTEWATER
36.°0 P.O. Box 4428 ASHEBORO, NORTH CAROLINA 27204 STp ?0+00 - 14+00
! 1 Harnett County, North Carolina Checked: H M
Phone: [phone] Fax: [phone]
Job No.; 27010 Of:- Version: -1
\ S.S. M.H. #145 S.S. M.H. #146 LIMITS OF CONSTRUCTION &
S.S. M.H, #147 S.S. M.H.#148
CLEARING LINE (TYP)
s CHECK DAM (TYP) Se S.S. M.H. #151
� � S.S. M.H. #149 S.S. M.H. #160 �
18+00 — — 17+00 _ - - . . . _ _ ..
18+00
22+ .2 •24+00 "I 5+00 •26+00
-----_----_-__--_ - - __ ----------------- _ -.-
�.-------- . . . . . --- __ ----------------r-r-_-_------_--_-
_.*_. _ _ ----M - _ • . . RAYNOR ROAD S.R. 2052 60'RW, i _
- -- -a— -h1 ---M---- - - -M ----M-`--�it- - -( - 1- . . _ - - - - -. . . . ---- --- - — -- _
,r . . .
O71�-- -M=- --1� — -M _--M ----M--- -M ---id-- �A-- -M-- - M --M ?A- - -M-
4 0
PASS UNDER
/ "ULERT24 I WATERLINE ,
i
208.68
`202.44 c l r,'�`- L
L — 205.15 � L
L
271.55 I 273.71 t
NOTES:
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
PLAN &
PROFILE
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
--SCALE-
3)SANINTH "RCP.
3) SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF 5' INSIDE ALL PUBLIC RIGHTS OF WAY
1
1 "
= 50' H. -SUBMITTAL
= 5' V.
230
235
i
235
230
230
225
225
EX. GRAD
220
220
aq
215
-
215
~�ME
16
_
_.
- 6
210
."!R
so
-
—
- -
210
___.
__--
-. z
-
-..
CHECK DA
_. 50
-
--
((YP)
EX. G
205
--
--
- - - -
205
-
200
-_
-
---
--
—
200
8• SDR.. -35P
S.S. _ 01.28%
-- _
:
_
_-
:.- : - _
_
-
_-
-
_
_
__. -
_-
:
-_
-:
195
--
B" SDR 35 PVC q.S.
-
-
- -
---
195
15+00 16+00
17+00
18+00
19+00 20+00 21+00 22+00
23+00 24+00
25+00
26+00 27+00
28+00
REVISIONS
SOUTH CENTRAL
Scale:
AS SHOWN
Sheet No.:
BY
DATE DESCRIPTION SYM.
`,.o4'SO SpO�f�,'s
' MARZIANO & MCGOUGANI P.A.
RAYNOR ROAD
Date:
AUG 09
TLM 3/09/101 ADJUST LOC. DEPTH OF VARIOUS UNES
p�';y� 9�:_�
WATER & SEWER DISTRICT
SEAL
as
consulting engineers
PLAN & PROFILE
PHASE 1 C-2: WASTEWATER
Drawn:
KEW
PP -35
�:.
F
3"
P.O. Box 4426 ASHEfiORO, NORTH CAROLINA 27204
STA 14+50 - 28+67
Checked:
HJM
-' '%�s'
Phone: [phone] Fax: [phone]
Harnett County North Carolina
'
.�.,�11 y
Job No.:
27010 1
Of: Version:

i
X SS M.H??5.5.MH#162. :"SB CHECK DAM S.S. M.H.#153
1 - )ttPj, .
i i LIMITS OF CONSTRUCTION
CLE
ARING LINE ITYYP)
. .
b+00 5W 6+91 1+00 2n0,0 ? - -- - - - -
1
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NOTES:
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2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 1B° RCP.
3J SANITARY SEWER LINE IS TO BE LOCATEDA
PLAN & PROFILE
SCALE 1° = 50' H.
240 MINIMUM OF 5'INSIOE ALL PUBLIC RIGHTS OF WAY 1 = 5 V.
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BY DATE
DESCRIPTION
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0: fE55ip ..,
P.A.
? MARZIANO & MCGOUGAN
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES .
1r't95 ,
SEAL consulting engineers
P.O. BOX 4420 . ASHEBORO, IORTH CAROLINA 27204

Phone: [phone] Fax: [phone]

-- SUBMITT&,
235
t--::: -
225 1
220
215
210
205
200
195
SOUTH CENTRAL Sole: AS SHOWN Sheei No.:
HIGHWAY 210 WATER & SEWER DISTRICT Dole: AUG 09
PLAN & PROFILE Drown: KEW PP-36
STA 0+00 - 5+32 PHASE 1 C-2. WASTEWATER
Checked: HJM
Harnett County, North Carolina Job No.: 27010 1
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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet N°.:
BY DATE DESCRIPTION SYM. ;=0000<;; MARZIANO MCGOUGAN, P.A. CREST CIRCLE
WATER & SEWER DISTRICT Date: AUG 09
TLM 3/ 09/10 OF VARIOUS LINES
ADJUST LOC. DEPTH , 6
54 Drown: KEw PP-38
SEAL consulting engineers PLAN & PROFILE STA 0+0 +
0 - PHASE 1C-2: WASTEWATER
,
P NORTH CAROLINA 27204
BOX 4728 . ASHEBORO
P
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:
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.
9393 PLAN & PROFILE STA 0+0 0 - 4+63
North Carolina
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REVISIONS SOUTH CENTRAL Sole: AS SHO WN Sheet No.:
BY DATE DESCRIPTION SYM.
o'
+e55'6`'?= IoMARZIANO & MCGOUGAN P.A. PLAN & PROFILE STA 0 +00 -1+62
WATER & SEWER DISTRICT
Dote: AUG 09
TLAI 3/09/101 ADJUST IOC. DEPTH OF VARIOUS LINES 6
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Drawn: KEW
PP-39
SEAL
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consulting engineers PLAN & PROFILE STA 0 +00 1+82 PHASE 1C-2; WASTEWATER
3
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P.O. BOX 4+28 . ASHEBORO, NORTH CAROLINA 27204
Checked: HJM
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REVISIONS
SOUTH CENTRAL
Scale: AS SHOWN
Sheet No.:
BY DATE DESCRIPTION SYM. ;OFoBE sLU, , MARZIANO &r MCGOUGAN, P.A. RIDGE ROAD
WATER & SEWER DISTRICT Date: AUG 09
nM 3/ 09/10 ADJUST LOC./DEPTH OF VARIOUS uNES '
- .a 7
Drawn: KEW PP-40
SEAL
- consulting engineers PLAN & PROFILE PHASE 1C-2: WASTEWATER
acso
> ,,.F P.O. BOX 4428 ? ASHEBORO, NORTH CAROLINA 27204 Checked: HJM
N
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3931 F
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3932
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VITH 18" RCP. SCALE: 1 5O
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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. , MARZIANO & McGOUGAN, P.A. BETHEL BAPTIST ROAD
WATER & SEWER DISTRICT Date: AUG Os
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES ' $'ye 9'':,7
` SEAL ; consulting engineers PLAN & PROFILE Drawn: KEW PP-41
PHASE 1C-2. WASTEWATER
s p - P.O.BOX4428?ASHEBORO,NORTH CAROLI9A27204 Checked: HJM
Phone: [phone] Fax: [phone] STA 0+00 - 14+00 Harnett County, North Carolina Job No.: 27010 Of:- Version: 1

i 220.00
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REVISIONS ". , SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM . ;c eT`3"COt ?'%
D,afesba?..y;
A
IoMARZIANO & MCGOUGAN P
BETHEL BAPTIST ROAD
Dole:
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9.

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4 .
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1 WATER & SEWER DISTRICT
TUI 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES SEAL - consultinQ en
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PLAN & PROFILE Drawn: KEW
PP-
42

3690 i'?:
7.
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PHASE 1C-2: WASTEWATER
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F ..- P.O. Box 4420. ASHEBORO, NORTH CAROLINA 27204

STA 14+00 - 28+00 Checked: HJM
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1
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NOTES:
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REPLACE DRIVEWAY CULVERTS
2
IF NECESSARY .

T7 & PROFILE
PLAN C101 TEMP.

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REVISIONS ,,,
II,III
D SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
"
41?
C BETHEL BAPTIST ROA
BY DATE DESCRIPTION SYM. . o•oFessq,..?7,; , MARZIANO & McGOUGAN
P.A.
WATER & SEWER DISTRICT Dale: AUG 09

nM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES sae "9r,?°: , PLAN & .PROFILE STA 28+00 - 34+45 D KEW PP- 43
S EAL consulting engineers PHASE 1 C-2: WASTEWATER rawn:
36
HEBORO
P
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Box 4428 * CAROLINA
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720q PEACEFUL LANE
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REVISIONS SOUTH CENTRAL Seale, AS SHOWN Sheet No.:
BY OATS DESCRIPTION srM. ..1 o9,-.,, , P.A.
MARZIANO & MCGOUGAN SHERRY LANE
WATER & SEWER DISTRICT Dale: AUG 09
TLM 3/09/10 ADJUST LOC./DEPTH of VARIOUS UNES , Drawn: KEW
PP-
44
SEAL ' I consulting engineers PLAN & PROFILE PHASE 1C-2: WASTEWATER
6tl ' '
NORTH CAROLINA 27204
BOX+J28?ASHEBORO
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Checked: HJM
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Phone: [phone] y, Job No.: 27010 of:- Ver sion:

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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+90 0+00 1+00 2+00 3+DO 4+00
REVISIONS SOUTH CENTRAL Sole: AS SHOWN Sheet No.:
TIFFANY CIRCLE PLAN & PR OFILE
BY DATE DESCRIPTION SYM. ? O4p e s ?<+y. ,
P.A.
MARZIANO & MCGouGAN

WATER & SEWER DISTRICT Date: AUG 09
`p 1
STA 0+00 - 8+61
TLM 3/09/10 ADJUST IOC. DEPTH OF VARIOUS LINES 4
C • Drawn: KEW PP-46
_ (
SEAL
_ engineers
4
COIlSUX CLE PLAN & PROFILE PHASE 1C-2; WASTEWATER
2
4
P.O. BOX 8 ? ASHEBOR0, 10RTN CAROLINA 2720 TIFFANY CIR Checked: HJM
336
629
3932
3931 Pa:'
336
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Ph STA 0+00
3+14 North Carolina
Harnett County

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.
.
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one: - , Job No.: 27010 T
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.} PASS UNDER 23S
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ALL DRIVEWAYS A D TO BE
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CUT HER

PLI N Q„ PROFI
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PLAN

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2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH ie°Rep.
31 SANITARY SEWER LINE IS TO BE LOCATEDA -- - ---
SCALE: 1" = 50' H. --

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270 MINI MUM0F5. INSIDE ALL PUBLIC RIGHTS OFWAY 1 = 5 V.

265 _ 265

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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. ¢g8'Rp?%.,
P.A.
MARZIANO & MCGOUGAN
SAUNDERS COURT

WATER & SEWER DISTRICT
Date: AUG 09
TLM 3/09/10 F VARIOUS LINES
ADJUST LOC. DEPTH O G,afSSS,aN.,, ;
r E
;!a +?; , Drawn: KEW - 47
P
.
SEAL _ consulting engineers PLAN & PROFILE PHASE 1C-2: WASTEWATER f
?`. a 6g f P.O. BOX 4428 ASHEBORO, NORTH CAROLINA 27204
STA 0+00 -11 +82 Checked: HJM
?1 ehoae 13a629.3971 Pax 336.629.3932 Harnett County, North Carolina Jab Na.: vo)o 0f:- Version:
l
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NOTES
1) ALL DRIVEWAYS AND STREET CROSSINGS TO BE
OPEN CUT AND PATCHED UNLESS SHOWN OTHERWISE.
PROFILE
PLAN &
2) IF NECESSARY, REPLACE DRIVEWAY CULVERTS
WITH 18" RCP,
3) SANITARY SEWER LINE IS TO BE LOCATEDA
MINIMUM OF 5'INSIDE ALL PUBLIC RIGHTS OF WAY
SCALE: 1' = 50H.
12
= 5 V
- SUBMITT2
2
275 275 70
.

270
- 270 265
, 265

265 265 260
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240 - - zao
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235 - -
-- -
235
230
230

230 - -- - - 230 225 _
225
0+00 1+00 2+00 0+00 1+00 2+00 3+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
COYT CIRCLE
BY DATE DESCRIPTION SYM.

o peeSSp .,?y
, MARZIANO & MCGOUG
AN, P.A.

ATER & SEWER DISTRICT Dote: AUG 09
TLM 3/09/10 ADJUST LOC. DEPTH OF VARIOUS LINES 2/ap ?._°_ 1 PLAN & PROFILE STA 0+00 -1 +72 D KEW PP-48
SEAL 6
consulting engineers PHASE 1C-2: WASTEWATER rawn:
3M y
'
E NORTH CAROLINA 27204
Box 4428 . ASHEBORO
O
P ELIZABETH STREET Checked: HJM
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tt C
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„ „uto Phone: [phone] Fax: [phone] PLAN & PROFILE STA 0+00 - 3 +44 arne
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Job No.:
27010 1
Of:- Version:-
?
v srANxm w?u) LAYING
CONDITIONS DESCRIPTION PROJECT USE
- _... __ !&II: A' we a ewuu sNt s
4, aan exm nl w rya. A
p-0•
LOA FLAT BOTTOM UNDISTURBED NOT USED.
f EARTH TRENCH, LOOSE BACKFlLL
emu mea r+o em Aze
@@ -+--n?a:s mrls, Sul w?cr we t
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«w¢¢a /? FIAT BOTTOMED UNDISTURBED EARTH NOT USED.
u ?,,p 1 yrm / ??? TRENCH. BACKFlLL LIGHTLY
ELEVATION x OF PIPEDATED TO CENiEAUNE CON III °.,.. I d1
-------------- -
TYPE 2
1n °ys'clm
axm m we w wmroa?
STANDARD PRECAST MANHOLE
s 19 PIPE BEDDED IN 4' MATERIAL. MINIMUM
srtn.sms 14) JOB EXCAVATED MATERNAL. NOT USED.
BACNFlLL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
I M1HEs
NAIAV 92 M1
flA91 PR
TYPE 3
r,?w rw
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SECTION °A°
PIPE BEDDED IN SAND, GRANULAR NOT USED
MATERIAL OR GRADED GRAVEL TO
4 mw cs? ) m? Rxxvn THE DEPTH OF 1/8 PIPE DIAMETER,
4' MIN. JOB EXCAVATED MATERIAL
w ? oNU m w vx.N COMPACTED TO 4' ABOVE TOP PIPE. OX. uNTw uNls - n`A?SH 0 T 89j STANDARD PROCTOR,
UVN TYPE 4
A' IAL P%CVt w
(n?9?mca)sms u
¢m ??
ae9n mcN ¢CE uaw ALL PVC GRAVITY
r eooT rrM suraa9 F - -? - - - - PIPE BEDDED TO ITS CENTERllNE SEWER LINE.
stTU Smw. re. , IN COMPACTED GRANULAR MATERIAL
"'°`? x x?ex uxartn a+M P?u.NC ® _____ -- 4' MIN. UNDER PIPE COMPACTED
R
__ 1AenS GRANABOVEULAR O TOPR SANOFDPIPEMATE . VJ
--- 4' . TO
N I - - ------- - P TRfN amx
(APPROX. 95% STANDARD PROCTOR,
PROFILE AASHTO T-99)
??A?awxrw
TYPE 5
STANDARD MANHOLE W/ DROP /-2-\ BORING & JACKING DETAIL Q) TYPICAL LAYING CONDITIONS n
ND $CALE 49
NO SCALE \L91/
NEW SEWER LINE
WATERPROOFING FLEXIBLE SLEEVE uraTanm TAax .
WATERPROOFING
r
CONCRETE COUPA I ........_
iFVrW
S
aasnuo
SEWER
LINE
1. PUCE DOGHOUSE DH BASE IN WET
CONCRETE (4000 PSI).
2. AFTER CONCRETE SETS CORE HOLE 0
& SET NEW SEWER UNE. C
S CUT OUT TOP HALF OF EXISTING PIPE Q
STABILIZATION STONE EXTENDED FINISH INVERTS & WATERPROOF All n
12' PAST CONCRETE BASE OR COLD ,DINTS & AROUND All PIPE. -^^ ^ -
TO THE UNDISTURBED EARTH. PLANT 4. POUR CONCRETE COLLARS.
MH
NEW I'l
/SEWER
/ uNE
1
STABILIZATION i `PLACE STABIU7Al10N
STONE STONE UNDER COLLAR
SECTION TO UUNNDISSTURBED?EARH.
(TYPICAL)
MANHOLE BUILT OVER EXISTLNG LINE n
NO SCALE 49
Cannel. Thrust Bf-ki" Schedule
Fit Min. 81oc5'nq A,- (Sq. R.) Mi.. Concrete Req'd. (Cu. Yd.)
Lxe (InJ Tee 90' 45' 1 22 11Z 17 1/4' Tee 99 45' ?1 1/4'
4 11
Under 1.0 2.0 1.0 1.0 0.1 0.1 0.1 0.1
6 2.0 3.0 20 1.0 0.1 0.1 D.1 0.1
8 4.0 5.0 3.0 2.0 0.1 0.2 0.1 0.1
10 6.0 8.0 4.0 2.0 0.2 03 Of 041
12 8.0 11.0 640 3.0 0.3 0.5 0.2 0.1
14 11.0 15.0 8.0 440 045 0.8 0.3 041
16 14.0 19.0 11.0 6.0 047 1.1 0.5 0.2
18 17.0 2440 13.0 7.0 0.9 1.5 0.6 0.3
20 21.0 30.0 16.0 940 12 2.1 0.8 0.4
24 31.0 4340 23.0 12.0 2.2 3.5 1.4 0.6
30 40.0 67.0 3640 19.0 4.2 6.B 2.7 7.1
36 68.0 9640 52.0 27.0 7.0 11.7 4.7 1.8
u you wx omens
xrn A-,wer,eaanssto ? ? avrur9 nur wt rv0 rsw r aaaav wR uAwAL
s,ul a wiFrm xm IN u. PaxnmOC mu w vona
ui Sam Ps. mw[2
CONCRETE THRUST BLOCKING n
w °"' 49
,. am Ra?ara i °s a'?r. L{ff xa
91gEEP To 9E num Wix LFAir
x TSw?uar®,T.au Av
4. ?ezmrt flFh6SC N I?WE
xcaa,. 9Y
?& I{III? VIII
n ./1 'x 1 'Y ?fo- GNT.PAHl9if
1
'. I -? ?oasum TO ,ao X Nwra ur,xNSY
5
4
24' im ar as
-"I'M-
TRENCH IN BITUMINOUS SURFACE AREAS n
m AL 49
? x,.- mmn. eanuT
fM: .awe eWt.
M
? ea,r4J q
vxic rnw an
OWx'Im ENYILL 6' STGE aw.Wm is 1UG [WI eEV9n
rc?[mairs ii ?=as
TYPICAL TRENCH SECTION IN CONC. DRIVEWAYS(l
w a ,• 49
REVISIONS
DY DATE _ DESCRIPTION sYM. MARZIANO & MCGOUGAN, P.A.
ESS
TLM 3/09/10 ADJUST LOC./DEPTH OF VARIOUS LINES '4;ax _'7
SEAL f consulting engineers
. ;'.. F wW p y r P.O. BOX 4428 ? ASHEBORO, NORTH CAROLINA 27204
Phone: [phone] Fax: [phone]
LENGTH OF ENCASEMENT
TO BE STORM SEWER
O.D. + 2'-0° OR AS
SHOWN ON THE PLANS
TYPICAL STORM SEWER CROSSING n
NO SCALE 49
L DRESS OTHERWISE-!
EX61NG 51'pM7 ON THE PLANS
ROAD ?. ROAD sxauEER
NEW FORCOM
2'14' FB STRAP
(Gtih
a'dst up
Conn PIPE SUPPORT 7'
36'y 12418' 2'- i:• GALV AB
1 '
3-#4
CONCRETE PIPE SUPPORT 13
NO - 49
I- SS BOLTS W/ 3•
WASHER & Mn
2 REO.
10• S0.
Corm. PILE -
TEMP. I'
All THREAD ROD
2 REQ. 7 1
I
SEE NOTIN S' lii9
SEE NOTE
NOTE
N D.O.T. R/VI BUT NOT UNDER THE PAVEMENT. BAd61LL
TO U.S MGM DENSITY OR 95& MAX. DRY DENSITY.
WHICHEVER IS LESS N ALL AREAS COUPALT 1110OH1 TO
ITS ORKiNAI DENSITY OR 90% MAX- DRY DENSITY. WHICHEVER
R LESS.
TYPICAL TRENCH SECTION ON ROAD SHOULDER 10
,? sGUE 4s
NEW OR EGSTNG UH\
?SECURE CGPEH NEW OR E%6ITNG UH WALNl WI C. . A Y BEND TG IM
WIDE BY
TO ACCEPT PROPOSED I TICK GALVANQED
FORCEUAN AND GROUT SIEFL SNAP. LEAD
OPENNG WITH HYORAUUC ANCHORS AND BOLTS
CEMEW
9a BEND
? SIEfl. STRAP
1 PLAN VIEW
ELEVATION
DETAIL TO SHOW PLACEMENT OF FORCEMAIN
INTO NEW OR EXISTING MANHOLE
NO SCALE 49
PAVE; WHEN REQUIRED TO CRESS
PAVED ROAD, CONTRACTOR SHALE
DONE
OWE 4' 01 NPE.

STARLESS STEEL BANGS (3) -
UPC (E R b) OR ADS. m SISB_BA?CAE t
k
-WATER iGHT
U" GRADE OF 1/4• PER
4' SCH. 40 PVC OR ASS I
MUN a cm=a ®'AR'a °Ln g:m'tZ W=ye TEUPDNRY WATER iNM PIUc
NO GRAVcI REO'D.
W SCH 40 %PE
TIP TO BE WADE ON THE WTE PROPERTY OWNER TO TE TO WR
TOP gURTER OF THE MNN
FOR V.C. MMN k V.C. SADDLE - BLOCK & SEAL WTIH MORTAR.
FOR V.C. VAIN & C.I. SALE - PROM (I) STwM STEEL BAND AROUND MNN & SoLK SEAL
FORMS. OR PVC U.VN - PROADE (2) STAINLESS STEEL RANDS AROUND MANN & SOL`h SEAL
SANITARY SEWER DETAIL
ANWR SPACE AROUND 1
BOLT TO BE FNLE1)
1
W/APPROF fRiFA
CM
DD'o
cuv.
C4. 07.25#
e GNV
1 e
8
9' CI 51 OP
8
PLAN VIEW ELEVATED SEWER 14
NIT 9aE as
,Y,*- SS V-BOLTS
W/ 3' WASHER & NUT B' CI
Clff OFF 2 REO'D PER PIER 51 DIP
10'SO CONC. PILE
i• SS BOLTS ,X'44
W/ 3- WASHER & NUT HOLE
2 PER PILE
1)6'44 HOLES 2'
1', ALL THREAD 1 .
Roo FOR TEMP 4„
ANCHOR 2 PER PILE
C8' a 11.5# 1- -5'
GALV.
C.4' ® 7.2517
GALV.
Aty.
SECTION (; A
r- 2'-D'•
STANDARD SERVICE SECTION 12
NO w 49
SOUTH CENTRAL
S WATER & SEWER DISTRICT
PHASE 1C: WASTEWATER
Harnett County, North Carolina
I
1' SS BOLT C8' 0 11.5j
PUSH ON y4•'
- PIPE FT. SS V-BOLTS
C4' 0 7.25+
10'SO GONG. PI -? „-r 4nI-
SECT. ION
I

Scale: AS SHOWN Sheet No.:
Date: AUG 09
Drawn: KEW 49
Checked: HJM
Jab No.: 27010 Of:_ Ven
J
EXIST. STORM
SEWER

00' MIN
eD? /
J0 /?
Q ?4°-fi' COARSE"
AGGREGATE 4
sS?
MAINTENANCE
MWAJN THE GAWEl PAD IN A CONDITION TO PRE14T MUD OR
SEgMENT FROM IFAMNG THE CONSTRUCTION SITE THIS MAY
REWIRE PERIODIC TOPOEdSSING WITH 2 INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEW T OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TPAp(ED ONTO
PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
ND SCALE 50
MAIEENANCF-
INSPECT SEDIMENT FENCES AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT RAINFALL (I INCH OR
GREATER) AND REPAIR IMMEDIATELY.
SHOULD THE FABRI OF A SEDIMENT FENCE COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECRNE, REPLACE FILTER
IT PROMPTLY. FABRIC
REWA'E SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAN AND TO REDUCE PRESSURE ON THE FENCE
TAXE CARE TO AVOID UNDERMINING THE PENCE WRING
CLEANOUT.
REMOVE 111 FENDING MATERIALS AND UNSTABLE RICK FILL MIN. B'
SEDIMENT DEPOSITS AND BRING RE AREA To GRADE iNICK WITH LAYER
AND STABNZE T AFTER THE COTRIBUNO DRAINAGE OF GRAVEL
AREA HAS BEEN PROPERLY STABILIZED.
14' MIN.
NOTE:
FENCE TO BE PLACED AT THE
8° MIN. 7TRENCH
EXTEME UMIT OF THE AREA
TO BE CLEARED
V' ELEVATION - DETAIL
TEMPORARY SILT FENCE n
No SCALE 50
MAINTENANCE
STEEL 'T' POST OR
4' DU. CREOSOTED
POST 0 8'-0' D.C.
STONE CHECK DAMS SHALL BE USED WHENEVER ROAD DITCH SLOPE IS 3% OR GREATER.
SEE DETAIL FOR SPACING. REMOVE CHECK DAIS AFTER GRASS IS ESTABLISHED-
A 1.5'
9 9N.
_ LO 'IN I?HY-
FILTER °
FABRIC
A
CLASS A OR B
LL?? pp EROSION CONTROL Q
I'AB?IC STONE ,„„ M2 I 7, ? 5 SECTION A-A
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
-? B
NSPa.T WMPECTUNCE:
CHECK DAMS AND CNOR OR AT )FA RELAY /ND LATER . EACH
9Gf6fYJ!I PAlliA1 Q WkN OR c>EATRI AND REPAIR AOEttVOY. CITMI
OJf SEMIEIR, SIPAW. le65 OR OTER - THAT COUO 0.06 THE
CHANNEL WHEN NEEDED
ANRCPAm 9RlIDIGpKE AD Daaamv 18A£ TE CHECK DAM AND
IXOSiGI FN11 IOCH ROAS ARCND THE DYES OF THE DAM. CoIWCT Ill
MWGE -0,MTELY. F SR,IAWJlT fR09CN OCCLRS HEPASIN WIS.
ANxDONAL MFAABES CAN BE TAKEN SUCH AS NSMONO A MIECIAE
RV'RAP IRER N TRA PIRIDN OF TE CMAA'NEL
RE MOVE SFOMW /CCRR ILUED BOARD THE TUNS AS NEEDED 70 PAEWrt
DAM4C To CHANNEL AEOETATO. ALLOW THE CHANNEL TO OWN TNPOUCH THE
STONE CECK EAM A'D PMENH UM£ FURS fOPM CNWRNG -ENT
0.2811E NN. ADD STOVES ID WI AR NfEDE010 MANIlJN LaRCN XOCR
NO CROSB 5[C0N.
TEMPORARY STONE CHECK DAM n
KoscA7s 50
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK MATING AFTER EMERY RAINFALL
AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL AFTER EVERY
HEAVY RAINFALL EVENT. IMMEDIATELY REPAIR/REPLACE MATTING AS NECESSARY.
HAND FABRIC W TOPSOIL
6' MIN. 1 NAND SEED & MULCH
WRING THE ESTABLISHMENT PERIOD, CHECK MATTING AFTER EVERY RAINFALL.
AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL AFTER EVERY
HEAR RAINFALL EVENT. IMMEDIATELY REPAIR/REPLACE MATTING AS NECESSARY.
IN CHANNELS, ROLL OUT STRIPS OF MATTING PARALLEL TO
THE DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH
MATTING NORTH
AMERICAN GREEN
MODEL C-125
OR EQUAL
INSTALL STAPLES EVERY FOUR FEET IN
FLOW LINE, ALTERNATING EVERY TWO
FEET ON EITHER SIDE. INSTALL STAPLES
EVERY FOUR FEET ALONG TOP EDGES
STAPLE
(TYP)
g..
Ok£R
frypJ
I? JOIN STRIPS BY ANCHORING
AND OVERLAPPING AS SHOWN
ANCHOR MATTING IN
6' TRENCH (TYP)
EXCELSIOR MATTING n
NO SCALE 1150/
3
31/2° MAX. 1 la
15" N PREPARE
U' AS SPECIFIED
NOTE:
OVERLAP SHALL BE 2° MIN.
AND BE LAID WITH OVERLAP
OCCURRING ON DOWNSLOPE.
ENKA MAT CHANNEL LINING n
NO SCALE 11 50
PROPOSED PROJECT RANGE--,,,
AQUA-DAM DIMENSIONS
INFLATED INFLATED
WATER DEPTH HEIGHT FT WIDTH FT
8 I'-0' 2'-0'
18 2'-0' 3'-10'
26 3'-0' 5'-8-
36 4'-0' 10'-0'
54 6'-0' 15'-6'
72 7,-0' 23'-6'
MA M.
INSPECT IIE(S AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL (I INCH OR GREATER), CLEAR
THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS
TO PROVIDE ADEOIJRE FLOW FOR SUBSEQUENT RUNS
TAKE CARE NOT 70 DAMAGE OR UNDERCUT THE WIRE
MESH WRING SEDIMENT REMOVAL REPLACE STONE
AS NEEDED.
1@ECf WPft4 WRft SIPLLTWFB R4IhY ND IFISR S1}liILWT
(i/o NCH OR 1ER) PINFNI tAf1115 m SFE F WA' OAK'CI
.VFOWIO OR EIfSFATE PoPPAP HAS TAxR VILE, tR IF
STCFS
NAVE BEEN OM4WA0. NIFCD6Y DINE ALL XR001 F6AT6 To
FRfl91f iWDEA DUWL
CAI SITE IS W.VIRD, Rf710h SAT FRCI BOBO SICNE PP
RV WY 11®1 BO USED AS GYWEL MNeD 10 fU.MT WdfT,
sPlwn LHNAY u wnwuX 7o awERL
PUCE STONE AROI
TEMPORARY SEDIMENT CULVERT INLET &
POOL IN DITCH LINE INTO BOTH BANNS
mIy J1
1 _ " SCOT t2"
DITCH LINE
f
CULVERT PIPE
USE 12` NCDOT FILTER ?4 STONE
STONE ON RIP RAP FACE SECTION - DETAIL
SILT FENCE
RIP RAP INLET PROTECTION /61
No SCALE 50
10'00' DEWATERING BASIN
r 0 2:1 SIDE SLOPE (IF REQ'D)
X 25'1 IMPACTED ARE IMPACTED AREA
r CLEARING LIMITS
TOP OF BANK
BOTTOM
RIP RAP AS RED 11 1
FOR NON ERODABL?' -
VELOCITY
?-A
TEMPORARY ,.,3 SILT FENCE -
OF BANK
D "t
REO'D
STREAM
,w
DOWNSTREAM I UPSTREAM
AEOUIREDAQUA-IAA IF I tj AQUA-DAM
.. ... TOBI...
1 + ORO S z x z
PIPE UN 12' 11E 45'
DISTURBED i1P
ARE
60' CONSTRUCTION EASEMENT
PL c TOP OF BANK
STREAM CROSSING NOTES: 4 4 a e
1. SCHEDULE STREAM CROSSING DURING PERIODS OF LOW FLOW.
' DOWN STREAM UP STREAM
AQUA-DAN
2. SCHEDULE MATERIALS & WORK SO THAT INSTALLATION OF PIPE UNDER CREEKS
SHALL REQUIRE NO MORE THAN ONE DAY. RIP RAP AS REO
D
FOR NON ERODABLE AQUA-DAM
3. DOWN STREAM AQUA-DAM MAY BE DELETED ON CROSSING WHERE GRADIENT VELOCITY QUIP. 12' TO 15'
AND FLOW WILL NOT CAUSE WATER BACKUP.
4. AQUA-DAM MAY ALSO BE DELETED ON RELATIVE DRY DRAINAGE DITCHES, OR PUMP AROUN ,
HOWEVER, STONE CHECK DAMS SHOULD BE INSTALLED ON LOWER SIDE OF THESE -'-
CROSSINGS.
BOTTOM
ED

I'- VADTH -I
5. METHOD OF MOMNG WATER THROUGH CONSTRUCTION SITE BY PUMPING OR WITH
TEMPORARY PIPE WILL BE CONTRACTOR'S CHOICE. SIZING OF PUMPS AND/OR STREAM BED
EXCAVATED AREA- '
TEMPORARY PIPE WILL BE BY CONTRACTOR.
/?- PPE
RETURN NATIVE PIPE
MATERIAL TO BOTTOM
OF STREAM BED NOTE:
TYPICAL STREAM CROSSINGS SECTION A-A
N'O scA 50
eN
e
O
BED.
TOP OF DITCH
PUCE SILT FENCE UPSTREAM,
INSTALL S.S. WHILE DITCH IS DRY.
CEL
ATRNG '
SANITARY SEWER
AS SHOWN ON PUNS.
?t2
PAN
WWIENANCE:
INSPECT AFTER EACH SIGNIFICANT RAINFALL Q NCH OR GREATER). CLEAR ME FENCE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RATS.
TAKE CARE HOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STDNE AS NEEDED.
TEMPORARY DITCH CROSSING n
ID SCALE 50
CONSTRUCTION SEQUENCE
1. VERIFY GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM NCDENR.
2 CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION CONFERENCE AND AN INSPECTION
SCHEDULE.
3, PRIOR TO ANY CLAMING OR GRUBBNG, INSTALL CONSTRUCTION ENTRANCES, CHECK DAM, SILT FENCE, INLET
PROTECTION AND STREAM CROSSINGS AS SHOWY ON PLANS.
4. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH MAINTENANCE SCHEDULES
5. INSTAL SANITARY SLATER AS INDICATED ON PLANS.
6. SEED AND STABILIZE DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION. TEMPORARY VEGETATIVE COVER SHALL BE
PROVIDED OVER DISTURBED AREAS WITHIN 15 CALENDAR DAYS OF PIPE INSTALLATION.
6. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL
DISTURBED AREAS AND SITE HAS BEEN STABILIZED.
7. REMOVE All EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
GENERAL NOTES
THE CONTRACTOR SKILL TAKE All REASONABLE PRECAUTIONS TO AVOID ME SILTING OF STREAMS, LAKES OR OTHER WATER
COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF CLEARING, GRADING,
EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL PROTECTION.
THE EiOSDN CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH
DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PUNS OR MADE BY THE ENGINEER.
All DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL EROSION CONTROL
REQUIREMENTS.
THE CONTRACTOR SHALL MANTAN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE U REPAIR UNTIL THEIR USE
IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES SHAT BE REMOVED AND DISPOSED OF SO AS
TO GUISE NO STREAM SILTATION.
WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAY, THE CONTRACTOR SHALL INSTAL THE CULVERTS AS RAPIDLY
AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM AND DOWNSTREAM SIDES OF THE STREW CHANNEL
PERMANENT OUTLET PROTECTION SKILL BE PROVIDED AT ANY CULVERT THAT T PASSES UNDER OR OVER IF THE CULVERT
AREA IS DISTURBED.
PUN SHOULD INCLUDE PROVISIONS FOR GROUNDCOVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
GOMPIEDON OF ANY PHASE OF (RIDING; PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLOWNG COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
TEMPORARY GRASSING SPECIFICATION
SEEDING MIXTURE RATE ILB/ACRD
RYE (GRAIN) 120
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - APR. 15
SOIL 1W SC
FOLLOW SOIL SOL TESTS OR APPLY 2,000 (B/ACRE GROUND AGRICULTURE LIMESTONE AND 1000 DU/ACRE 70-10-70
FERTILIZER.
Mull.
APPLY 4,000 LB/ACRE GRAN STRAW, OR EQUM/lEHT COVER OF ANOTHER SUITABLE MULCHING MATERIAL ANCHOR
MULCH BY TACKING WITH ASPHALT, NETTING, OR A MUCH ANCHORING TOO. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOO.
MAI.NTENANC REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WAR 50 LB/ACRE OF NITROGEN IN
MARCH. IF R IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, WERSEED WITH 50 LB/ACRE KOBE
(PIEDMONT AND COASTAL PUN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
NOTE THIS TEMPORARY GRLSSING SPECITCATKN IS TO BE USED DURWIG RE OATES SHOWN ABOVE PERMANENT GRASSING
SMll BE COMPLETED AS SHWA! FOR PROJECT GRASSING SPECFlGRYIS.
TALL FESCUE ICU
SERNXA LESPEDEIA 30
KOBE LESPEDEZA to
SEEDING NOTES
1. IN EASTERN PIEDMONT ADD 25L3/ACRE PENSACOLA EAMLAGRASS OR 10 LB/ACRE COMMON BERMUDALRASS. USE
COMMON BERMWAGRASS ONLY WHERE T IS UN- RELY TO BECOME A PEST.
2 AFTER AUG. 15 USE UNSCARIFIED SERICFA SEED.
3. WHERE A NEAT APPEARANCE IS DESIRED, OUT SERKEA AND SUBSTITUTE 40 LB/ACRE BANIAGRASS OR 15LB/ACRE
BERMUDM,PASS.
4. TO EXTEND SPRING SEEDING DATES INTO ,NNE, ADD 15 LB/ACRE HULLED BERMUAGRASS. HOWEVER, T IS
PREFERABLE TO SEED TEMPORARY COVER AND SEED FESCUE IN SEPT.
NURSE RUMS
BETWEEN WY 1 AND AUG. 15, ADD TOUR/.MALE GERMAN MILLET OR ISIB/ACRE SUWDAASS. PRIOR 70 MAY i OR
AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
$EEONG OWES
BEST POSSIBLE
FAIL AUG. 25-$EPT 15 AUG. 20-OCT.
OCT. 25
LATE QUITTER: FEB. I5-M/R21 FEB. 1-/PR. 75
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEAS. OVERSEEDIN'G U KOBE LESPEDEZA OVER
FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS Sao IN FALL
S91L I
APPLY LIME AND ANO FERTILIZER ACCORDING TO LEAS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURE UMESTWE AND
1,000 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000-5,000 LB/ACRE GRAN STRAW, OR EQUIVALENT COVER OF ANOTHER SUTABLE MULCHING MATERIAL
ANCHOR MULCH BY TACKING WITH ASPHALT. ROVING, OR NETTING NEFENG IS THE PREFERRED ANCHORING METHOD ON
STEEP SLOPES.
PBEFFEERTUZE RE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT
MOWING IS NOT NECESSARY. RESEED, FERTIUZE, AND MUCH DAMAGED AREAS IMMEDIATELY.
REVISIONS

l
SOUTH CENTRAL Scale: AS SHOWN Sheaf No.:

BY DATE DESCRIPTION SYN.
; 4og
c oty 7 r
P.A.
* ARZIANO & McGOUGAN
M
WATER & SEWER DISTRICT
Dale: AUG 09

TLM
3/09/10
ADJUST LOC. DEPTH OF VARIOUS LINES
3;iyR *?,7 , EROSION CONTROL
E SEAL consulting engineers
WASTEWATER
PHASE 1C
2 Drawn: KEW 50
J
;''A
38? OBox++28 ASHEBORO
NORTH CAROLINA 2720+
P DETAILS -
: Checked: HJM
'I4G .
, li
N
h C
Phone: [phone] Fax: [phone] na
ort
aro
Harnett County,
Job No.: 27010
Verslon: L
Of:
-
STANDARD CATCH BASIN/ g
CHECK YA" D 50
NOT TO SCALE