20100693 Ver 1_Site Plan_20101004

RE: Page 1 of 2
RE:
[e-mail] [[e-mail]]
Sent: Monday, October 04, 2010 3:41 PM
To: Strickland, Bev
Cc: Adam Carter [[e-mail]]; [e-mail]; Hiram Marziano [hmarziano@marziano-
mcgougan.com]
Ms. Strickland,
The link below will allow you to download the plans for the Harnett County project. The files are named
SC1Cl.pdf and SC 1B1 respectively.
http://www.marziano-mcgougan.com/upload/
If you have any questions or have difficulty downloading the files please give me a call.
Charlie McGougan, P.E.
Marziano & McGougan, P.A.
[e-mail]
Phone: [phone]
Fax: [phone]
Cell: [phone]
From: Adam Carter [mailto:[e-mail]]
Sent: Thursday, September 30, 2010 8:05 AM
To: [e-mail]; [e-mail]; cmcgougan@marziano-
mcgougan.com
Subject: Fw:
Hi,
I am forwarding this email from DWQ. Let me know if you have any questions.
Thank you!
Adam Carter
Wetland Solutions, LLC
PO Box 244
Bunnlevel, NC 28323
[phone]
[e-mail]
www.wetlandsolutionsnc.com
----- Forwarded Message ----
From: "Strickland, Bev" <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: Wed, September 29, 2010 1:49:17 PM
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vH V R... 10/4/2010
RE:
Subject:
Mr. Adam,
Page 2 of 2
Please provide me the site plans for the Harnett County project in pdf format. I will gladly grab them from
and ftp site.
Thanks
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
2311 Crabtree Blvd, Suite 250, Raleigh, NC 27604
Phone #'s [phone] or 715-8394
Email Address: Bev.Strickland'` ncdenngov
E-mail correspondence to and from this address may be subject to the North Carolina. Public Records Law and may be
disclosed to third parties.
https://mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/4/2010
HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES
SOUTH CENTRAL WASTEWATER
CONTRACT 1: PHASE 1 B-1
CONTRACT 2: PHASE 1 B-2
Harnett County, North Carolina
SECTION 113.1
i)
2) TYPICAL SANITARY SEWER INSTALLATION
PH
ASE iB11NDEXSHEET#1
3) PHASE 1611NDEX SHEET#1
4) PUMP STATION *2 FORCEMAIN
5) PUMP STATION #2 FORCEMAIN
6) PUMP STATION #2 FORCEMAIN
7) PUMP STATION4 FORCEMAIN
8) PUMP STATION_ FORCEMAIN
9) PUMP, TATION#2 FORCEMAIN
10) PUMP STATION #2 FORCEMAIN
11) PUMP STATION #2 FORCEMAIN
12) NOT IN PROJECT
13) NOT IN PROJECT
14) RAYNOR ROAD FORCEMAIN
15) RAYNOR ROAD FORCEMAIN
i6) RAYNOR ROAD FORCEMAIN
17) OF-210 PLAN 8 PROFILE STA 0+00-14+00
18)
19) OF-210 PLAN" PROFILE STA 14+00-28+00
OF 2

20) 10 PLAN" PROFILE STA28+00-42+00
OF
21

21) -
0 PLAN& PROFILE STA 42+00-56+00
OF-210PLAN"PRO FILE STA 56+

22) W-70+00
OF-210 PLAN & PROFILE STA 70+00.84+60
23)
24) OF-210 PLAN"PROFILE STA 84+00-98+00
OF-210 PLAN" PROFILE
9TA98+0

25)
25A) 0-112+00
OF-210 PLAN & PROFILE STA 112+00-126+2+0
1
OF-210 PLAN 8 PROFILE STA

26) 126+00 -140+00
DARKWOOD PLAN dPROFILE STA O+00.4+35
27) FINLEY PLANd PROFILE STA 0+00-14+00
28)
29)
.A"
FINLEY PLAIN PROFILE STA 14+00- 26+17
_Y PLAN, PROFILE STA 0+0

30) 0.14+00
DAVEY PLAN B PROFILE STA 14+00-21+61
32) 31) BERNARD BERNARD PLAIN PROFILE STA 0+00-14+00
N
, PROFILE STA 14+

33) EVA
00-19+46
VANS PLAN PLAN "
PRO FILE STA 0+00-14+74
34)
35) GARDNER PLAN&pROFILE STA 0+00.13+71
OF

36) -FINLEY2 PLAN& PROFILE STA 0+00-14+00
OF-FINLEY2 PLAN &PROFILE STA 14

37) +00-28+00
OF-FINLEY2PLAN&pROFILE STA28+00-38+26
38)
39) I OF-IVEY PLAN"PRO' ILE STA O+W-9+85
VEY2 PLAN& PROF
ILE STA 0+00-g+42
TABLE OF CONTENTS
40) IVEY STREET PLAN 8 PROFILE STA 14+00-15+61
HAIRE BTREET .-T
FALL PLAN & PROFILE STA 0+00.8+66
41) IVEY PLAN$PROFILE STA 0+00.14+00
42) HAIRE2 PLAN &PROFILE STA 0+00-5+97
43) ARCHIE2 PLAN &PROFILE STA0+00 - 11+21
44) HAIRE PLAN &PROFILE STA 0+00-3+54
ARCHIE PLAN & PROFILE STA 0+00.1+05
SECTION 1B•2
45A) PHASE 1B-2INDEX SHEET
45) 0 ERRA PLAN& PROFILE STA 0+00-14+00
46) OF-SIERRA PLAN &PROF ILE STA 14+00-28+00
47) OF-SIERRA PLAN&PROF ILE STA 28+00-42+00
48) OF-SIERRA PLANBpROFILE STA q2+00.56+00
49) OF-SIERRA PLAIN & PROFILE STA 56+00-70+00
50) OFSIERRA PLAIN PROFILESTA 7MOO.B4+58
551) EILEEN ROAD OUTFALL PLAN &PROFILE STA O+00-8+60
2j SIERRA2 P1AN8PROFILE STA 0+00-14+00
53) SIERRA2 PLAN & PROFILE STA 14+00-25+01
54) ARIZONA PLAN& PROFILE STA 0+00-4+08
CALIFORNIA PLAN & PROFILE STA 0+00-4+06
55) EILEEN2 PLANS FIR 'UESTA O+._.+J.
56) MARVIN2 pLAN&pROFILE STA O+00
-8+82+
57) SIERRA3 PLAN8PROFILE STA0+00. 7+14
58) MONTANA PLAN&PROFILE STA 0+00-10+55
59) M0NTANA2 PLAN "PROFILE
STA O+W-8+50
60) OF-OVERHILLS PLAN&PROFILESTA0+ 00.14+00
61) OF-OVERHILLS PL NABPROFILE STA 14+00-28+00
62) OF-0VERHILLS PLAN& PROFILE STA 28+00.42+00
63) OF-OVERHILLS PLAN &PROFILE STA 42+00-49+q2
64) SIERRA PLAN d PROFILE STA 0+00-15+00
65) SIERRA4 PIN&PROFILE STA 0+00-2+77
WYOMING PLAN & PROFILE STA 0+00-4+13
NEVADA PLAN & PROFILE STA 0+00-4+20
66) OREGON LANE PLAN, PROFILE STA 0+00-4+15
67) OVERHILLS PLAN B PROFILE STA 0+00-14+W
68) OVERHILLS PLAN&PROFILE STA 14+00-28+00
69) OVERHILLS PLAN&PROFNL 128+W-42+00
70) OVERHILLS PLAN&PROFILE STA 42+00-56+00
71) OVERHILLS PLAN, PROFILE STA 56+00-70+00
72) OVERHILLS PLAN & PROFILE STA 70+00.76+20
73) MARVIN PLAN& PROFILE STA 0+00-14+00
74) MARVIN PLAN B PROFILE STA I4+00-17+14
75) EILEEN PLAN& PROFILE STA 0+00.14+79
MARZIA
NO & MCGOUGAN, P.A.
consulting engineers
P.O. Box 4428 • ASHEBORO, NORTH CAROLINA 27204
Phone: [phone] Fax: [phone]
SEAL
3690
76) OF-0VERHILLS2 PLAN &PROFILE STA 0+00-14+00
77) OF-0VERHILLS2 PLAN d PROFILE STA 14+00-28+00
78) OF-0VERHILLS2 PLAN&PROFILE STA 28+00-39+28
79) ARCHIE P", & PROFILE STA 0+00.13+41
80) KELLY2 PLAN R0FILE5TA 0+00-2+38
8t) KELLY PLAN d PROFILE STA 0+00-7+84
82) PEGGY2 PLAIN & PROFILE STA 0+00-7+04
BRENDA2 PLAN 8 PROFILE STA 0+00-3+93
83) OFIRIN PLAN B PROFILE -TAO+00-11+91
84) HALLMARK PLAN B PROFILE STA 0+00-7+53
85) SUE PLAN &PROFILE STA 0+00-6+80
LYNN STREET PLAN & PROFILE STA 0+00- 7+01
86) PEGGY STREETOUTFALL PLAN B PROFILE STA 0+00.14+00
86A) PEGGY STREET OUT FALL PLAN &PROFILE STA 14+00-16+22
88) ANN PLANBPROFILE STAO+00-6+31
88) PATPLANBPROFILE STA 0+00-5+36
T -,39
89) STAGE PLAN& PROIFILE S
TA O+pp-11+50
90) COBBLESTONE PLAN B PROFILE STA 0+00-14+W
91) COBBLESTONE PLAN, PROFILE STA 14+00.26+01
92) COBBLESTONE1 PLAN & PROFILE STA 0+00.12+65
93) EVERETT2 PLAN" PROFILE STA 0+00-10+ 47
94) BRENDA p(gNg PRO FILE 'TA 0+00-13+42
95) PEGGY PLAN B PROFILE STA 0+00.9+73
96) EVERETT PLAN& PROFILE STA 0+00-14+00
97) EVERETT PLAN& PROFILE STA 14+00-17+06
98) DEB PLAN& PROFILE STA 0+00-2+52
BRANDON PLAN & PROFILE STA 0+02+.4+qg
99) STONE4 PLAN"PROF ILE STA 0+00.12+93
100) STONE PLAN" PROFILE STA 0+00-14+00
101) STONE PLAN & PROFILE STA 14+00-19+28
102) STONE21- LAN d PROFILE STA 0+00-10+32
STONE20F PLAN d PROFILE STA 0+00-2+02
103) STONES PLAN& PROFILE STA 0+0() -14+60
104) MISCELLANEOUS DETAILS
105) EROSION CONTROL DETAILS
JUNE, 2009
JOB NO. 27008
11x17 DWGS. ARE
TRUE HALF SCALE
FINAL DRAWINGS
NOT FOR CONSTPI ?('-T1nKI

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LOCATION MAP
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TYPICAL TRAFFIC CONTROL PLAN
NO SCALE
I I I CHANNEL
/ 4
105 105
AS PER DETAIL
I 6
104
I I I I
I uwI CONSTRUCTION & DISTURBED LMITS FOR
z> I ALL WORK ALONG ROAD SHOULDERS IS ?m
F, I FROM EDGE OF PAVEMENT TO THE DITCH z>
SHOULDER UNLESS SHOWN OTHERWISE ON ?p
w I THE PLANS. THIS IS TYPICALLY 10'+/-. ( w
U
Z
?-?- I-I FNI--
J` iI--FTd FN7 Fpt FM1, FM FIJ FP F!d FM + +
---------?i----1 ----------------------------- i
j BRIDGE I N.C.S.R. OR HIGHWAY
__-__--__I I ___________________________________________________
T w ? LENGTH AND DAMETER OF CASING AND
LENGTH AND DIAMETER AND TYPE OF
E PLACED IN CASING IS SHOWN
ON INDIVIDUAL PLAN SHEETS
I I
U
I I
ABBREVIATIONS
ABC AGGREGATE BASE COURSE FD FLOOR DRAIN OC ON CENTER
AL ACTIVE LEAF F FAN OD OUTSIDE DIAMETER
ALUM ALUMINUM FIN FINISH OPNG OPENING
& AND FIN GR FINISH GRADE
APPROX APPROXIMATE FL FLOOR
ASSY ASSEMBLY FLG FLANGE PL PLATE
0
L AT FB FLAT DAR PRV PRESSURE REDUCING VALVE
ANGLE /POWER ROOF VENTILATOR
PS PIPE SUPPORT

BN
BUTTERFLY VALVE GA
GALV GAGE
GALVANIZED PSI
2 POUND PER SQUARE INCH

BLDG
BUILDING
GPM
GALLONS PER MINUTE
PVC PER CENT
POLYVINYL CHLORIDE
BKR BREAKER GV GATE VALVE
BM BENCH MARK
BV BALL VALVE R RADIUS
HVAC HEATING, VENTILATION RCP REINFORCED CONCRETE PIPE

CFM
CUBIC FEET PER MINUTE & AIR CONDITIONING RED REDUCER

CHEM
CHEMICAL REINF
' REINFORCING

CL SP
CAST IRON SOIL PIPE
ID
INSIDE DIAMETER REQ
D REQUIRED
DIAMETER
CL2 CHLORINE IN INCHES R/I RIGHT-OF-WAY
CMP CORRUGATED METAL PIPE INSUL NSULATION RV ROOF VENT
CO CLEANOUT INV INVERT
GONG CONCRETE
CONSr CONSTRUCTION SECT SECTION
CTR CENTER JT JOINT SHT SHEET
CB CATCH BASIN SPEC SPECIFICATIONS
SQ SQUARE

D
DOOR LF LINEAR FOOT SS SANITARY SEWER
LG LONG STD STANDARD
DET DETAIL STL STEEL
DIA
DIM DIAMETER
DMENSION
I
MAT
MAT SRV SURGE RELIEF VALVE

OISCH
D
SCHARGE
MAX ERIAL
MAXIMUM
DO DOOR OPENING MC MECHANICAL COUPLING TYP TYPICAL
DWG DRAWING MCC MOTOR CONTROL CENTER TCP TERRACOTTA PIPE
DWL
DIP DOWELS MECH MECHANICAL TO TEMPORARY DIVERSION DITCH

DD DUCTILE IRON PIPE
DIVERSION DITCH MFG
MG MANUFACTURER
MILLION GALLONS
MOD MILLION GALLONS PER DAY VERT VERTICAL
E EA MH MANHOLE VM VALVE MARKER

EA ST
EXHAUST AR EACH MIN
MJ MINUTE/MINIMUM
MECHAN VOP VETRIFIED CLAY PPE

EF
EXHAUST FAN/EACH FACE
MO ICAL JOINT
MASONRY OPENING W
W/ WEST/WIDTH
WITH
EL ELEVATION WL WATER LINE
EQUIP EQUIPMENT WM WATER METER
EW EACH WAY N NORTH
EWEF EACH WAY, EACH FACE NO NUMBER
EXIST EXISTING # NUMBER/POUND
EXP. JT. EXPANSION JOINT NIS NOT TO SCALE
EXT EXTERIOR
REVISIONS
BY DATE DESCRIPTION
25'
i 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' MINIMUTA FROM
BASE OF RAILS TO TOP OF CASING
4
GENERAL NOTES
1- EXISTING UTILITIES SHOWN ARE APPROXIMATELY 6- STABILIZE EMBANKMENT SLOPES AT PASS-AROUNDS
LOCATED AT BEST. THE CONTRACTOR SHALL BE IMMEDIATELY AFTER PIPE INSTALLATION
BY SEEDING

RESPONSIBLE FOR NOTIFYING THE RESPECTIVE ,
.
EXCELSIOR LINER OR OTHER MEASURES REQUIRED

UTILITY COMPANY FOR EXACT LOCATION OF .
THE UTILITY (GAS, TELEPHONE, WATER, ETC.)
PRIOR TO BEGINNING ANY CONSTRUCTION CALL 7- DUCTILE IRON PIPE SHALL BE USED IN LOCATIONS

1-800-632-4949 (NCICALL) FOR GAS AND WHERE EXPRESSLY CALLED FOR ON THE PLANS.
TELEPHONE. REPAIR OF ANY DAMAGE TO EXISTING

UTILITIES SHALL BE THE RESPONSIBILITY OF THE 8- NOT ALL DETAILS AND ARRANGEMENTS APPLY
CONTRACTOR
, TO THIS PROTECT.
2- OPEN CUT ALL WATER LINES UNLESS BORINGS 9- THE CONTRACTOR MUST INSTALL CHECK DAMS IN
EXISTING DITCHES WHEN DISTURBED FOR ANY
ARE SHOWN ON PLANS. REASON, REGARDLESS OF SLOPE OR ANY OTHER
3- PASS UNDER ALL CULVERTS UNLESS OTHERWISE MEASURES CALLED FOR ON THE PLANS.
INDICATED ON DRAWINGS.
10- ALL GRAVITY SEWER LINES ARE TO BE PLACED
4- SEE DETAIL PLANS FOR DETAILS COMPIMENTARY 5' INSIDE R/W UNLESS OTHERWISE NOTED ON
TO TYPICAL INSTALLATIONS BELOW. PLAN SHEETS.
5- ALL FITTINGS ARE TO HAVE CONCRETE BLOCKING 11- NOTIFY HARNETT CO. DEPT. OF PUBLIC UTILITIES
(910/893-7575) BEFORE B
IN ACCORDANCE WITH DRAWINGS & SPECIFICATIONS. EGINNING WORK.
PASS OVER, UNDER OR AROUND
ICULVERTS AS LABELED ON PLANS
NEW FORCENWN 10' MIN.
2 OFF EDGE OF PAV'T.
705
R/W
DDCH
FM FM FU jFk -FIn
1
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12
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105
___________ ___________11__- -__-__ _-___-___--__-__-

705
-
( - - - R/W
I

I
LEGEND
EXISTING PROPOSED
LIMITS OF IWYEAR o SANITARY CLEANOUT
FLOODPIAN
SANITARYMANHOLE
WETLANOSNIAITS OF
I . WETLAND SANITARY SEWER
TREE LINE ?••?? WATER MANN
- PROPERTY LINEetIGHT A 9 GATE VALVE
OFWAY

I FIRE HYDRANT
CREEK BANK

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WATER SERVICE
FENCE
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PASS AROUND
PROPOSED SANITARY SEWER INSTALLATION
NO SCALE
SYN. N....CgR.
FOR: QpESeIC?i's;
MARZIANO & MCGOUGAN, RA
21p H9E9=
`SEAL`i consulting engineers
lsso P.O. BOX 4428 ASHEBORO, NORTH CAROLINA 27204
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Phonc336,6293931 Fax: [phone]
TYPICAL SANITARY
SEWER INSTALLATION
-" SS-' SANITARY SEWER ¦ CURB INLET
¦ CATCH BASIN
MANHOLE
EI DOT GRATE INLET
- FORCE MAIN
NQ FLARED END SECTION
---W-- WATER
?1 WATER METER EROSION CONTROL
FIRE HYDRANT
-X- SILT FENCE
DQ ® WATER VALVE
TEMPORARY MAT
STORM SEWER
® RIP RAP LINING
CATCH BASIN
^ CHECK DAM
© CURB INLET
SEDIMENTTRAP
? FLARED END SECTION
?r PERMANENT DIVERSION
---FO'- FIBER OPTIC
? TEMPORARY DIVERSION
--- E--- OVERHEAD ELECTRIC
---LIE--- UNDERGROUND
ELECTRIC
•p, POWER POLE
GUYWIRE
B TELEPHONE PEDESTAL
SOUTH CENTRAL Sale: NTS Sheet No.:
WATER & SEWER DISTRICT Date: JUNE, 2009
PHASE 1B Drawn: TLM 1

Harnett Count
N
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Job No.: 27008
Of:_ Version: 1
V:AProjeds\Hor-tt County\27008-SCVlVI-iB1\dr,gA27008-FM.dmg, 01-I1stal1-VT). 9/14/2010 10:38:54 AM

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PHASE 162
SEE SHEET 45A

NOTE:
PRIOR TO STARTING CONSTRUCTION AND/OR PURCHASING MATERIALS ON PUMP
STATION #2 (HAYES ROAD PUMP STATION) AND ANDERSON CREEK INTERCEPTOR,
WHICH INCLUDES PLAN SHEETS #17 THRU #28 AND PLAN SHEETS #35 THRU 337,
CONTRACTOR IS TO EXCAVATE AND DETERMINE THE EXISTING INVERT ELEVATION OF
THE EXISTING 12" SANITARY SEWER AT THE PROPOSED DOGHOUSE TYPE MANHOLE AS
SHOWN ON PLAN SHEET #3 IN THE EXISTING PUMP STATION ABANDONMENT DETAIL. IF
INVERT IS LOWER THAN THAT SHOWN ON AS BUILTS, IT MAY NECESSITATE LOWERING
ANDERSON CREEK INTERCEPTOR.
WHERE 15" PVC SANITARY SEWER SDR 21 IS CALLED FOR ON PLAN SHEETS FOR THE
ANDERSON CREEK INTERCEPTOR, CONTRACTOR IS TO FURNISH AND INSTALL 16" PVC
5DR 21, AWWA C905 PIPE.

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PHASE 1B2
SEE SHEET 45A

tel.

nk

ANDERSON CREEK INTERCEPTOR

HEED,.
i
PS #2
HAYES ROAD 1
PUMP STATION
PHASE 1CI
I ? I
/ L I
---_
HEET-2p? .'SHEET
HAYES RD (SR #2047) MATCH LIN

X I
N
1
1
?J
EET 2
EET 3
I
REVISIONS
BY DATE DESCRIPTION SYM. P°SH,,,?gRp?? SOUTH CENTRAL Scale: '"=SDD Shea' "°'`
,

,.
MARZIANO &C MCGOUGANI P.A.

W

Date: JUNE, 2009
SE L _
consultin
en
ineers SECTION 161 ATER & SEWER DISTRICT
g
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INDEX MAP# Drawn: KEW r?

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f ...
` P.O.Box7T28•AsxesoRO, NORTH CAROLINA 2809 1 PHASE 1B1 G
''•.,S F. ?' ' Phone: [phone] Fax: [phone]
Harnett C
t
N
th C
li Checked: HJM
oun
y,
or
aro
na Job No.: 27008 i
Of:_ Verslon:_
U:AProjects\Hernett Coun,y\27008-SCA9V9-161\d wc\27008-FM.d,-. 02. 9/14/2010 10:39:04 A
mm? .. MM- , _
BY DATE

L-ILI
L_
HAYES RD (SR #2047)
r
t,
r
/r.
1?4)-? PS #1
T RD BETHEL BAPTIST
ROAD
PUMP STATION
PHASE 1C1 \
1

ao // I T o48 ? ? ? I
DESCRIPTION mom mom '1000
REVISIONS
PHASE1B2
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BEET 2
1
1EET 3
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SYN. ='`QS"'"cAR?? MARZIANO MCGOUGAN P.A. Iota
`SEAL" consulting engineers
y,, es5o '0, P.O. Box 3728 * ASHEBORO, NORTH CAROLINA 27204
'Bi•'.;?Hp?N P:'
Phone: [phone] Fax: 336.629,3932
SECTION 161
INDEX MAP #2
SOUTH CENTRAL
WATER & SEWER DISTRICT
PHASE 1131
Harnett County, North Carolina
Coup
Scale: 1"=500' ( Sheet No.:
Date: JUNE, 2009
Drawn: KEW 3
Checked: HJM
Job No.: 27008 Of:- Version:
vig\27008-EV-., 03, 9/14/2010 10:34:24 A8.
PLAN &
PROFILE
------------------
SCALE: 1 "
= 50' H.
155
1"
= 5' V.
-- S U B M I TTA6
150
- -
150
145
-T - -
-
145
_
140
140
EXGRADE-
(TMP)
135
135
I
-
-
-
-
-_
-_
___-_
-_
- ---
---
COVER
--
130
-
-
__
- -
_— __
-
__
-
-_— -
-
-
- -
i — _ --
-
___ ___
— 36"r -RCP __
:.
_
-- -
130
PROP. 76•
ORCEMAIN
--
--
125
-
-
-
-- —
-
-
125
120
--
-
-
-
- -
-
-
-
120
115
--
-
-
--
-
---
-
-
-
-
-
-
-
-
- -
- -
- -
--
115
110
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
PUMP STATION #2
SOUTH CENTRAL
Scale:
AS SHOWN
Sheet No.:
BY DATE DESCRIPTION
SYM.
�Q-_oFEssio�(iti,
'
MARZIANO &McGOUGAN P.A.
Date:
JUNE, 2009
=:Q� 9 9
FORCEMAIN
WATER & SEWER DISTRICT
_ ! SEAL
consulting engineers
PLAN & PROFILE
PHASE 1 B-1: WASTEWATER
Drawn:
TLM
PP -04
P.O. Box 3728 * ASHE6ORO, \ORTH CAROLINA 27203
Checked:
HJM
Phone: [phone] Fax; 336 629.3932
STA 0+00 - 14+00
Harnett County, North Carolina
•� _7
Job No.:
27008
Of: Version:
G:AProlects\Herreit Coaaty\27008-SC NlW-1B1VdrreA27008-Fal-dwe.
4.
9/14/20%0 10:40:25 A'

WETLANDS
\ ?S\ ?\ / j
PROP. AIR RELEASE
STA. VALVE 7-80 104
y
\,?\s // yACPjz
5' INSIDC R/W
(TYP.)
LIMITS OF CONSTRUCTIONS
CLEARING LINE (iYP) 6?'?dx0CHECKDAM Q
v \\V ?- / ?/' / (TYP)
4
PROP. 16'FORCEMAIN\ \ 1? PLAN & PROFILE
SCALE: 1" - 50' H.
165 1" - 5' V. -- SUBMITTA,.
160

155 -
155

150 - - -------- -- ---- --- -
150

145 -
CHECK DAM
o.

-
--

-?`
-

-

-

-

-

3

--

145
_- GRADE
EX

---,??

104 STAB 27-80
-
140 - /?-?- - - ----/
140

RAIN
135 - -s - -
-
- -- 135

130 --- - - - --
- -
-
-
- 130

- l
125 -
- 125

120 - -
,

-

-
- -
- -
-
-
-

-- -
120
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

BY DATE
DESCRIPTION s
o? ;
?tN
PUMP STATION
#2 SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
vM. ,;
`;a
sro
°
9 , MARZIANO & MCGOUGAN
P
A D
t JUNE
20

TLM
3 10 10
REV. CHECK DAMS

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=
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`''
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.
1

FORCEMAIN

ATER & SEWER DISTRICT a
e: ,
09
s ;
SEAL
; consultin
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y; 3690 g
g
P
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4428 A
PLAN & PROFILE PHASE 16-1: WASTEWATER Drawn: TLM PP-05
.
.
ox
sHEeoRO, NORTH CAROLINA 27204
Phone'. 336.629.3931 Fax', 336.629.3932 STA 14+00 -28+00 Harnett County, North Carolina Checked: HJM
Job No.: 27008 Of: -- Version:
U\Proj-t<_AF,crnett CountyA27008-SCV)Vi-IEI\ dwoA27008-?M.evw. 5. 9/14/2010 10:40:48 AS
PLAN & PROFILE
------------------
SCALE: 1" = 50' H.
175 1" = 5' V. -- SUBMITTA,I,
L170 - - 170
165 - -
165

160
160

CIIECKDNd
155

-
-
-

EA. GRADE

- _

5

150
___- - -
-- I 1
- -------
- --
-
MIN a
- --
-
150

-__ - --
36'.
RCP.-._- -
COVER

145
-
145
-- PROP I
140
- -- --
-
- 140

135
- - -- 135

130
- - -- - -
- - -
-
- -- 130
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
REVISIONS
BY DATE DESCRIPTION SYIJ ^tH CgR
''- '' PUMP STATION #2 SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
. ,o
0
.
oA:
fessio•??y; /
MARZIANO & MCGOUGAN
P
A
Io Dale: JUNE
2?9
TLlA 3/10 f0 REV. CHECK DAMS p
=1.4
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.
. FORCEMAIN WATER & SEWER DISTRICT ,

= `
SEAL` ta
consultin
en
ineers
;
36 g
g PLAN & PROFILE PHASE 1B-1, WASTEWATER Drown: TLM PP-06
'FNa
k
.,
- r P.O.BOX4428•ASHEBORO,NORTH CAROLINA 27204
Phone
336
629
3931 F
336
629
3932
H
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li Checked: HJM
...
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.
.
ax:
.
. STA 28+00 -42+00 arne
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Job No.: 27008 Of:= Verslon:
L, :AProjects\Earnelt Cour_ty\27008-SCWN-1E1\ dwoA27008-Rh.dv,c 6. 9/14/2010 10:41:13 AL
PLAN & PROFILE

195 SCALE: 1" =
1" = 50' H.
5' v
-- SUBMITTA,I.,
.

190 - '' 190
- -

185 185

180 180

- EXGRAOE-` -
175 - - - -- - - - -- -- - 175
'
---- --- -- CHECK DAM
mp)
MIN. 3-

70

-

- COVER
_ N

cEn?
e
-

-

70
fo

165 - _
-
- s
'-
-
-
--
-
-
-
-
165

160 ?
' 160
-
•

155 .-
- - -
- -
-- - - -
-- -
- -
--
-
-
- --
-
- -
155

150 - - - - - --- - -- - - 150
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
REVISIONS
K'? RO

PUMP STATION #2 SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION srM.
.
%;;,
o.FESS;o
Iota
MARZ
IANO &r MCGOUGAN
P
A Dale: JNNE
2009
nM 3110110 REV
CHECK DAMS ti
..
9
2(' ,
.
. FORCEMAIN WATER & SEWER DISTRICT ,
. 1 SEAL
` '- consulting engineers Drawn: TLM PP-07
PLAN & PROFILE PHASE 1B-1; WASTEWATER
P.O.Box4428?ASHEBORO,NORTH CAROLINA 27204
H
C
N
h C
li Checked: HJM
Phone: [phone] Fax: [phone] STA 42+00 - 56+00 arnett
ounty,
ort
aro
na
Job No.: 27008 01:- Version:
U:AP,.i-to\Harnett CountyA27008-SC NJVJ-181\ driaA27008-FM.dwa, 7. 9/14/2010 10:41:40 Ail
r
\ PROP,i6'PLUG VALVE / z AS /
\\? \ PROP. 16'X16'TEE 40
\ TIE INTOBETHEI
\ BAPTIST CH. RDPORCMN
A SEE HEET IB FOR CONTINUATION \ 0?\SOVa?°' G?T.RA
.
.660
L 0e /
t, D
/ \ 9 &
\ H 65 LF 16'PVC IN
30'STEEL CASINO
/i/, •/ = \ \\\ G /
BORE B JACK UNDER ROAD \
\ \ \ V?io
N. PA39UNDER A
EX.16'RCP
\ P$Ati'? / ?: "/ j / PROP. 16' FORCEMA1111 A\ \ ??
X. A V BG? i
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INLET PROTECTION /?'' T/ /VA •W9
' " 0¢p 105 (n'P) A / / i\\
V A 00? pp ?
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?2 c
q,
LIMITS Of CONSTRUCTION J
\ \?
p0; CLEARING LINE (TYP) \ \ \ / \
?411 \V'v\
a
16'-90'BEND \VA07p
PLAN & PROFILE
SCALE: 1 =
1" = 50 H.
5' V
-- SUBMITTAJ5
225 .

220 - - - -- -- 220

215 - 215

210 - 210

205 - - > - - 205

200 - --- - - - - a - -- - - - - --------- - --- - - - -- 200

._
- __ -
__ --
_-
--
-
-
---_ --- -

CHECK DAM -

-A
_
_-

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-
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v
-_

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-- _-

-- --
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CODER
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--
- _-
--_ _
--
-

-
195 m'P.> los i ?- - _ __ - 195

--
--
-
_
--55 LFi6'PVC
IN -_-
PROP PLUG VALVE - 3(Y STEEL CAS NG
190 PR P.TEE BOREBJACK UND ROAD 199

185 185

180 = - - - -- -- _ 180
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
REVISIONS

'
PUMP STATION #2
SOUTH CENTRAL
Scale:
AS SHOWN

Sheaf No.:
BY DATE DESCRIPTION SYM. ,``'?SN
CARO??y,
o
?ero 1? ?f ,t 7T -7IANO .C..+ ? ? clJ 1V
OU T TGt1A TT
P
1V1t11?L1 1V l?L 1V1
A
Date: JUNE, 2009
JUNE, 2009
,.
o
?z;_e 9•,9:
` '
.
. FORCEMAIN WATER & SEWER DISTRICT
EAL
:, € consulting engineers Drawn: TLM PP-08
C
\'
27204
P
O
B
4N26
A
N PLAN & PROFILE PHASE 16-1: WASTEWATER
SHEBORO,
AROCL
.
.
OX
?
A
ORTH Checked: HJM
Phone: [phone] Fax: [phone] STA 56+00 - 70+00 Harnett County, North Carolina
Q Job No.: 27008 Of:- Version:
U:AProiects\Harnelt Caun;v\27008-SCVO'!-iHi\ d.: A27008-FV.dwa. 8. 9/11/2010 10:42:03 AN
11 I
N
2
? \ N
-\ .'/ \ \ lO5 SILT FENCE(TYP)
TALL OAKS ROAD PRIVATE
-70 00 -_ __ _71rOC-_r __ 7-2+09_- 73tD0. __ _14+UB' ' 100 . . . . . ... *-+KuX X-'-84 ,X`.u
77r00 . 78x00 . 79 81 06 82 00 009
76rW +00 80
_ _ __
-? F1h---FY ,-F1F-I FY---- --- --- - - - -? - -FL--+-'-Fll---FlNr
FMI
.- -, . . . . . . . . -.- . . . . . . . . . . .
R F11 + F1F-f-'__
•,-_.. PROP. 18'FORCEMAIN ? ? ? ? ? ? ? ?- ? ? - ? y -
LIMITS OFCONSTRUCTION &??f05 SILT FENCE (TYP) - /
i
? CLEARING LINE(TYP)
EX. WETLANDS (TYP)-
PLAN & PROFILE
------------------
SCALE: 1 50' H.
215 1" = 5' v. -- SUBMITTALS
210 -- --- --- - 210

205 a - - --- - - -- --- - 205

-
-
-
GRADE :
LX
- --
- -
-
-
-
- - - -
-
-
200 - ----
-
~-
°-
?
200
_ l ? - _ -?_
r - --

195 -
-
COVER
-
195

190 - PROP 1s_fasc - - ------ -?,- - 190
Eh, ------- -----
185 - --- - -- - - ?` . .. 185

180 - -- - - - -- - `- - - - ?? 180

175 - - - - - - -- -- -- - - 175

170 - - - - - - - - - - 170
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00
REVISIONS Scale: ASSHOWN Sheet No.:
?CgR
°S PUMP STATION #2 SOUTH CENTRAL
BY DATE DESCRIPTION SYM. O y
'
o
,' oQ 4essro <? s , MARZIANO MCGOUGAN
P.A. Date: JUNE, 2009
tae ;9 , FORCEMAIN WATER & SEWER DISTRICT
SEAL consulting engineers Drawn: TLM PP-09

' PLAN & PROFILE PHASE 1B-1; WASTEWATER
'Fq P.O. BOX 4428 • ASHEEORO, NORTH CAROLINA 27204 Checked: HJM
Fe
Phone: 336, 629,3931 Fax: [phone]
STA 70+00 - 84+00
Harnett County, North Carolina
Job No.: 27006 Of:- Version: -L-
U:AProiects\Harnett County\27008-SCVaV1- 1131V dwoA27008-Fhs.dvic, 9, 9/14/20110 10:42:33 AA
f /
' I
1 SILT FENCE(TYP) ' \• ?'
EX. WETLANDS(TYP) ,.105 ) PROP. 16' FORCEMAIN. 95+06 8
.-. ? .95+06 94+06 . FIF'?"?'-
?. \•? X'-' )09iBOX?---X X-- X'-8A906-'X_ x_ X- S1Y?09 X-'X_ y- x702+00 % ?
'
f1Aflh -- --+-
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I FM- /7 ---
- - '`-?`??f?"?'??•I-?'?"{?-_ ?fll?'?` 69+00- ? _t-- - - • ?: - '? /
. . . • . ' ' _-- - ---- 'F' LIMITS OF CONSTRUCTIONa
\ _- --- •-._. / \, CLEARING LINE(TYP)
PASS UNDER
EX. 15' RCP
20' PERM. 10' TEMP.
S.S. ESMT. CONST, ESMT.
---10'TEMP. J--
CONST. ESMT.
TYPICAL EASEMENT DETAIL

PLAN & PROFILE

1 SCALE: 1
' V
_ 5
-- S U B M ITTA,I,,
95 .

190 -_--'- -- 190

185 185

180 ??
_
,
- - _ --- >
-
-
- -
--
- 180
_-_ N

175
°-----??

--
--
-
- -- p
-Q
- -

-

- w
175
- / -?
-- _. I RCP
tt
r
-- a
--
170 - MIN -
- -

- / 170
--- - - ovE --__
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

165 - - - = -- PRO, b. 165

160 160

155 - -
155

150 - - - _- s - - --- - - _ 150
84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00
REVISIONS
. Scale: AS SHOWN Sheet No.:
.
ti.... PUMP STATION #2
BY DATE DESCRIPTION SYM. ,,
Q
:0•oeassroy.ry; MARZIANO & MCGOUGAN, P.A. Harnett County Water Date: JUNE, 2009
FORCEMAIN
SEAL € consulting engineers Treatment Plant Upgrade Drawn: TLM PP-10
'69 O
AS
O
27204
P
D
4428
N
C
O PLAN & PROFILE
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ox
.
RO,
.
HEB
ORTH
AR
LINA Harnett County, North Carolina Checked: HJM
„
??a Phone: 336.629,3931 Fax: 336.629,3932 STA 84+00 - 98+00
? Job Na.: 27005 ,
Of:- Version:_
U:AProiects\Harnett Couniy\27008-SCNNl-1E1\d wgA27008 -FM.d,.. 10, 9/14/2010 10:42:58 AN
i
ly ?
j,

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on
on

PROP. M.H. STA. 108+70=
STA. 26+88.66 SHT. 18 !! ( 1
I
I? I
m
ER WETLANDS (iVP)_ LIMITS OF CONSTRUCTION &

CLEARING RING LINE NE Cry,TYP) 60 LF 16" PVC IN
30, STEEL CASING
K
C
30 LF 18* RCP
, BORE & JACK
ft0
UNDER

B

98
00
99+00 i A- k? X- -10?,+fiB-•Xy X- k-? k09+0a?'X-? '
102+00 ' 109+00 '
104+00 105 GO. . 1006+80

S i

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- - - - -
SEESHEET I
_
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FMM I-FlIh-tF4- Y---+--FY-I--FW-- FY I FY--F--= e
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1 FIF-FIF-
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--
y--rX -•-X ^X TK -'-k -'-X• TX ^X .-3<rk T . . . . . . . . . . . . . ' . . .
i
/
/ PASSUNDER
PROP. 16' FORCEMAIN EX. 15'CMP I
CONST. ENTRANCE 105

l? 10$ SILT FENCE (TYP) I ?
W I

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W w
N al

I

I I
I

I

I
I I
27 PERM. 17 TEMP.
S.S. ESMT. NCONST. ESMT.
10'TEMP.
CONST. ESMT.
TYPICAL EASEMENT DETAIL
PLAN & PROFILE

1 ------------------

' V
SCALE: 1" = 50' H.

-- SUBMITTA.5
95 .

190 - - - - - - - - 190

185 - - 185

180 180

175 w - - - - - 175
-
?- -- - - -
EX, GRADE

170
1
TT ,, - - _ _ ,, - - -- = _

-

70

--_ _-___--.
- - --
--- PROP. 18- RCP

- -
165 !r - - - - - 165
Zj-

160
-
-
-
-
-- 30_STEEL CASINO_-==_
BORE&JACK-UNDER ROA[. :: -
_
_--r
-
_-
160

155 - - -- -- - - - -- - 155

150
98+00 99+00 100+00
101+00 102+00 103+00 104+00 105+00
106+00 107+00 150
REVISIONS
SOUTH CENTRAL Scale: AS SHOWN Sheet No,:
BY DATE DESCRIPTION SYM. ^R 1,,,,
a:ofE55o ..2. , MARZIANO & MCGOUGAN P
A PUMP STATION #2 Date: JUNE, 2009

` .
.
FORCEMAIN
WATER & SEWER DISTRICT
SEAL
! = consulting engineers Drawn: TLM PP-11
60x4428?ASHEBORO
P
O
NORTH CAROLINA 27204 PLAN & PROFILE PHASE 113-1: WASTEWATER
,
.
.
li
H
tt C
t
N
th C Checked: HJM
Phone: 336.629,3931 Fax: [phone] STA 98+00 -106+70 arne
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or
aro
na
Job No.: 27008 Of:- Version:
'
L:AProiecls\Hornett Cocrty\27008-SCWPJ-12t\. v.pA27008-FM.dwc, 11, 9/14/20!0 10:43:28 A%
NOTE: IN M.H. #5, CONTRACTOR IS TO CONSTRUCT 2 DROPS FOR PHASE IC-2
AND SHOOT STUB PUT AT INV. EL. 190.65 I m I 1 3NVTA
I PHASE iB1 CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN,
GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE 18 LF-18'RCP 105 TEMP. CONST. Rp
a I' - __--

PROJECT THAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION
I AND FROM HAYES ROAD TO THE CONTRACT
POINT AT PUMP STATION N0 ENTRANCE
+2FES V
I? J I S.S.M.H,#5
#
.
I DIVISION POINT AT PUMP STATION NO
THIS WORK WILL BE COMPLETED
2 00
8 iq
IQ$ 1
. I
?
,
.
.
TESTED AND ACCEPTED BY OWNER WITHIN 120 DAYS FROM THE NOTICE TO ._.
, I
,,,0
PROCEED. THE PHASE ICI CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS 16'88
ESS DRIVE
I
FOR THE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP
STATIONS. THE PHASE ICI CONTRACTOR WILL MAINTAIN AND REPAIR ALL 12, ACC
9+00 . a
,I :f
DAMAGE TO ACCESS ROADS DURING HIS CONSTRUCTION AND WILL BE
v me - t? ,, a
RESPONSIBLE
?. /'..
REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD,
D
C
CONTRACTOR WILL SO BE
D " (#
"
GRAVITY SEWER AND FORCE MAIN ALONG ACCESS ROA
?? nunee.e. nn. re.n.ne. ee?nn.re _
- 2-8'PLUA I Fox li Lr

REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. ,c`P?HaRa?;.,;
'°
fEea, * MARZIANO & MCGOUGAN P
A RAYNOR RD FORCEMAIN Date: JUNE, 2009
,o
°?P .
. WATER & SEWER DISTRICT
SEAL consulting engineers PLAN & PROFILE Drown: TLM PP-14
n:,. 36? yE
NORTH CAROLINA 2720
O
Box 4428 e ASHEBORO
P PHASE 113-1; WASTEWATER
.
,
. STA 0+00 -14+00 Checked: HJM
Phone: 336,629.3931 Fax: [phone] Harnett County, North Carolina
J
b N
„ o
o.: 27008 OL•_ Version:
U:APr°iecis\H°rnett Couety\27008-SO Vri'l-181\a vw\27008-FM.dv°. 14, 9/14/20'0 11:05:05 A.%
0,
-0
II 0 \ .
A,
s II N� Ih I , I\,
BETHEL BAPTIST ROAD SR.048
220
215 - - - - - - - -- 215_
210
M-'- -M-
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------__--15+00....
_.__t6+00 17 04__. _ ____18 00 _____ 79+00 20+00_
------------,------------------------------------------
—21+00
- ----
_...22+00
----
4 _.. _.24+0U ___-... ._
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-- - -_ - --
26+00 +
27 -),�S.SM
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- -._28+ 0 _-.
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-
$
H #9 -/�-7�
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''S.S. M.H.#7.
----
OF CONSTRUCTION& .
PROP 8 FORCEMAIN-�LIMITS
MH.#8�
INLETQLEARINGFUNE(TYP)
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--_-i
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I
PLAN 8_cPROFILE
o
11
-SCALE_1 '
= 50' H.
I
\
1
___� r ___ __-,
_ _ \
-_ __ �__
1 "
= 5' V.
200
220
215 - - - - - - - -- 215_
210
-
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-:
210
v
-
-
$
9.
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_
205
-
R
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200
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200
:.MIN. 3'
:COVER
195--
--- --
-.
- - -- -- '-
-.
- -
-
195
--- i -PROP. 8" FORCE IN --- ---.:
190
--- - -
-
- -
-- -- ---
-
--
190
185
-
- -
- -
-
-
- -
-
--
- -
--1tsLF
-
185
-
_ - --
- -- -
--- �
-
a•- SDR 3sPVC ss.
180
---
- -- - -
--
- - -
- - -
180
175
-
-
- -
--- --
-- - -
175
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
See o.:
BY DATE
DESCRIPTION
SYM.
........e..so 0�
' MARZIANO & MCGOUGAN, P.A.
RAYNOR RD FORCEMAIN
Date:
JUNE, 2009
2.; �p 9..;9=
WATER & SEWER DISTRICT
;`SEAL`' _
consultingengineers
g
PLAN &PROFILE
Drown:
TLM
PP -15
aero
'
PHASE 1 B-1: WASTEWATER
y`�``m ;= �,.
-
P.O. Box 4428 • AsHEBORO, NORTH CAROLINA 2720
STA 14+00 - 28+00
Checked:
HJM
Phonc:336.629.3931 Fax: [phone]
Harnett County, North Carolina
y
Job No.:
27008
- 1
Of: Verslon:—
U:AProjects\Harnett C ... ty\27008-SC696'I-iBi\dwgA27OOB-FM.dwq,
15, 9/14/2010 11:05:37 A'

1
0O
i 1
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o 1 1
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10 .1
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CONTRACTOR TO GRADE ACCESS ROAD \
TO FIT EXISTING GROUND ELEVATIONS.
STORM'MLL BE INSTALLED AS NEEDED 1
AND PAID FOR AT BID PRICE PER LF.
1
CONTRACT
I •
18 LF
8
DIVISION

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+2 FES
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\ 9.5. M.H. #15
AND SHOOT STUB PUT AT INV. EL. 199.66
PHASE 1 BI CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN,
LUMPSUMPUMP UNITPRICE \V '
CO dT GRAVITY SEWERAND PUMP STATIONACGESS ROADS FORTHAT PORTIONOF THE
STA CT CONTRACT
PH' IC1 PH 181 PROJECT THAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION \ - / '? CUSS ,
POINT AT PUMP STATION NO.1 AND FROM HAYES ROAD TO THE CONTRACT ROgO
DIVISION POINT AT PUMP STATION NO. 2. THIS WORK WLL BE COMPLETED, 12100
TESTED AND ACCEPTED BY OWNER tMTHIN 120 DAYS FROM THE NOTICE TO '
PROCEED. THE PHASE ICI CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS ' ???,....H?"' '
FOR THE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP
STATIONS. THE PHASE 101 CONTRACTOR WILL MAINTAIN AND REPAIR ALL LIMITS OF CONSTRUCTIONS
DAMAGE TO ACCESS ROADS DURING HIS CONSTRUCTION AND WALL BE //\,?•?? CLEARING LINE QYP) •\ \
RESPONSIBLE FOR THE FINAL ACCEPTANCE BY OWNER AS WELL AS ANY
REQUIRED REPAIR WORK TO ACCESS ROADS DURING THE WARRANTY PERIOD. S.S. M.H. #17
PHASE ICI CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ANY DAMAGE TO THE S.S. M.H. #16
GRAVITY SEWER AND FORCE MAIN ALONG ACCESS ROAD,
1 PHASE 1 BI CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED REPAIR pp? \' /'•
\ WORK ON THE FORCE MAIN AND THE GRAVITY SEWER LINES ALONG ACCESS PLAN CX. PROFILE
ROAD DURING WARRANTY PERIOD. ANY DAMAGE DONE TO THE ACCESS ROAD BY ------------------
PHASE 1B1CONTRACTOR INWARRANTY REPAIR WORK TOTHEGRAVITY SEWER SCALE: 1 = 50' H. -SUBMITTAL
LINE OR FORCE MAIN WLL BE REPAIRED BY THE PHASE 181 CONTRACTOR. 1 c 5 V.
175 - - > 175
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155
155 PROP.98 RCP
--
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150 - - 150
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145 341 LF 145 1?- on --.
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-
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1351 1 135
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 SYM- ? o SH ?-ARO( ?,
D apE59p ..
* MARZIANO & MCGOUGAN P
A
HIGHWAY 210 OUTFALL
Dale:
JUNE 2009
TLM 3/10/10 ADJUST DIST. LIMITS .
LQe ro9( y"= .
.
1 WATER & SEWER DISTRICT
L SEAL `: € consulting engineers PLAN & PROFILE Drawn: KEW PP-17
>\ Js? I
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Box 4428 ASHEBORO
NORTH CAROLINA 27204
P PHASE 1 B-1: WASTEWATER
.
,
. STA 0+00 -14+00 Checked: HJM
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•"""? Phone: [phone] Fax: 336,629.3932 Harnett County, North Carolina
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1 II

PHASE IBI CONTRACTOR TO COMPLETE THE INSTALLATION OF FORCE MAIN, 15 s
GRAVITY SEWER AND PUMP STATION ACCESS ROADS FOR THAT PORTION OF THE ?- - - - - I
I
PROJECT THAT RUNS FROM BETHEL BAPTIST ROAD TO THE CONTRACT DIVISION
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li
DIVISION POINT AT PUMP STATION NO. 2. THIS WORK WILL BE COMPLETED, 12'ACCESS DRIVE
TESTED AND ACCEPTED BY OWNER WITHIN 120 DAYS FROM THE NOTICE TO
PROCEED. THE PHASE 1C1 CONTRACTOR WILL THEN ACCEPT THE ACCESS ROADS I£
FOR THE PUMP STATION FOR HIS USE DURING CONSTRUCTION OF PUMP s• ELOPE
canE
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STATIONS. THE PHASE ICI CONTRACTOR WILL MAINTAIN AND REPAIR ALL

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29' 10'TEMP. J
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RESPONSIBLE FOR THE FINAL ACCEPTANCE BY OWNERAS WELL AB ANY

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NOTE
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STORM WI LL BE INSTALLED AS NEEDED
PHASE IBI CONTRACTOR WILL BE RESPONSIBLE FOR ANY REQUIRED REPAIR "
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AND PAID FOR AT BID PRICE PER LE WORK ON THE FORCE MAIN AND THE GRAVITY SEWER LINES ALONG ACCESS I IC
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PHASE IBI CONTRACTOR IN WARRANTY REPAIR WORK TO THE GRAVITY SEWER
PLAN &
PROFILE '-° °"'I I II
?
I LINE OR FORCE MAIN WILL BE REPAIRED BY THE PHASE IBI CONTRACTOR, -- - --
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165 MIN.3'
OVER ?. y PROP 1 aca _

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SEE SKEET II
FORCONTINU ATION

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160 160

155 155

150 150

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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 Seale: ASSH OWN Sheei No.:

BY
DATE
DESCRIPTION SYM.
,•`0?F£ssL?y; MARZIANO & MCGOUGAN P.A. HIGHWAY 210 OUTFALL Date: JUNE 2009

=
SE
`'
' WATER & SEWER DISTRICT
AL
:
-
> consulting engineers PLAN & PROFILE
WASTEWATER Drawn: KEW PP-18
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BOX 4426 . ASHEBOR
P O
NORTH CAROLINA 27204 PHASE 113-1; Ch
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STA 14+00 - 28+00 ec
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: HJM
os Phone: [phone] Fax 336,629.3932 Harnett County, North Carolina
Job No.: 27008
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PLAN & PROFILE
--SCALE: 1'-

" = 50'H.--
' --
SUBMITTAL
1 5
V.
=

185 185

180 m
x
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160
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175 175

170 170

165 165

160 160

155 -- 155

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150
150 0.15% --- - 15° SDR 35 PVC .S.
@0.15% 1 SDR 35 PVC SS. 359 1E

145 - 145
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. ;,° H- ^R?"'•,

Fe55,o,%
o: ' P.A.
MARZIANO & MCGOUGAN HIGHWAY 210 OUTFALL
ER & SEWER DISTRICT
Dale: JUNE 2
009
° , WAT
SEAL consulting engineers
PLAN & PROFILE
WASTEWATER
PHASE 1 B
1
Drawn: KEW
PP-19
y' F aam NORTH CAROLINA 27204
BOX 4428 . A3Hf9ORO
P
O -
:
Checked: HJM
s' ,
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. STA 28+00 - 42+00 C
li
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Harnett County, North
Job No.: 27008
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S.S. M.H.#26 -

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PLAN & PROFILE
SCALE: 1" = 50'
'
" -- SUBMITTAL

V. .
5
1
=

185 185

180 :
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=
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165 165

160 160

155 155

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425 0.15% 15'SDR PVC SS
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150 150

145 145
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. ,•`ORt???ARC '''.
G
FE55roti %<
, MARZIANO & MCGOUGAN P.A.
HIGHWAY 210 OUTFALL
Date: JUNE 2009
a
,
=;?p 9':,9,
` T WATER & SEWER DISTRICT
= SEAL I
consulting engineers PLAN & PROFILE Draw" KEW PP-20

F I
BOX 4428. ASHEBORO
NORTH CAROLINA 27204
P
O PHASE 1 B-1: WASTEWATER
°
' ,
.
. STA 42+00 - 56+00 Checked: HJM
J k
'•n,,n °' Phone [phone] Fax: [phone] Harnett County, North Carolina
Job No
: 27008
, . Of:- Version:
53:32 AV

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PASS UNDER
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B.S.MH#29 t. - \ 'ENTRANCE 105 - -
S.S.M.H.#3o --
WETLANDS / WETLANDS \\ \
135 LF 30' STL. CASING W I4' DIP \\ /•
BOREDBJACKED UNDER ROAD \•--•--•--•??' •'?
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PLAN & PROFILE
scALE. 1 - 5o FI.
SUBMITTA
--
5
195 1 5' V. .

190 - 190
- -
185 185
inn N -

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180 N o or v n m o N Ftzq 180
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165 rj _ -- 165

160 -- - - -- 160

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15'S R35PVCSS
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286 LF
@0.15%
155 333 LF cu 0.15`,4 15'SDR35 PVC S5 - _- - 155
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BORED &JACK ---15'.SDR3
DUNDER ROAD__ -- PVCSS_
--.
-----
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150 - Will 114LF14_ DIPINCASING _ _ 150
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
REVISIONS ,,, SOUTH CENTRAL Scale: ASSHOWN Sheei No.:
BY DATE DESCRIPTION SYM. ,o°?,SN.?ARO??,
G.
FeSS,n•,
;
P.A.
, MARZIANO & MCGOUGAN
HIGHWAY 210 OUTFALL
Date: JUNE 2009
o
?
`' , WATER & SEWER DISTRICT
SEAL consulting engineers PLAN & PROFILE
TER Drawn: KEW PP-21
;:
F Box 4428 ASHEBORO
'NORTH CAROLINA 27204
P
O PHASE 1B-1: WASTEWA d
Ch
k
21 .
'
' •
.
. STA 56+00 - 70+00 ec
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; HJM
?,, S F
6
''.,„
, Phone: [phone] Pas: 336.6293932 Harnett County, North Carolina
Job No
: 27006
1
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U:APrelects\Harneft Couniv\27008-SC L74Y-161\d craA27008-18 Ldmn, 2t , 9/14/2010 8:5352 A
Z >8+
S.S. M.H.#36 ?• I?k?,k ti l ,,..

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TYPICAL EASEMENT DETAIL
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PLAN & PROFILE I _

-, / SALE 1" - 50' N. I '
„
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-- SUBMITTA6
195 1
= 5
V.
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190 =: ?n y aa 190
N < a. N v F-

185 a 8 "` 185
= N^NN
EX. GRADE
S E
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am
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180
180

175 -

?- -
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175
- _ -_
170 170

165 165

160 160

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SOR 2I PVCSS -3111_F 40.16 k 15' R35PVCSS. 220LF 15' S

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-..@0.15°% 15'-SDR21P
CS.S. 624 LF
--
155 155

150 _ 150
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00
REVISIONS
SOUTH CENTRAL Scale: ASSHOVVN Sheet No.:
.
GgRO?-
BY D ATE DESCRIPT ION sym. S
PSH,
..,
G afe55lo.<y MARZIANO & MCGOUG P.A.
AN HIGHWAY 210 OUTFALL Date: JUNE 2009
`
` , WATER & SEWER DISTRICT
SEAL
1 consulting engineers PLAN & PROFILE
STEWATER
W Drawn: KEW PP-22
`
•y`P s5m NORTH CAROLINA 272
O
60r 1428. ASHEBORO
P 04 PHASE 16-1:
A d
Ch
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: HJM
Phone: [phone] Fax: [phone] Harnett County, North Carolina Job No,; 27008
M
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OT: _
54:13 AM
PHASE 162
SEE SHEET 60: B9+ /
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9 V l ?.
8+00 -' '? 91+DO ' ;-
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PLAN & PROFILE
------------------
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SCALE: 1 =
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REVISIONS SOUTH CENTRAL Scale: ASSHOWN Sheet No.:

BY DATE DESCRIPTION
EY°. CA '0

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STA 84+00 - 98+00
Checked; KEW
Phone: 336, 629.3931 Fax [phone] Harnett County, North Carolina
Job No,: 27000 Of:- Version: 1
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REVISIONS " SOUTH CENTRAL Scale: ASSHOWN Sheet No.:

BY DATE -
DESCRIPTION
SYM.
FOtf sso?? ;
C4ti ? * P
A
MARZIANO & MCGOUGAN HIGHWAY 210 OUTFALL
Dote:
JUNE 2009

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PLAN & PROFILE

PHASE 1 B-1, WASTEWATER
Drawn:
KEW PP-24
P.O. Box 9928 ASHEBORO, NORTH CAROLINA 27209 STA 98+00 -112+00 Checked; HJM
's, s Phone: [phone] Fax: [phone] Harnett County, North Carolina
?f2 Job Noe 27006
Of:_ Versl: 1
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112+00 113+00 115+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00
REVISIONS SOUTH CENTRAL Seale: ASSHOWN Sheet No.:
BY DATE DESCRIPTION s M. ,;oto.tissb°<%- P.A.
Io MARZIANO & MCGOUGAN HIGHWAY 210 OUTFALL
& SEWER DISTRICT
Date: JUNE 2009
`' , WATER
SEAL
; ' consulting engineers PLAN & PROFILE
WASTEWATER
PHASE 1B
1 Drawn: KEW PP-25
NORTH CAROLINA 27204
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Box 4428 • ASHEBORO
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HJM
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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. °0''lN.-?ARO?'''',
°'G?
+sro `'
° * MARZIANO & MCGOUGAN
P.A. HIGHWAY 210 OUTFALL
WATER & SEWER DISTRICT
Date: JUNE 2009
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I SEAL ,
_ consulting engineers PLAN & PROFILE
WASTEWATER
PHASE 1 B
1 Drawn: KEW PP-25A
L I
Box 4+28•A6NEao9D
NORTH CAxoux,527204
P
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PLAN & PROFILE
---------
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= 50' H.
-- SUBMITTAL

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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
? DaR

BY DATE DESCRIPTION sYl", t

FESS/aN.
0:
'L': ' MARZIANO & MCGOUGAN

7 P.A. WOOD DRIVE

DARK
WATER & SEWER DISTRICT
Dote; JUNE 2009
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consulting engineers PLAN & PROFILE
WASTEWATER
PHASE 1 B
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NORTH CAROLINA 2720+
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PLAN & PROFILE
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160
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SOUTH CENTRAL Scale: ASSHOWN Sheet No.:
REVISIONS
MARZIANO MCGOUGAN, P.A. FINLEY STREET WATER & SEWER DISTRICT Date: JUNE 2009
BY GATE DESCRIPTION SYM. •°`iM,?ARO ''•.,
Fessiol.?
consulting engineers PLAN & PROFILE Drawn: KEW PP-27
€ EAL" PHASE 1 B-1: WASTEWATER Checked: HJM
xm he P.O,BOX4428?ASHEBORD,NORTH CAROLIw272D4
,o ?.. a Phone, 336.629.3931 Fax: [phone] STA 0+00 -14+00
1E - I Harnett County, North Carolina Job No.: 27008
S F"14 01:- Version: 1
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165
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SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
REVISIONS
MARZIANO &z MCGoUGAN, P.A. FINLEY STREET WATER & SEWER DISTRICT Drae JUNE 2009
BY DATE DESCRIPTION n1A. ;='o??FE"s'sd``PP -28
'z:pa "PLAN & PROFILE Drawn: KEW
`SEALconsulting engineers PHASE 1 B-1: WASTEWATER
STA 14+00 - 26+04 Checked: HJM
y'. F 3ss? P.O. BOX 4425 • ASHEBORO, NORTH CAROLINA 27204
4 Harnett County, North Carolina
'a,, sxie Phone:. [phone] Fax; 336.629.3932 Job No.: 27008 Of:- Version:
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REVISIONS SOUTH CENTRAL Seale: ASSHOWN Sheet No.:
By DATE DESCRIPTION SYM. MARZIANO & MCGOUGAN P.A. EVANS STREET
o;afe5s,eti,.ti: WATER & SEWER DISTRICT Date: JUNE2009
°SEAL `t consulting engineers PLAN & PROFILE Drawn: KEW
m y PHASE 16-1: WASTEWATER
P.O.BOX4126 ASHEBORO, NORTH CAROLINA 27204 STA 0+00 -14+74 Checked: HJM
.F
' F" \P` Phone: [phone] Fax: [phone] Harnett County, North Carolina
Job No.: 27008 Of:- Version: 1
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SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
REVISIONS
By DATE DESCRIPTION SYM. MARZIANO & MCGOUGAN, P.A. FINLEY STREET OUTFACE WATER & SEWER DISTRICT Date: JUNE 2009
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SOUTH CENTRAL Scale: ASSHO wN Sheet No.:
BY DATE DESCRIPTION SYM. ;°p.SP'ICARO'''-•.
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210
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185 LINES.
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EXISTING THE NEW SEWER.
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NON SHRINK
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--. __, __-_ ---. -- -- --- _.-- -- ---- -- 16. FILL EXISTING WET WELL WITH RUBBLE AND STONE AND CAP WTH A 12'
- - - -- _0.75%
CONCRETE SLAB (SEE DETAIL).
- _ -- - ?:- _ - __ _------- 11. BACNFILL OVER EXISTING WET WELL TO PROPER GRADE FOR DRAINAGE.
- - --- '--- - -- -"---- 18. REMOVE ALL FENCING AND GATES,
)175-- 19. ELECTRICAL SWITCH GEAR AND SERVICEWLLSE REMOVED BYOWNER.
175 - - -- _ - ,_ _ 20. ACCESS TO WET WELL SITE WILL BE BY EXISTING EASEMENTS AND EXISTING
PUMP STATION MAINTENANCE ROAD THROUGH ANDERSON GREEK DEVELOPMENT.
170
170
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
REVISIONS n,,,..,, Dale: JUNE 2009
BY DATE DESCRIPTION SYM ?soesso<;y.`- , MARZIANO & MCGOUGAN, P.A. FINLEY PLAN & STREET PROFILE OUTFALL WATER & SEWER DISTRICT
"9 9 Drawn: KEW PP-37
? :SEAL consulting engineers PHASE 1 B-1. WASTEWATER
y. 36 141 P.O. BOX 44280 A5HEBCRO, VORTH CAROL-1:1A 27204 STA 28+00 - 38+26 Checked: HJM
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Phone: 336.629,3931 Fax: [phone] Harnett County, North Carolina Job No: 27008 Of: Version:
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REVISIONS
BY DATE DESCRIPTION SYM.
10 MARZIANO MCGOUGAN, P.A.
IVEY STREET OUTFACE WATER & SEWER DISTRICT
20' PERM. 10' TEMP.
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IVEY STREET
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MARZIANO & MCGOUGAN WATER & SEWER DISTRICT Date: JUNE 2009
, STA 14+00 -15+61 Drawn: KEW PP-40
consulting engineers HAIRE STREET OUTFACE PHASE 1113-1: WASTEWATER d
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North Carolina
Harnett County HJM

Phone: [phone] Fax: [phone] ,
Job No.:
27008
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BY DATE DESCRIPTION SYM.;�`oQ.'�,FEss;o°��y?
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BY DATE DESCRIPTION SYM. P.A.
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REVISIONS
MARZIANO & MCGOUGAN, P.A. SIERRA TRAIL STA 0+00 - 2+77 WATER & SEWER DISTRICT Dale: JUNE 2009
DY DATE DESCRIPTION SYLI.
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Scale: ASSHOWN
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BY DATE DESCRIP TION SYM.
P.A.
MARZIANO & MCGOUGAN
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REVISIONS SOUTH CENTRAL Scale: Ass"owN Sheet "°.:
Dote: JUNE
BY DATE DESCRIPTION SYM. , MARZIANO & MCGOUGAN, P.A. OVERHILLS ROAD WATER & SEWER DISTRICT 2009
Drawn:
?QpSEAL9":9 I consulting engineers PLAN & PROFILE PHASE 1B-2: WASTEWATER Check TLM PP-67
35 P.O. BOY 4428 • ASHEBORO, \ORTH CAROLINA 27204 STA 0+00 -14+00 Checked: HJM
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BY DATE DESCRIPTION SYId.
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JUNE 2009

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DY DATE DESCRIPTION SYM S'O?:opESSp'''y; Iota
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BY DATE DESCRIPTION SYl.1. : •'SN.?ARD'<,,
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scale;
ASS"°
WN
Sheet °.:
BY DATE DESCRIPTION SYM. ,00tNESgo?l?'.,
* MARZIANO & MCGOUGAN P
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OVERHILLS ROAD
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JUNE 2009
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PLAN & PROFILE

HASE 1 B-2: WASTEWATER

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TLM
PP-72

P.O.BOX442B?ASHEBORO,NORTH CAROLINA 2720A
STA 70+00 - 76+20 Checked, HJM

Phone: 336, 629.3931 Fax.[phone]
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PLAN & PROFILE Drawn: TLM
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BY DATE DESCRIPTION Sym.
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MARZIANO & MCGOUGAN, P.A.
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' P.O. BOX 4428 . ASHEBORO, MRTH CAROLINA 27204
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MARVIN DRIVE
PLAN & PROFILE
STA 14+00 - 17+14
295
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SOUTH CENTRAL
WATER & SEWER DISTRICT
PHASE 1 B-2: WASTEWATER
Harnett County, North Carolina
16+00
Scale:
Date:
Drawn:
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Scale: ASSHOWN
Sheet No.:
RY DATE DescRlPnoN sYM. o; fESS,a^.;? ": * P.A.
MARZIANO & McGOUGAN EILEEN DRIVE
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Dale: JUNE2009
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BY DATE DESCRIPTION SYIA. `,.��tN.-�^Rod;., MARZIANO �i MCGOUGAN, P.A. PEGGY STREET OUTFALL WATER &SEWER DISTRICT Date: JUNE, 2009
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& PROFILE - STA 0+00 - 8+39 Harnett County, North Carolina
V)H?NG-
?1 V1 0 ? < 250
245
240
235
230
225
220
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7+00 8+00
Scale: AS SHOWN Sheet No.:
Date: JUNE, 2009
Drawn: KEW PP-88
Checked: HJM
Job No.: 27008 Ot:_ Version:
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BY REVISIONS
MARZIANO & MCGOUGAN, P.A. COBBLESTONE DRIVE Dale:
DATE DESCRIPTION SYM. ,.°p1H--•R?!%s
2opo,Ees,o?. 9WATER & SEWER DISTRICT Drawn:
°sEAt'` consulting engineers PLAN & PROFILE PHASE 18-2. WASTEWATER
d
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k JUNE, 2009

KEW
PP-92
HJM
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3931
336
629
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PLAN_ & PROFILE -- SUBMITTAL
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255
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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
"tiH CARp??,, Date: JUNE, 2009
BY DATE DESCRIPTION SYAi. •PpQ;QfESSipN:,,y% * MARZIANO MCGOUGAN, P.A. PEGGY STREET WATER & SEWER DISTRICT
Drawn: KEW PP-95
EAL a f' consulting engineers PLAN & PROFILE PHASE 113-2: WASTEWATER
P.O,BOX4428.ASHEBORO,NORTH CAROLINA 2720+ STA 0+00 - 9+73 Checked: HJM
Phone: [phone] Fax: [phone] Harnett County, North Carolina Job No.: 27008 T
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REVISIONS
BY DATE DESCRIPTION
NOTE: OPEN CUT & REPAIR DIRT STREET.
PLAN & PROFILE
------------------
SCALE: 1 " = 50' H.
1 " = 5' V.
1+00 2+00 3+00 4+00 5+00 6+00 7+00
SYM." oaRMARZIANO & MCGOUGAN7 P.A.
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consulting engineers
P.O. Box ++28 . ASHEBORO, \OATH CAROLI\A 2720+
51
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SOUTH CENTRAL Scale: ASSHOWN Sheaf No.:
WATER & SEWER DISTRICT Dote: JUNE, 2009
Drawn: KEW PP -96
PHASE 1 B-2: WASTEWATER
Checked: HJM
Harnett County, North Carolina Job No.: 27008
Of: — Verslon:—

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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM.
e;
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; MARZIANO & MCGOUGAN, P.A. EVERETT STREET WATER & SEWER DISTRICT Dale: JUNE, 2009
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SEAL
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STA 14+00 -17+06
Checked:
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Job No.:
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REVISIONS SOUTH CENTRAL Scale: AS SHOWN Sheet No.:
BY DATE DESCRIPTION SYM. ;+°PSNCgRO(??% DEBORAH STREET - PLAN
O,aees:?a??y, , MARZIANO & McGOUGAN P.A. Dale: JUNE, 2009
& PROFILE - STA 0+00 - 2+52 WATER & SEWER DISTRICT
- °SE L`; ' consulting engineers Drawn: KEW PP-98
;y 36K. ' BRANDON STREET-PLAN PHASE 1B-2: WASTEWATER
P.O. BOX 4428 • ASHEBORO, NORTH CAROLNA 2720+ Checked: HJM
. . q....".... P Phone: [phone] Fax: [phone] & PROFILE STA 0+00 - 4+48 Harnett County, North Carolina
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REVISIONS SOUTH CENTRAL Scale: ASSHOWN Sheei No.:

BY DATE DESCRIPTION SYM. A.
P
, MARZIANO & MCGOUGAN STONE CROSS DRIVE
WATER & SEWER DISTRICT Daia; JUNE,2009
q:oFeSS-ati,:?:,
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FILE Drawn: KEW PP-100
S EA consulting engineers PLAN & PRO PHASE 1B-2: WASTEWATER
e P.O. Box 4428 • ASHFHORO,.NORTH CAROLINA 27204 14+00
STA 0+00 Checked: HJM
3932
336
629
3931 Fax'
Ph
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629 - North Carolina
Harnett County
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SCALE: 1" = 50' H. - SUBMITTAL
300 300 325 1" = 5' V. 325
295 295 320 320 -
290
285 -
280 -
275 -
270
265
260
255 =_=
BY DATE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
REVISIONS
iN CARO
DESCRIPTION SYA1.;�oeoFE55;oti5%ti MARZIANO &MCGOUGAN P.A.
SEAL`'; _ '
consulting engineers
.,. P.O. Box 4+28 . ASHEBORO, NORTH CAROLINA 27204
a o `•„i_ Phone: [phone] Fax: [phone]
STONE CROSS DRIVE - PLAN
& PROFILE - STA 0+00 - 10+32
10+00
SOUTH CENTRAL
Scale: ASSHOWN
WATER & SEWER DISTRICT
Date:
JUNE, 2009
PHASE 1 B-2: WASTEWATER
Drawn:
KEW
Checked:
HJM
Harnett County, North Carolina
Job No.:
2700
Sheet No.:
F '
Of:- Verslon:

NOTE: ' ONO
CONTRACTOR TO CONNECT TO EXISTING MANHOLE. CONTRACTOR TO -_ZL 1 ',,• III \
NOTIFY ENGINEER IF ANY ADJUSTMENT TO PROPOSED INVERT ELEVATION IiJ i1 \
IS REQUIRED. CONTRACTOR IS TO PLUG EXISTING SEWER LINE TO
PREVENT ANY FLOW FROM ENTERING SYSTEM UNTIL PHASE IBI 1 •I I I ?' (, 1 \_
CONTRACTOR IS READY TO RECEIVE SEWAGE FLOW.
_ , D I I 1
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20' PERM. 10 TEMP.
S.S. ESMT. CONST. ESMT.
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TYPICAL EASEMENT DETAIL
scAL-E : 1 = 5o a -- SUBMITTAL
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270 - - - / 270
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-

250 250

245 -- - - 245

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21 PVCSS---- -

- - - - - - --- -- 240

235 - - -- - - - - - -- 235
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
REVISIONS „„„ SOUTH CENTRAL Scale: ASSHOWN Sheet No.:
BY DATE DESCRIPTION SYM. Io MARZIANO & MCGOUGAN
P
A OUTFALL
N STONE CROSS DR Dale: JUNE
, 2009
?ae 9:9= .
.
, . WATER & SEWER DISTRICT

SEAL `i - ta

consulting engineers

PLAN & PROFILE
Drawn:
KEW

PP-102A
s? PHASE 1B-2: WASTEWATER
'Fp, P.O.Box 4428• ASHEBORO, NORTH CAROLINA 2720 STA 0+00 -10+63 Checked: HJM

` Phone: [phone] Fax: [phone] Harnett County, North Carolina
Gt ? Job Na.: 27008 0f:= Version: ?

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SCALE: 1" = 50' H. m

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SUBMITTAL
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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 13+00 14+00 14+50
REVISIONS
BY DATE DESCRIPTION
SYM.
r
MARZIAN
O &
M
G
P
A SOUTH CENTRAL Scale: AS SHOWN Sheet No.:

:P
9
'+"
S r
C
OUGAN,
.
. STONE CROSS DRIVE
WATER & SEWER DISTRICT Date: JUNE, 2009
'SEAL
`
= consultin n
in
I
g e
g
eers PLAN & PROFILE
PHASE 1B
2
WASTEWATER Drawn: KEW PP-1 03
0 P.O.BOX4428. ASHE 90R0\DRTHCAxDLisA27204
STA 0+00
14+60 -
,
Ch
k
d
p:` \,.''' Phone: [phone] Fax: [phone] - H
tt C
N
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li ec
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: HJM
? arne
ounty,
ort
aro
na
Job No.: 27008 Of:- Vers ion:
wsfe aJnTS/

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-'swo?,s mis wnt .w nnsee
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STANDARDPRECASTMANHOLE 8
104
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ul
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STANDARD MANHOLE W/ DROP e
No su6E 104
r nAVbw xE -
NSs!iNY Roc,
i?r me max
A• raNE u°DY1'm'rs
COMBINATION AIR RELEASE VALVE&MANHOLE
3
m sum 1
EXIST. STORM
SEWER
l II
?' y r STONE
I -- - Ii
FORCE MAIN
LENGTH OF ENCASEMENT
TO BE STORM SEWER
O.D. + 2'-0° OR AS
SHOWN ON THE PLANS
TYPICAL STORM SEWER CROSSING 4
No ac- 104
REVISIONS
BY DATE DESCRIPTION SYM.
S
tDa"ac?r?. roY r?AVw?
A
xb•
umY saM xu Pa +urt
?., Y mf1 `Y Haul w?saw?t
(W.'IFP Ua G6§n vFE /
\\\ SN11iXWW"
/ naEwwx-
s1m cRaw we` r1uwu ? ?a'¢
ELEVATION
ban ro ePa vc
a ww,m EwY
x
o
31
SECTION "A"
( a mwaxofn
we°OS°''j \ T
L--no,eaaAS Vaw ? J
PROFILE
LAYING
CONDITIONS DESCRIPTION PROJECT USE
FLAT BOTTOM UNDISTURBED NOT USED.
EARTH TRENCH, LOOSE BACKFlIL
TYPE 1
FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
TRENCH. BACKFILL LIGHTLY
CONSOLIDATED TO CENTERU
LINE
Of PIPE.
TYPE 2
PIPE BEDDED IN 4' MINIMUM
JOB EXCAVATED MATERIAL NOT USED.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
TYPE 3
PIPE BEDDED IN SAND, GRANULAR ALL PVC WATER
MATERIAL OR GRADED GRAVEL TO LINE AND WC
THE DEPTH OF 1/8 PIPE DIAMETER, FORCEMAIN,
IN. JOB EXCAVATED MATERIAL
COMPACTED TO 4' ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
TYPE 4
l?T-?Nori vYx?is m wr?a?wa°uiunN¢"?iuan ?
TrxE6 x6s\
\, ? att
-- ---- --- ----- - ------------ --
xOTe ? CWh6EiE EWllR
Ai PPE NIEASECMNS 16HTPtE
VVVFS, RJN COPE w Ar ONLY -v w BOx VNw -\
ONE VALVE.
SaHGLE 12 ANG SOLD CORE WIRE,
P.YC PPNNF? ?(
TYPICAL TRACER WIRE INSTALLATION ID
No Sou 10
s II m a wRS Has ro awsG suss ex,. w.a nv? w.ff.wao rs A mna Ncam wsc en
v PLYE TNTA rHxVlUx myu 140,, RNSOR A66UEYMIIE Tu-
' ?as<a?ir w?nEx'"WEU mac wni¢w sna. xsrtw esrruA wsr en uo oral wssar wixA
6 ORiEAN6E_.
E%6liNG SH UNLESS
AWN ON llE PWIS
ROAD
?RNa SNWtOER
I I *--__T
II I
i i I _L_ BICNFEL IN 8' DFIS
I SEE NOTE
•? i I
» I ? I
I
NEW FORCEw1N?
I 1I r I
PIPE BEDDED TO ITS CENTERLINE ALL PVC GRAVITY
SEWER ONE.
IN COMPACTED GRANULAR MATERIAL NOTE..
?p 4' MIN UNDER PIPE COMPACTED N o.oi. R/W BUr eror IR ICR 711E PAxuEN4 Rwmu
9ry GRANULAR OR SAND MATERIAL TO TO j aaclwi IwiPm DR S. X ORy DERSnrWHICHEVER ,
4'A90VE TOP OF PIPE. ITS oRKHNAinDENLESS IN S" OR 90x?UAY.CORf?DTPgirB'•?KTH°Ewt
(APPROX. 95% STANDARD PROCTOR, IS LESS.
MSHTO T-99)
TYPE 5
BORING & JACKING DETAIL 8 TYPICAL LAYING CONDITIONS 7
NO
ScuE l04 xo swE
104
rw?
1. Woon awiaanwmc uP Wa
PMUam mac T6DItl1 a Dn.
z nnPAm.E'Pfl6Nfixnlcw NIOn xm sun
umnr¢m ETON \ r 1 umSf?Pm 0 io BE a- taw Ix
, i
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?
CONCRETE TI4R?USTBLOCKING I/o T
No SLY[ Ix. .=eOOSW ww wE \IW/
CONCRETE THRUST BLOCKING SCHEDULE
FITTING
SIZE MIN. BLOCKING AREA (SO. Fr.) MIN. CONCRETE REO'D. (CU. YD.)
TEE 90' 45' TEE 90'
45'

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r

fY J of

fr u fs
Y u u
sl as

sY
Veto 1r
MARZIANO &r MCGOUGAN, P.A.
f ' consulting engineers
P.O. BOX 4428 . ASHEBORO, NORTH CAROLINA 27204
Phone: 336.629,3931 Fax: [phone]
I"'onEEieEn n PA?'nUwo°C
wan Emr. Paam
anAa von. J•.?1 ----------
aw an .-.
NPNtF6 0n81L/ I? \6' SMF MPlLED W IUx FxY ml9n
=yam o0.0.a a's V aa11°f°i s'?m
TYPICAL TRENCH SECTION { 'N IN CONC. DRIVEWAYS 9
104
TYPICAL TRENCH SECTION ON ROAD SHOULDER I1
NO s'.aE 104
OFEN NEW OR EXISTING VH
TO 1CCEPT PROP05ED
FORCE AA GROUT
OPENING WITH HYDRAULIC
CFNEIa SECURE Cl. BEND TO V.H.
WNL WITH A 2' MOE By
STEEL SIRMfJ1?QED
ATNriORS ANO B7LiS.
90 BEND
`STEEL STRw
/ NEW OR Ec"NO NH \

NL+a A a? wE ? woxJn Am
wE oxma ro Am Aw, aACS .ua
l?EU,a6y'e&laay
aE Ma
oxM ,way
, wtM JIB ?
PLAN VIEW
ELEVATION
DETAIL TO SHOW PLACEMENT OF FORCEMAAI
INTO NEW OR EXISTING MANHOLE 12
NN scYE 104
I m- WHEN REQUIRED TO CROSS
RAID, CWTRVCTM SRW.
BONE 4' D.I. PPE.
VSTNNLESS SREL HANDS (3)J
'
F
Ve Is ,h 04 OR Aas. ADDLE SISP-Sd?^I.E Y

CURB & WATER iKJlr
PLUG
A,
PAYEVINT-, GUTTER ? 90E WALK
-__

16
OE BE M 1/4' PERO a? ._-aLrNaIR
SOH.
4' SOH. 40 RC OR Ali$ %WEPEr, 'NF
VAIN -'a' ns(p-0 i=b tl!' R=0 azx c- P=
\
C- REOb./ --TEMPORARY WATER TIGHT PLUG
O
J
ON SMI M PIPE
TAP TO BE COLE ON THE WYE PROPERTY OWNER TO NE TO WYE
TCP QUARTER OF THE VNN
FOR V.C. VAN & V.C. SADDLE 104 BLOCK & SEA, WITH MORTAR.
FOR V.C. WN & C.L SAME 104 PROWE (I) STNNIESS STEEL BAlO AROUND UAW & SOLVENT SEAL
FOR ABS. OR M MAN 104 PRWIDE (2) STWNIESS STEEL HANDS AROUND MAIN & SOLVENT SCAT.
STANDARD SERVICE SECTION 13
No - 104
SANITARY SEWER DETAILS
NOTES:
I. VEM EUV. TO BE SET 12' VN. AeGyE ICO - ROM EIEV,
WCr ROOD ELEV. TO BE SET nsg lon - ROOD PUKE STAY
CF AS SN"'H GN TIE PINS.
1NWWAIERPR]oF RWO II QA'ER YAEN VH 4EIR R AEWRFA
0-916-O OR EW4.
3. SIRE COURT eROW - VH 1TM LR-S II SME
eIR4 VENT PPE To PpSf
Ar TOP tsu mM. W/$ID
C4V, PPf SRVP$
& c4v. sErs (nr)
NaM
aN Puns
ON
MANHME
SOUTH CENTRAL
WATER & SEWER DISTRICT
PHASE 113
Harnett County, North Carolina
Sealed Manhole &Vent Imetions
Vent Height
P&PSh, No. MH.NO. Vent Regd Above Grade
23 43 no
24 44 no
24 45 no
27 E4 no
27 65 no
27 66 no
21 67 no
27 68 0
28 70 0
28 71
28 72 no
28 73 no
28 74 no
35 1W no
35 106 nD
35 107
35 108 yes : 7,5
35 109 no
36 110
36 IGA
36 111 yes 6.0
36 112 no
36 .3
36 114 no
37 115 Yes 3.5
37 116
37 117 no
ox NR oeta Saa9!
EIFVATYJI (SEE NOtE)
? .OrwRER) tm w,x
Ls' SCH b DW.V.
SR. VENt PPE COP)
? MH
0.25 at CONCRETE
TYPICAL MANHOLE VENT
NO SCIEE
Scale: AS SHOWN Sheet No.:
Date: JUNE, 2009
Drawn: KEW 104
Checked: HJM
i7 aoo Fia waMW ""'"'- '
TYPICAL WATERTIGHT BOLTED MH RING & COVER
NO SOME
MAINTENANCE..
INSPECT SEMMEW FENCES AT LEAST WEEKLY MD
AFTER EACH
?IFICANT REIG TER)) AROREPAIR IIMMERMWDA ELY INCH OR
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE
PR ROLPTLY.POSE OR ED,
,DUE WEFFECTNE, REPLACE FILTER
REMOVE SEDIMENT FABRIC
PROVIDE ADO DEPOSITS NECESSARY TO
RAW AND TO RA VOLUME
EDUCE PRESSURE ON DU f2 ME NEXT
AEA CARE TO AVOID UNDERMINING THE EFI .
CLEAN OUT. DURING
REMOVE % FENCING MATERIALS AND UNSTABLE BACK WITH
D
AREA K FILL MIN.
IRSIRE DEPOSITS AND BRING THE AREA TO GRADE UYF
E R AFTER THE CONTRIBUTING DRAINAGE OF GRAVEL
HAS BEEN PROPERLY STABILIZED.
\ , 14' MIN.
B' MIN.
NOTE
FENCE TO BE PLACED AT THE
EXTREME LIMIT OF THE AREA
TO BE CLEARED
V TRENCH
ELEVATION - DETAIL-
TEMPORARY -T FENCE 1
IDS
2'MIN.
L.UN
TEMPORARY DIVERSION DITCH 2
N05CAIB 105
SILT FENCE I 10'x10' DEWATERNG BASIN
0 21 SIDE SLOPE (IF REO'D) /- CLFAPoNG LIMITS
254 -ACTED AREA I /
12' PE - 1 SILT FENCE
FLEXIBLE
PPE lEi1PtlURY J. TOP OF BANK
NUmp
_ MW
n4' P P
? BOTTOM
RIP RAP
FOM REO'D
FOR Non RCDAB!>< Y _y P + OF BANK

MEtacm --
/
S4N1
A
r_IAS RED 1)
DQWNSLRE
AGw-Da IF
a
REWIRED I UPSTREAM
AQUA-DAM

+' TIRO SE
PIPE
LIN TS'
45'
DISTURBED
MEA TYP
60' CONSTRUCTION EASEMENT
PLAN
C TOP OF BANK
RP RAP M REO'D
FOR NON ERODA$E
VELOCITY _zz?_ UP SLREM
CAOVA-DAM? RFOD?A_BW?D
STREW BED . , W,_ ! IOR.PUM?UNE- UNMIED
BOTTOM DF IN?MpTTID
EXCAVATED ARU-
W1E - W'DTM
RETURN NATIVE BPBTRFAN
_ PROPOSED Up
OF TO PRi DF
BOTTOM -? PIPE LINE WATER
STREW BED
NO1F: AIWA-DAMS TO u
IRNDSNRBEO BOi
SECTION A_A
REVISIONS
DY ZDATE
DESCRIPTION ."`?H SCAR"'
LM 3 SYM.
O?''4ES
ADD STREAM CROSSING=ETAIL _ 2;ap°
A SERI
N
?Hu
STONE CHECK DAMS BULL BE USED WHD40,11R ROAD DOCH SLOPES ]R OR GAUTER.
SEE DETAIL FOR SPACING. REMOVE CHECK DAMS AFTER GRASS IS EIS 3% OR
A 1.5'
YN MIN.
DLi fl
FABRIC
T POST OR A
CREOSOTED
OSON
ST COMBO ??---?-
?Lt?p STONE
FABRK-? ?? 1:1 ?
/ SECTION AM
L-THE DISTANCE SUCH THAT POWs A AND 6 ME OF EQUAL ELEVATION
A B
LESPECT CHECK DAMS AND CHAK,,w A MAST
GWNN WFFIRY Pro ltlFR C1GX
R -MMFEURLY. -,
M SFDypaR?'MA D BION OR W=- nur GmRe ax nc
¢ WHET es
AIEPDUIF nS A ??E1N F? DF iIEWU. SCI All
"uuGE IuIWEAAmr. F aauDCAVr ELmsKW oxu>s &iWFFtI rvus,
PoPaa aEWANwTM uN Ix AtlN seal As IxSrAlpp A FNTECIM1E
PMTMN a RE aANWa
iO (PANIEIA?KGLTA?RdI.?i M iK 6?1K M NEFGD t0 PREVENT
STONE (NECK 6ML AYn PklflR CNCE f tl 5 F??y°' iUgB? SEFHr ?
m Sib¢5 i0 eW M NEIDED r0 LLWRAW LYRGN 10wa
TEMPORARY STONE CHECK DAM 4
Ko scAtB 105
MAINTENANCE
DUWNG THE ESU$JgIMENT PERM CHECK MATTING AFTER EVERY RANFAL
AFTER GRASS IS EST
HEAVY RAINFALL EV7OR, NABLJSHED, PERIODCMLY CHECK 7Hf CHMNE7 MiER LVFRf
MEDARLY flEPAW/REPVCE WTRlIG AS NECESSARY.
IN N C CHANNELS, ROLL OUT STRIPS OF MATTING PARALLEL TO
THE DIR
ECTION OF ROW AND OVER THE PROTECTIVE MULCH
MATING No""
APE4CW GREEN
MODEL C-125
OR EQUAL A&h?w?
ON NATUR
IM OF SIN BED.
TYPICAL STREAM
SOSC,IID---
INSTALL STMLES EVERT FOUR FEET IN
FORA LHE, ALTERNATING EVERY 7000
FEET ON MINTER SIDE WSAJ1 STMLES
EVERY FOUR FEET AOUIC 70P EOCES
STAPLE
(i1P)
O?ORC9a T
L JOIN STRIPS BY ANCHORING (I rpJ
AND OVERLAPPING AS SHOWN
ANCHOR MAITNG IN
6- TRENCH Oyp)
EXCELSIOR MATTING s
NO SC E
IDS
15 ar 57 WASHED
STANDARD CATCH BASIN/ 6
NOT TO SCALE IDS
?? blRFi SIRUCIINR'AEEIQY WO AFIDt Sx1R1FAN
Oh Wal Ea a>F.4>w) PAwW4 EWDS ro sET F AM' EAC6KH
ARWXp a
e Inw ME IPPAp xAS rAVw
HAP,llPlllR MIETMmY MNQ MLASE DA F SIaE3
IFFOFp aPAFS To
aKE mL I::r,HL?u Pow.E ?r NNN NDAYO INo,? ? c%?c ?
FP wr nml eE usm u <wAVA MKHO ro aowr xn,
sewn LMNLY u AroxNal Ta <wY,¢
TEMPORARY SEDIMENT PLACE STONE AROUND
POOL IN DITCH LINE CULVERT INLET TIE
IMO BOTH BANKS
CULVERT PIPE
BNCH LINE 31 DRIP 12
/USSE 1
L 2 NCOOT FILTER 4" SiONE
STONE ON RIP RIP RAP FACE
SECTION - DETAIL
RIP RAP INLET PROTECTION
? RuE IDS
Jdo ! do DAL. Max, iailwoler
ischarge to dRch)
do A
Plan
LL
i
Section FH"

AQUA-DAM DIMENSIONS (AFnI ml wFnaFSm?r
Hu mw nff IFYA, ws Tvff,l HWx. P,TMF:
Nrt¢uur Awx NL lem xm.? To
rmExr
WATER DEPTH WARTED INFLATED
HEIGHT IT WIDTH FT
PROPOSED M
RIP RAP OUTLET PROTECTION
PROJECT RANGE
8 I._0•
IB
' 8

xascALE 105
1-0
28 3'_0.
76 4'-0' '01-0.

54 6'-0' 15'-6• 1C0 MN
72 7'_p.
13'-6'
STREAM CROSSING NOTES

T. SCHEDULE STREAM CROSSING DURING PERIODS OF LOW FLOW,
2. SCHEDULE ARTERIALS
@ L'XiRK SO THAI INSTALLAT o°
00
N
"
'
/

S
ION OF PIPE UNDER CREEKS
HALL REQUIRE NO MORE THAN ONE DAY
3, DOWN STREAM AQUA- DAM MAy BE DELETED ON CROSSING WHERE G
AND ROW WILL N 4
-6 COARSE
AGGRFC
AiE
?'A
RADIENT
OT CAUSE WATER BACKUP.
4. AOUA-DANI MAY ALSO BE DELETED O '
Vy=
e .
.
N REUTBE DRY DRAINAGE DRCHES.

HOWEVER, STONE CHECK OARS SHOULD DE INSTALLE D ON LOWER SIDE
C
ROSSINGS
'.'
?
- V

,
OF THESE
5. METHOD OF MOVING WATER THROUGH CONSTRUCTION SITE BY PUMPING OR WITH
TEMPORARY PPE WILL BE CONTRACTOR'S CHOICE.
TEMPORARY PIP SIZING Of PUMPS AND/OR
E WILL BE Bt
MMxrtmHCC
W M THE CN'AVEL PAD W °A oi?
SETIOFa4r rAw MA' nW
ODNDMN T wr
WNG
REGIME PEreoMC
CONTRACTOR. TGPO
c
RESSw WTIH 2 uxN sTOxB A1FR TAfN
RAWF111, W&ECi MT STRUCOgE USED TO iPM S

.OSSING 3 EWIFM !fIO
O6FCTIOx eRLL uATFkALSpAIFO, WASHp
p?
iPAt p (tl

4
1 ,
R0
Ro.?KATS
MARZIANO &z MCGOUGAN, P.A,
consulting engineers
P.O. BOX 4428 * ASHEBORO, NORTH CAROLINA 27204
Phone: 336.629,3931 Fax: [phone]
EROSION CONTROL
DETAILS
ENTRANCE
71--; -C.
CON TR 'ION SEQUENCE
I. VERIFY GRADINGAROSION CONTROL PERMIT AND PLAN APPROVAL FROM NCWNR.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CW'STRUCTION COfERENCE MD AN WSPECIION
SCHEDULE.
I. PRIORcoNSTOrRUCNtYnCLEARING OR GRUBBING, INSTALL INITIAL EROSION CONTROL MEASURES SHOWN ON PLANS AS FIX
e. aN ENTRANCES
D 61LFEHE PROTECTION
e. CHECK DAMS
4, MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH MAINTENANCE SCHEDULES.
5. WNSIRUCT NFT STATIONS, INSTAL SANITARY SEVER M INDICATED ON PLANS.
6. SEED A!D STMIIIIE OSNABED AREAS IMIPW,TELY AFTER INSTALLATION. TEMPORARY WGUAAE DDVB1 SHALL BI
PROVIDED OVER DISTURBED AREAS WITHIN 15 CPIFHDAR DAYS OF PIPE INSTAINATION.
6.
OSNRBED MCWNnNUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL
EAS AND SITE HAS BEEN STABILIZED.
7 REMOVE ALL EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BP INSPECTOR.
EROSION CONTROL MAINTENANCE PLAN
fl i WRF7 SIRUCTEIRES %Y ANDILlS TAKE AFTER SN PLALE IGNIFCIN7OR(1/2 THE INCH OR GREATER
SEE IF ANY ER?ION AROUND OR B
ELOW THE PRAP ) RAINFALL EVENTS •.
t. INSPECT STOVES HAVE BEEN A DISLODGED.
IF
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE
2. INSPECT SILT FENCE AT IFASTENTFENC WEEKLY MD AFEq ERAC?H? SIGfeFICkNi (t/1 INCH OR GREATER) RAINFALL EVENT.
SHOULD THE FABRIC 00 A SEDIME COLLAPSE, TGR, pECOMPoSE OR BECOME 9NEFFECiM, REp1ACE R PRd,
REMOVE ONJENT DEPOSTIS AS NARY TO PROVIDE ADEQUATE STORAGE lqI-LIM FOR THE NEXT RAN MD TO RE
PRESSURE E DU THE FENCE THE EDARECESSTO MVID UNDER MINING THE FENCE WRING E FOR TH
3.SH WAR INSPECT INLETS OF ANY AT LEAST
ME RIS 10" MD AFTER EACH SI9DGNFlCQU (E1/2 INCH OR GREATER) RANFAll tYEM. CLEAR
T THE W DITHER 081ECR TO PgOlE ADEWAI ROW FOR SUBSEWEM FINNS. THE CARE NL
DAMAGE OR UNDERCUT THE WqE MESN WRING SEDIMENT REMOVAL REFUGE STONE M HEEDED.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIAT0.Y AFTER CONSTRUCTION, RE-CJUDE/REPAIR BERMS A
pMB REQUIRED. TOP OF TS ETS GMNESSiORMVIATEA DISCHARGE
S ISI I SHALL MPONT ES QYSRE INSPECTOR AND IANNTAIN RECORDS OF INSPECTIONS IN ACCORDANCE WIN
GENERAL NOTES
THE CONLRACTOR FULL TAKE All REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, LAKES OR OTHER WA1
COURSES WE i0 THE CONSTRUCTION OF THIS PROJECT,
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO
EXCAVATION, OR OTHER OPERATIONS THE COMMENCEMENT OF CLEARING, GRADING,
THAT WILL DISTURB THE NATURAL PROTECTION.
THE EROSION CONTROLAS iN DETAIEWORLS 5NOt5KN PROGRESSES --- ME SHALL
DETAIL IS APP l1CABtE THE CNRWCTOI'S REFERENCE THE
DEfERMDU7gN OF WHICI
H BE AS SHOWN 0.4 THE PUNS OR WDE BY THE ENGINEER,
ALL DRCHE$ SNA11 BE STABILIZED AS SOON AS IS PAC1MdBLE TO MI!l)MIZE EROSION,
RETHEQUCONTRACTORIREM 6 REFERRED TO THE OETALFB spEel AipNS FOR A DESCRIPTION OF ADDITIONAL EROSION CONTROL
ENTS.
FINE CONRUC70R SIUII, MAMAN All DiOSIW CONTROL DEVICES B! A GOOD, WOWING SGiE OF AEPAR TAMIL THEIR U
TO CAUSE
6 NO LONGER WMRMLED. AT RUT TIME, THE EROSION CONTROL DFIICES SHML BE REMOVED MD DISPOSED OF SO A
NO SLNUM SILTATION.
INHERE CULVERT PIPES ARE TO DE INSTALLED UNDER ROADWAY, RP COMRV'TOR 3U1L INSTALL 1HE CULVERTS M RMIf
AS IS PRACIK:A, BACK FAIL WMEDLilE17 AND RIP RAP THE
UP5IREAV MD D07M51RF/JJ SB)ES OF 7NE STREAM CHMNE
AREAMEM OUTSET PAOIECIKPI SIUIt BE FRONDED Ai ANY CULVERT RUT R PASSES UNDER O9 OVER S THE CULVERT
MU IS DISTURBED.
PLAN SNORD INCLUDE PROVISIONS FOR "'Noe("- ON EXPOSED SLOPES WRHIN CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; PERMANENT SLO
GROUNDCOVER F? All DSIURBED21
AIPA$ yARtlN 75 WORKING DAY:
OR 90 CALENDR DAYS (WIpCNEKR IS SHORTER) FWLO'MNG COMPLETION OF CONSTRLK;nON (Vi DEVELOPMENT.
TEMPORARY GRASSING SPECIFICATION
SEETaNr- MImI
RYE (GRAIN) 12L9/d%BE)
MOUMJ . 75 -
COASTAL PLUM MO DEC, IS
PIEDMONT: AUG. 15 - APR. 15
crg? .AU??n,"a:ia
FOLLOW SOTS TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURE LIMESTORE AND 1000 LB/ACRE 10-10-10
FFIETWIZFR.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRA
STRAIGHT CAN BE USED ED AS A IJU.LCW, OR EWNINOALENT RAVER OF ANOTHER SUITABLE NULCIR
MULCH Bi TO S NHMCHORETTING, ON A MULCH MCHOAING TOOL A DSK WRH N BGLADESMATEAULSET NEARLYANCHCA
MU TOOT
l6l F REPAIR AND AEFERTNIZE DAMAGED AREAS IMMEDIATELY. TOPORE SS WRH 50 LB/ACRE OF NITROGEN IN
(PIEDMONT MARCH. IF R 6 NECESSARY TO EXTEND TEMPORARY CARER BEY04I JUNE 75, OVERSEED WILH 50 AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE L8/ACRE NODE
FEBRUARY OR EARLY MARCH.
NOTE THIS R1NPOwxr GRASSINGFOR PW1 cU,j SPEaFKAawx a TD E SPE VSEBCN1CAmN WRINGSTK RATES sIwAN Mo,E. PERMMaM GRASSING
swD. CWPLEIED M SHOFAR .
MMANEtf QRASSING SPECIFICATION
Pc
TALL FESCUE
SEERKEA IEspEDEZA
KOBE LESPEDEU 30
10
CONNNN eFRINPIEONdNT ONLADOY WH 25tERE R H/ACRE PURN- LIKET.Y TENSACgA gy{OBECOLAGRASS OMER A10 PEST. LB/ACRE COMMON BEAMUD/fiBASS. USE
B4GRASS S
2. AFTER AUG. 15 USE UNSCAAIFIED SERICEA SEED,
3. WHERE A NUT APPEARANCE IS DESIRED, OMIT SEAICFA AND SUBSTITUTE 40 LB/ACRE BWUGRAS$ OR 1518/IpiE
BFAIEUGAGRASS.
4. TOFEEMEND SPRING SEEDING DA- IMO JUNE, AW IS LB/ACRE HULLED TIER- NUOWMSS. HOWEVER, R IS
RABLE TO SEED iEMPCRAR{ COVER AN
PRE D SEED FACUE IN SEPT.
NURSE PI ANTS
BETWEEN I AND AUG. 15, ADD tOLB ACRE
AFTER AUG. 15, ADD 40 LB/ACRE / GERMAN MALLET OR 15L8/ACRE StIDMGRMS. PRIOR TO MAY I OR
RrE (GRAIN). SEEDING BATES
BEST
FALL: AUG. 15-SEPT 15 POSSIBLE
LATE WIM: FEB.- AUG. 20-OCT. 25
FEB. I-APR. 15
FALL S BEST FOR TALL FESS Wry CUE MOEFFEC LATE VANTER USE FOR
FALL -SEEDED OVEASEEDING OF KOBE IESPEDEZA OVER
-SEEDED TALL FESCUEITNE. UNHULLED BERMUAAGRASS SEED IN FALL
saL MEWDMFInc
APPLY WS AND FERTILI2 0 FR ACCORDING TO TESTS, OR APPLY 4,000 LBACRE GROUND AGRICULTURE LIMESTONE AND
1,000 L8/ACRE 10-f0-T FERTIUZER,
MMLGN
APPLY .000
13Y A ACRE GRAN STRAW, OR EOU IVALENT COVER OF ANOTHER SURM MULCHING MATERIAL
STEEP ANCHOR SLOMULCH.
ESBY TACKING WRN MPrALT. ROVING. OR NETTING. NETTING IS THE PREIE FERRED ANCHORING METHOD ON
NTEEN THE SECOND YEAR
MOWING 6 NOT THE
NECESSARY, RESEED, FEH UNLESSUR M GROMH IS GULLY ADEQUATE. MAY BE MOWED ONCE OR TINGE A tf1R, BUT
MULCH DAMAGED EQUA E AREAS BE IMMEDIATELY
SOUTH CENTRAL Scale: ASSHOWN Sheet No.:
WATER & SEWER DISTRICT Date' JUNE,2D09
DUA0c Am Drawn: vnAl wn?
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
IGNIFICANT RAINFALL D INCH OR GREATER). CLEAR
S
THE MESH OF ANY DEBRIS OR OTHER OBJECTS
TO PROVIDEWADEQUATE FLOW FOR SUBSEQUENT FINNS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE LWAE
MESH WRING SEDIMENT REMOVAL REPLACE STONE
AS NEEDED,
INSPECT TEI/PORARY DMSNWS ONCE A WEEK M
REP AFTER EVERY
RANFAI, IMMEDIATELY REMOVE SEDIMENT FROM RD!=A" 'No
AIR THE DMRSIftN RIDGE. CAREFULLY CHECK DDUKE
FINELY REPAIRS AS NEEDED WHEN THE AREA PROTECTED IS
NAACRWNO MOVE PE mµ STAN NEL TO BLOND