20130521 Ver 1_Site Plan_20130523

Strickland, Bev
From: Chris Brown [ Chris .Brown @Mcgillengineers.Com]
Sent: Thursday, May 23, 2013 11:05 AM
To: Strickland, Bev
Cc: Shad Walters
Subject: RE: DWQ# 130521 - NC DATat Campus Utility Ext
Attachments: NC DATA CAMPUS UTILITY CROSS ING.zip.zip_renamed
Please see attached zip file for the referenced project plans per your e -mail to Scott Millar and Shad Walters dated May
22, 2013.
Does this work for you? Let us know if you need anything else.
Thank -you,
Senior Engineering Technicion
1240 191h Street, Lane NW I Hickory, NC 28601
Phone: [phone] Fax: [phone]
Email: chris.brown @mcgillengineers.com I Website: www.mcgillengineers.com
From: Shad Walters
Sent: Wednesday, May 22, 2013 3:15 PM
To: Chris Brown
Subject: FW: DWQ# 130521 - NC DATat Campus Utility Ext
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.aovI
Sent: Wednesday, May 22, 2013 10:18 AM
To: scott.millarCa)catawbacounty.nc.Qov
Cc: Shad Walters
Subject: DWQ# 130521 - NC DATat Campus Utility Ext
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300 dpi, not grayscale or color). If the plans are too large to store in TIF format, they can be stored in PDF.
Beverly Stric1dand, Administrative Officer
DMsion of «rater Quality- - Program Development
N.C. Department of Ens- ironment and Natural Resources
Mail Seri -ice Center 1650, Raleigh, NC 27699 -1650
Phone# 919 - 807 -6350
Email Address: Bev.Stric1danda.ncdenr.gov

Phone # [phone]
E -nail correspondence to and from this address navhe suhjectto the V rth Carolina Puhhc Records Larrand navhe disclosed to third parties.

UTILITY EXTENSIONS
TO SERVE:
CATAWBA COUNTY, NORTH CAROLINA
A S S 0 C I A T E S
ENGINEERING -PLANNING -FINANCE
124019th STREET, LANE NW HICKORY,NC28601 PH.[phone] FIRM LICENSE# C-0459
2000 0 1000 2000 4000
VICINITY MAP GRAPHIC SCALE 1 INCH = 2000 FEET
MAY, 2013
SCHEDULE OF DRAWINGS
G -001 ..... COVER SHEET
G
-002 .....
GENERAL
NOTES
AND SYMBOLS
C-
300.....
OVERALL
UTILITY
PLAN
C -301 ..... WATER LINE PLAN
C -302 ..... WATER LINE PLAN
C -303 ..... WATER LINE PLAN
C -304 ..... WATER LINE PLAN
C -305 ..... WATER LINE PLAN
C -306
.....
WATER
LINE
PLAN
&
PROFILE
C -307
.....
SEWER
LINE
PLAN
&
PROFILE
C -308 ..... DUCT BANK PLAN
C -309 ..... DUCT BANK PLAN
C -310 ..... STANDARD WATER LINE DETAILS
C -311 ..... STANDARD WATER LINE DETAILS
C -312 ..... STANDARD SEWER DETAILS
C -313 ..... STANDARD SEWER DETAILS

LEGEND - EXISTING CONDITIONS
IPS
OTEL.
TELEPHONE PEDESTAL
REBAR FOUND
PED.
OPEN TOP IRON PIN FOUND
CTIPF
�ELEC
ELECTRIC PEDESTAL
CONCRETE MASONRY UNIT
PED.
RIGHT OF WAY
CE,
OCATV
CABLE TV PEDESTAL
CURVE (SEE CURVE TABLE)
POB
SIGN
CID
IGN
PB
PLAT BOOK
4o
INTERSTATE HIGHWAY
L
66
U.S. HIGHWAY
BUILDING
®
CONCRETE MONUMENT
CMP
MCM -R /W
RIGHT -OF -WAY MONUMENT
CONCRETE
A
D.O.T. CONTROL POINT
CPP
LP
LIGHT POLE
DUCTILE IRON PIPE
• PP
UTILITY POLE
FOC
E
GUY WIRE ANCHOR
GALVANIZED IRON PIPE
O MH
MANHOLE
RCP
Q SSMH
SANITARY SEWER MANHOLE
UNDERGROUND
Q SDMH
STORM DRAIN MANHOLE
PVC
Q TPMH
TELEPHONE MANHOLE
FINISHED FLOOR ELEVATION
Q FOMH
FIBER OPTIC MANHOLE
Q ELMH
ELECTRICAL MANHOLE
nj
O c.o.
SEWER CLEAN -OUT
O G.SS
GAS SERVICE STUB -OUT
J
®CB
CATCH BASIN
0 w
WATER METER
FH
FIRE HYDRANT
X wv
WATER VALVE
b G/M
GAS METER
bG /V
GAS VALVE
>a Icv
IRRIGATION CONTROL VALVE
p
CULVERT
x x
x x
FENCE
0
GUARD RAIL
u i
c?
APPROXIMATE LOCATION OF
---- s-----
s - - - - -5
EXISTING SEWER LINES
m
APPROXIMATE LOCATION OF
o
„,_ W
- - - -
EXISTING WATER LINES
co
O
APPROXIMATE LOCATION OF
G_____G_____G
Q
EXISTING GAS LINES
0
CN
TOP & TOE LINES
-- DL - - - -- DL
- - - -- DL - - - -- DL --
DITCH LINES
0
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
---- E-----
E - - - - -E
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
E
E E
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
---- T-----
T - - - - -T
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
T
T T
OVERHEAD TELEPHONE LINES
- -ROW-
-
RIGHT -OF -WAY
0
TREES /SHRUBS
TREELINE
IPS
IRON PIN SET
RBF
REBAR FOUND
OTIPF
OPEN TOP IRON PIN FOUND
CTIPF
CRIMPED TOP IRON PIN FOUND
CMU
CONCRETE MASONRY UNIT
R/W
RIGHT OF WAY
CE,
CENTERLINE
C
CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
CID
CALCULATED POINT
PB
PLAT BOOK
DB
DEED BOOK
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E &T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
O/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
-$�BM
BENCH MARK
GENERAL CONSTRUCTION NOTES
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THEN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED OR GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL
OF THE BURNING SITE.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY ".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS
DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS
THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING
TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL
ROCKS LARGER THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4 " -6" TO ACCEPT SEED. THE
CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE
ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL
"HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
ENGINEER.
GENERAL NOTES:
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY
X
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN THE ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE
DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1- 800 - 632 - 4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER POLLUTION CONTROL.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
9. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY
AFTER CONSTRUCTION.
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM
PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY IN AREAS
NOTED AS STREAM PROTECTION AREAS, SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5'
FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE
INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION.
6. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
10. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
11. SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL - STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
WEEPING LOVEGRASS (ERAGROSTIS CURVALA) 2 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2"
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
Q
�
HIGH QUALITY WATER
U
Q
m
(HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
00
N
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
14 DAYS
AND HQW ZONES)
12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
NO. I DATE I BY
REVISION DESCRIPTION
�c� pp
V) co
w
O cn
z
L.L Q
W z
Z Q
�w
V u)
SHEET
G -002
cl)
a
Z
ON
ON
�O
V
U)
O
zw
w�
J
�
�U
00
a�
QO
Q
U
ZC)
�ZW
Q
�
U
Q
m
z
U
00
N
U
z
M
N
cq
U
cio
z
a
CN
N
FMI(A
�
z 1
w
w
�
c
�
o
U
`
LEMMA
nj
CN
m
W�
i

n1
�I
z
0
ry
ED
ry
U
75
Il
0
0
M
0
N
Lo
0)
DOLLAR TREE
F
J m
TRI CITY BAPTIST CHURCH
SHEET C-301
PROPOSED 12" DIAMETER-
DI WATER LINE EXTENSION
c�:;p
VY
1 \
' I
j
,1 I
i \
........................................................... ............................... \
S\7\' /
1 /
N
I
I
I
I
/ 1
i I
I
1
I
I
1
t
1
I � I
N
� I
I
I I
I
N I
1
I
1
�W
Uu
Wz'T,
U
�w
>• 1"1 N
00
N
M
U ~N
Z=
z a
0e�
0-� N °°
cn
a z
c�
U
zx
W5�
W-4
Z W
C7
z�
W N
d a
/ / // / �.�^ ' ®19''181111 % aaa
I/
PROPOSED GRAVITY \
SEWER EXTENSION
\ N
/ PROPOSED 12" DIAMETER
/ DI WATER LINE EXTENSION
1p FT
EXISTING L -25 SEWERS
o C
24" DIAMETER RCP SEWER `\ \ �3
MAIN \
\ \ \,
OVERALL PLAN
SCALE: 1 - 120 / I \
•
l
v -- SE
U)
z
0
�
w
,z>
Lu
~ LLJ
x�
LLJ
>-o
J
v♦ a
Z
-i
�O
�Q
�U
2
Q ~
00
Z
Q�
Q=
0
Q U
Q
m
V Q
Z�
a`,e imae�
,aa
«e
Y,
,qt M
q�
d a
/ / // / �.�^ ' ®19''181111 % aaa
I/
PROPOSED GRAVITY \
SEWER EXTENSION
\ N
/ PROPOSED 12" DIAMETER
/ DI WATER LINE EXTENSION
1p FT
EXISTING L -25 SEWERS
o C
24" DIAMETER RCP SEWER `\ \ �3
MAIN \
\ \ \,
OVERALL PLAN
SCALE: 1 - 120 / I \
•
l
v -- SE
U)
z
0
�
w
,z>
Lu
~ LLJ
x�
LLJ
>-o
J
v♦ a
Z
-i
�O
�Q
�U
2
Q ~
00
Z
Q�
Q=
0
Q U
Q
m
V Q
Z�
z
Q
Q
w
0
SHEET
C -300
�I
,qt M
q�
0)
0 0
N %
o
zz w
m
0 Q
m
w
z
9
w
W
m
o
0
Q
W
W
a
z
9
w
W
W
W
�
z
0
~
co
CN
z
Q
Q
w
0
SHEET
C -300

z
0
of
ED
ry
U
75
0
0
M
0
N
LO
0)
twin in
UU
NOTE: Z
PROPOSED WATER LINE TO BE INSTALLED IN ROUGH GRADED ROADBED FROM z
THE ROUND -A -BOUT TO THE BRIDGE PRIOR TO PLACEMENT OF CURBING AND
IR
:. STONE BASE. TRENCH BACKFILL TO BE COMPACTED IN ACCORDANCE WITH THE
SPECIFICATIONS ~
I I ,. a• w
I I NORTHERN DRIVE ►� N
I + I `AA Z
I `n I + O �' U
x
. 7
7.
I — — — NORTHERN m
— RIVE ..
__T -_ �: _- •` *� � ' STA. 10 +52
PROP 12" DIA 45' BEND
_STA. 4 +85 0 WITH CONCRETE THRUST Z
�`. BLOCKING
I j PROP 12" DIA 45' BEND ' �� o
I ® WITH CONCRETE THRUST STA. 8 +45 -
I -� - - BLOCKING PROP 12" DIA 45' BEN
L
WITH CONCRETE THRUST o _
4+ o I ac STA. 4 +19 I ` o MINIMUM 18" VE AL SEPARATION
PROP FIRE HYDRANT ASSEMBLY BLOCKING \ - `�� a�� REQUIRED AT CULVERT CROSSING
PROP 12" DIA 45' BEND STA. 9 +10 �` ` + o0 00 00 00
a WITH CONCRETE THRUST PROP 12 " DIA 45 BEN - - N +, �+ LO
z
n WITH CONCRETE THRUST +
BLOCKING W
I = BLOCKING
a`ae imae•>
aaa
a
= STA. 3+ 88""` �� `"'_--- ..----------- ••--- ---- -- -- -- --••-----------••-----------••-----------••----------- ••----------- •• - ---- - -- ° ° ®• °'
IDC REMOVE HYDRANT & INSTALL Q a�
I 12"X1 2 X6 TEE WITH (2) 12
rn GATE VALVES
3+00 1
N, Ld
I / �_ -- aaa
/ -- -- -- -- — -- -- -- -- -- -- Z .a�
1'J�sreo' e a
u T I J
I I
I I PROPOSED 12" DIAMETER
I
J CLASS 350 DUCTILE IRON =
WATER LINE - INSTALL U Q
MIN. 36" COVER Q
Z
STA. 13 +19
PROPOSED 12" DIAMETER PROP FIRE HYDRANT ASSEMBLY O
CLASS 350 DUCTILE IRON Q
2 +0o I
WATER LINE
Z
I
y O
�
Z O
® LU > V z
ac X LU
II MINIMUM 18" VERTICAL SEPARATION LLI U)
REQUIRED AT CULVERT CROSSING
.................. ............................... . .
PROP. PAVEMENT CUT AND .......................... ............................... �
C)
1+00
.......................................................................................................... ............................... Q
1 PATCH REQUIRE Qn,
_ m
................................... ............................... `'
1 ,
CU
Ix
�I
1�
I,
1N
O
I'
(2) PROPOSED 12" 45' BENDS
WITH CONCRETE THRUST BLOCKING
STATION 0 +00 - BEGIN
WATER LINE EXTENSION W/
12" X 12" X 12" TS &V W/
CONCRETE THRUST BLOCKING
GRAPHIC SCALE
PLAN
20 40 80 120
1 INCH = 40 FEET
Know what's below.
Call before you dig.
N.C. One -Call Center
Dial 811 or 1- 800 - 632 -4949
NO. I DATE I BY
REVISION DESCRIPTION
Z
J
n
W
Z
ry
W
I
SHEET
C -301
co
I
q
0 0
N%
p
z u i
m
O Q
m
z
c?
cn
W
U)
m
p
o
Q
W
W
z
c?
cn
W
W
W
U)
z
O
~
co i
CN
Z
J
n
W
Z
ry
W
I
SHEET
C -301

z
0
ry
ED
ry
U
75
in
O
O
V
M
O
N
LO
0)
/
/
/
/
/
/
/
/
/
I
I I 79,coo
J
i18'`00
7, '`00
M� ti
F
Jill
,
i
i
2ox
00
00
STUB —OUT 20 LF OF 8`
DI WATER LINE WITH
8" DEAD END ASSEMBLY
0 STA. 22 +93
PROP FIRE HYDRAN
ASSEMBLY
PROPOSED 12" DIAMETER
CLASS 350 DUCTILE IRON
WATER LINE — INSTALL
MIN. 36" COVER
MINIMUM 18" VERTICAL SEPARATION
REQUIRED AT CULVERT CROSSING
MINIMUM 18" VERTICAL SEPARATION
REQUIRED AT CULVERT CROSSING
GRAPHIC SCALE
C
N
CIV
o
� 1
r
PLAN
I INCH = 40 FEET
MINIMUM 18" VERTICAL SEPARATION \
REQUIRED AT CULVERT CROSSING J \
Gj 9
/ / / r PROPOSED 12" DIAMETER L
�`o / o CLASS 350 DUCTILE IRON
WATER LINE — INSTALL XOO cq
MIN. 36" COVER
/ / o STA. 28 +45 — EN
PHASE I WATER LINE\
cv CONSTRUCTION WITH
�0 12" DEAD END ASSEMBLY
\ -7 o°
21STA. 23 +00
Vv
12" X 12" X 8" TEE WITH
CONCRETE THRUST BLOCKING
(1) 12" GATE VALVE
cd
PROPOSED 27' WIDE ROADWAY -
`��, WITH 30" CONCRETE CURB AND
GUTTER EACH SIDE
STA 28 +20 '
12" GATE VALVE RODDED
TO CONCRETE DEADMAN
Know what's below.
0111 before you dig.
N.C. One -Call Center
)ial 811 or 1- 800 - 632 -4949
O
\ '\
\\ UTILITY CREEK.
\ CROSSING
AREA (SEE
\SHEET C306)
\ PROP 14" DIAMETER
DI SEWERS — PART
\ OF PHASE II
o \.
N \�o
\�O
o \\
+
0
N
0
� Ik
1
STA. 28 +85 Ln \
12 450 BEND WITH
1 CONCRETE THRUST \
N
STA. 28+261 BLOCKING \ ��
12" 45' BEND WITH \ n \\
CONCRETE THRUST
BLOCKING \ \\
JI
NO. DATEIBY
SEE SHEET C306 FOR CREEK
CROSSING PLAN AND PROFILE
REVISION DESCRIPTION
N V
CA
O
O
� W C,
UU
w
U
z �
I--I
�w
00
N
M
U7~ N
1� �-1 -
z a
0��
0_A
00
a z
� o
U
z x
W
W_4
Z W
C7
z
W N
a \�e imae�
aaa
«e
M
U>I
�.4r pv.rra.urr =
�
�
s � ®1s
a
Jrrrro' e
aaa
W
w
0
CIJ
1
STA. 28 +85 Ln \
12 450 BEND WITH
1 CONCRETE THRUST \
N
STA. 28+261 BLOCKING \ ��
12" 45' BEND WITH \ n \\
CONCRETE THRUST
BLOCKING \ \\
JI
NO. DATEIBY
SEE SHEET C306 FOR CREEK
CROSSING PLAN AND PROFILE
REVISION DESCRIPTION
N V
CA
O
O
� W C,
UU
w
U
z �
I--I
�w
00
N
M
U7~ N
1� �-1 -
z a
0��
0_A
00
a z
� o
U
z x
W
W_4
Z W
C7
z
W N
U)
z
0
�
w
z>
LU
~ LIJ
x�
LIJ
�o
J
cj) a
Z
_j
�O
�Q
�U
2
Q ~
00
Z
Q�
Q=
0
Q U
Q
m
V Q
ZC)
a \�e imae�
aaa
«e
M
U>I
®�
G7;
�
s � ®1s
a
Jrrrro' e
aaa
U)
z
0
�
w
z>
LU
~ LIJ
x�
LIJ
�o
J
cj) a
Z
_j
�O
�Q
�U
2
Q ~
00
Z
Q�
Q=
0
Q U
Q
m
V Q
ZC)
z
^J
n
W
z
J
ry
W
lill-
I
SHEET
C -302
M
U>I
U)
�
O
i
o �W
z
m
0 Q
00
zmz�
W
>-
Q
W
W
�0
W
W
w
0
CIJ
z
^J
n
W
z
J
ry
W
lill-
I
SHEET
C -302

z
0
ry
ED
ry
U
75
d
0
0
v
M
0
N
Lo
0)
n
m:.
p\
I _ 1W p.
SEE SHEET C306 FOR CREEK
` CROSSING PLAN AND PROFILE
STA 31+55
n 12" 45' BEND WITH
CONCRETE THRUST BLOCKING
PROPOSED 12" DIAMETER
GRAVITY SEWERS — SEE
- OTHER PLANS
I c2 A xo0 0
I � �
STA 33 +30 - "�`--- -•-_ _ _
s
� PROP FIRE HYDRANT --
ASSEMBLY
�, (1) 12" GATE VALVE
PROPOSED LOT #2
FUTURE ROADWAY WITH 30"
CONCRETE CURB & GUTTER
INSTALL WATER LINE 4' OFF
BOC LINE
0
0 +
L
Pn
PROPOSED 12" DIAMETER
GRAVITY SEWERS — SEE
OTHER PLANS
0
0
+
r
N
==7
PROPOSED 12" DIAMETER
�.. CLASS 350 DUCTILE IRON
WATER LINE — INSTALL
s " MINIMUM 18" VERTICAL SEPARATION �� IN. 36" COVER
\ REQUIRED AT CULVERT CROSSING
PROPOSED 12 DIAMETER DI WATER
LINE TO BE INSTALLED IN 25' WIDE
_ �-• ern Gj
PERMANENT EASEMENT FROM CUL —DE-
�� ;} SAC R/W TO LAI —BER DRIVE
FUTURE DUKE RETAI
SUBSTATION SITE
0
0
Lo
1
E
E E \
I
E
E \ \
E
E
E 1\
E \ \
E E
E \
E
E E
12" 45' BEND WITH
CONCRETE THRUST
BLOCKING
51 +00 1
w
Z
Of �-o
Z
0
�w
N
N W
I \STA 46 +75
12" 45' BEND WITH
CONCRETE THRUST
1 BLOCKING
WATER LINE ON PV2 SITE INSTALLED
I
BY APPLE INC I P OPOSED 25' PERMANENT
W TER LINE EASEMENT
r-o-- I
50 +00
El E I
PROPOSED SOLAR SUBSTATION
STA 46 +95 =
EQUIV STA 42 +57
FIRE HYDRANT ASSEMBLY o
(2) 12" GATE VALVES
PART OF PV2 PROJECT
I
0
0 o Ir
°°
� 49 +00 �?
STA 46 +75 — END WATER LINE
AT 12 DEAD END ASSEMBLY
0
rn
M
PROPOSED LOT #1
PROPOSED UNDERGROUND
ELECTRICAL DUCT BANK
SYSTEMS — SEE OTHER
PLANS
0
0
w0,
U°
wzw
�W
�z�
a
�w
HZ�
N
M
0-1�
UN
z
cam) a
0.4��
N
p.., z
� o
�x
0 0 0 0 0
+ + + + +
• .. tI • tI
PROPOSED 12" DIAMETER
CLASS 350 DUCTILE IRON
WATER LINE — INSTALL
MIN. 48" COVER ON PV2
SITE
STA 44 +45
12" 45' BEND WITH
CONCRETE THRUST
BLOCKING
12" 45' BEND WITH
CONCRETE THRUST
BLOCKING
PROPOSED 12" DIAMETER
CLASS 350 DUCTILE IRON
WATER LINE — INSTALL
MIN. 48" COVER ON PV2
SITE
• T tI
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
REVISION DESCRIPTION
J
\ U) G
z
O Qzw
w> V
I--
Xw awU)
0
Lo
Lb
u')
J
U
Q
H
O
Q
U
2
H
O
z
z
O
U
Q
m
Q
H
Q
U
z
Q
w
z
J
w
SHEET
C -303
o
0
0
�
N
m
W
W
Q
J
Q
0
z
m
z
z
w
°
u')
0
O
N
Q
W
Q
W
z
Q
w
z
J
w
SHEET
C -303

I
1 �
co
e�
PROPOSED ROADWAY
FILL SECTION - MAINTAIN
MIN 6' SEPARATION FROM
PROPOSED TOE
MINIMUM 18" VERTICAL
SEPARATION REQUIRED
II
N
II
II
ul
II
II
1
N
O II
O I
X
I�
it �
to
II
I �
it
I
I N
I
it
I y
« I i
ROPOSED 14" DIAMETER #
D SEWERS - SEE OTHER
#
w# { S t
PLANS
jilt
i I $ t # ; {—
{—
it 1
_ \ t it }
O
it
it
t`!y "s—`t
ti t #
'Ix k
\ ' 1, } t
g , i
_j U' _
It
It w: i i
_I Fy '
}}t
tk-
It
_I
t s
i,,
t t
r
r , �
2 i
i it 117,
N #} '} `P�O *kl) BRIDGE
} { It
Ti ? It
1
— 1
_
tx
b s 0}
Ln
10 0 5 10 20 30
GRAPHIC SCALE I INCH= 10 FEET
12" DIAMETER RESTRAINED - JOINT PI ' - - ,
LIMITS OF CREEK IMPACT AREA -
I CONTRACTOR SHALL MINIMIZE f
1 DISTURBED AREA AS MUCH AS
r
POSSIBLE. r
f
1 I { f 1
O f f
I T
It
1 r f J
\ I STA 31+5
12 450 BEND WITH
I \ CONCRE /TE THRUST BLOCKING
-- INSTALL TEMPORARY SILT FENCE
AT TOE OF CREEK BANK /
r / '
PROP 40 LF OF 20" DIAMETERS �f /
1
\STEEL CASING INSTALLED IN
OPEN CUT I /
1 RESTORE DISTURBED BANKS WITH
If
II COIR MATTING AND VEGETATIVE
PI MEASURES SEE TYPICAL DETAILS )
f
MINIMIZE DISTURBANCE TO CREEK
AND CREEK BANKS AS MUCH AS f
1 POSSIBLE DURING UTILITY LINE r '
I
INSTALLATION. WHEN BACKFILLING.
1 RESTORE DISTURBED AREAS TO 4 1
I ORIGINAL GRADES. °{
1
7 ..__________.._1_
I 1 }
fs
1 ,r"
P
{ }
I#
II! {
t
i IJ r
X
t x
t
1
}
J
t
t�
OS)r
v {
�r
f
aaa
1
11
�
d
4
®�
®Q�
d
d ®l'J�Breol
885
i
i
w
m
%
0
cn
>
W
>
W
—
Q
W
4
�
/
W J
it
J
f t
Z 01
LLI 2
i
i
\
Q W
t
\
O
JCN
i
0
0
0
�'_
YLE CREEK
f
j
PRO
4.5
X .5 X3
F
RESTORE
BANKS
WITH COIR
7
�
y
i
I
\
880
if
MATTING
AND VEGETATIVE
PROVID
MIN. 30"
COVER
MEASURES
- SEE
TYPICAL
it
I y
« I i
ROPOSED 14" DIAMETER #
D SEWERS - SEE OTHER
#
w# { S t
PLANS
jilt
i I $ t # ; {—
{—
it 1
_ \ t it }
O
it
it
t`!y "s—`t
ti t #
'Ix k
\ ' 1, } t
g , i
_j U' _
It
It w: i i
_I Fy '
}}t
tk-
It
_I
t s
i,,
t t
r
r , �
2 i
i it 117,
N #} '} `P�O *kl) BRIDGE
} { It
Ti ? It
1
— 1
_
tx
b s 0}
Ln
10 0 5 10 20 30
GRAPHIC SCALE I INCH= 10 FEET
12" DIAMETER RESTRAINED - JOINT PI ' - - ,
LIMITS OF CREEK IMPACT AREA -
I CONTRACTOR SHALL MINIMIZE f
1 DISTURBED AREA AS MUCH AS
r
POSSIBLE. r
f
1 I { f 1
O f f
I T
It
1 r f J
\ I STA 31+5
12 450 BEND WITH
I \ CONCRE /TE THRUST BLOCKING
-- INSTALL TEMPORARY SILT FENCE
AT TOE OF CREEK BANK /
r / '
PROP 40 LF OF 20" DIAMETERS �f /
1
\STEEL CASING INSTALLED IN
OPEN CUT I /
1 RESTORE DISTURBED BANKS WITH
If
II COIR MATTING AND VEGETATIVE
PI MEASURES SEE TYPICAL DETAILS )
f
MINIMIZE DISTURBANCE TO CREEK
AND CREEK BANKS AS MUCH AS f
1 POSSIBLE DURING UTILITY LINE r '
I
INSTALLATION. WHEN BACKFILLING.
1 RESTORE DISTURBED AREAS TO 4 1
I ORIGINAL GRADES. °{
1
7 ..__________.._1_
I 1 }
fs
1 ,r"
P
{ }
I#
II! {
t
i IJ r
X
t x
t
1
}
J
t
t�
OS)r
v {
�r
f
s t ff t
1/1
aaa
1
11
�
d
4
®�
®Q�
d
d ®l'J�Breol
885
w
m
%
0
cn
>
W
>
W
—
Q
W
/
�
/
W J
it
J
f t
Z 01
LLI 2
0
2
U)
Q W
t
W
O
JCN
i
0
s t ff t
1/1
aaa
1
11
�
d
4
®�
®Q�
d
d ®l'J�Breol
885
w
m
%
0
cn
>
W
>
W
—
Q
W
/
�
/
W J
it
J
f t
Z 01
LLI 2
0
2
U)
Q W
t
W
O
JCN
0 0
0
0
0
�'_
YLE CREEK
j
PRO
4.5
X .5 X3
F
RESTORE
BANKS
WITH COIR
7
y
I
880
if
885
aaa
�
d
U)
®�
®Q�
d
d ®l'J�Breol
885
w
m
%
0
cn
>
W
>
W
—
Q
W
�
�
�
W J
Z 01
LLI 2
0
2
U)
Q W
t
W
O
JCN
0 0
0
0
0
�'_
YLE CREEK
PRO
4.5
X .5 X3
880
RESTORE
BANKS
WITH COIR
CONCRETE
AN OR -
880
MATTING
AND VEGETATIVE
PROVID
MIN. 30"
COVER
MEASURES
- SEE
TYPICAL
GRADE
.................................................................................................................
...............................
...........................OVER
ROP.OSED.........
A TER ..............................
............................................................................................................................................................................................................................................
...............................
DETAIL
....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
...............................
...........................................................................................................................................................................................
...............................
LINE A
SEWERS
875
Z
_
875
00
\
/
.........................................................................
........................................................................
.........................................................................
.........................................................................
.........................................................................
.................................
........... I
....................... .....................................
................
......................................................................... I .........................................................................
I ....................................................... ...............
I .........................................................................
I ............................................................. ....
...................................................................
......................................................................... .........................................................................
...........
.........................................................
........
............................................................
.........................................................................
.........................................................................
......................................................................... .........................................................................
.........................................................................
870
870
Li
U
PR
P 12" DI METER CLASS
350
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
.
ev.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
f
a
DU
...........................................................................................................................................................................................
TILE IRON WATER LINE
...............................
865
+
865
P
OP 12 DI
METER R
45'
EXISTING
24" DIAM
TER
B
ND
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
RCP SEW
RS
...............................
86o
PROP 12"
DIAMETER
RJ
5'
860
PROP 12" DIAMETER
RJ 450-/
BE D
....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
BEND
...............................
PROP 4
LF OF 20
DIAMETE
855
STEEL C
SING WITH
OPEN
SPIDERS
855
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
CUT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-0 +10 0 +00
0 +20
0 +40 0 +60
0 +80
1 +00
1 +20
1 +40
1 +60
1 +80 2 +00 2 +10
LYLE CREEK CROSSING PROFILE
HORIZ SCALE: 1" = 10'
VERT SCALE: 1" = 5'
aloe ieae� «e
'
aaa
�
d
U)
®�
®Q�
d
d ®l'J�Breol
N
e as a
U)
z
O
Zw
Lu >
I-
>< LIJ
LIJ U)
O
J
cl) a
Z
�O
Q �U
2
Q ~
00
Z
a�
z
Q U
Q
m
V Q
ZC)
V
z w
_ J
U) LL
Op
U
Q
wz
Lu Q
U z
w
n
SHEET
C -306
U)
w
3:
C)
N
w
m
%
0
cn
>
W
>
W
—
Q
W
�
�
�
W J
Z 01
LLI 2
0
2
U)
Q W
t
W
O
JCN
0 0
0
0
0
�'_
V
z w
_ J
U) LL
Op
U
Q
wz
Lu Q
U z
w
n
SHEET
C -306

L _6
Lj
ZE
;,Lj
C-V
0
L,Ljg
47 1--
If If If If If If
If
fi r , ' I
I - 7�c I If III If 7
If If
in's r If If If If PLAN
If \1 I I
1? 10 If If If If If
It
0 101 If If
If If If
jjj 'N
If If
lIfIgg
rri If
M \ \ \ ),f, .1 ff
41r, I If If If
III If 11
If If t,
If
If
If It
If If Nf If If
If
If
40— OSED MjNHOLE #`III, If
j?sjI I ll, 1 11 If
T 1 1 t i
IIST. 24" SEWER I f I I \ \ \ ,, \ \ \ \ \ \ If
1 11 1 It If, III i
ET ' VER T If
ST o�-,00.do PROP SANITARY If
slill"I 1 \ III If
If If
If
If
875.80, If
ro If If If
I N V, 87,f.1 5 . . .. ..... If ff If
If
If
T If
ff If
LIMITS OF CREEK IMPACT AREA - If \ff
(2) PROP CONCRETE t
If
CONTRACTOR SHALL MINIMIZE 11, If
If If
DEADMAN it If If
If. If
DISTURBED AREA AS MUCH AS
If
0) If
Cq If POSSIBLE. If If If
If
ly it
If
If
If I
"I PROPOSED,, E�,16\ft If If
t MANNOL
co It
f, If
If If If
-OSEP M NHOLEJ2
If 4R�p If
STk,,,8+93.47 PRQP SA\NITARY
In X,-g
Z.511 PROP SANITARY If N
TOP"' 901.09
R7R n7 If PRO Ak i _­ ---
1+5 If POSED\,M 14OLE #
\RTA. 7+47-7,7 PR6P RANITARY If
Yx
ff If 11 , �
woom / w000 ww7 I— 'If If If
follook If,
0000 woo, or
0, MORA
If &mw WPM If
awmin
_p
+
moor
(D
Go L
If
co
If It If
If - If,
it
It If
Z52 LF 12" PVC
Ift 11 kOP. 1 /WAY ELEC M
If
. .. .... . . ......
211 LF 12"_EVC___­ Tf NK STZs1tM If
DPC
i 1pf If
sf,
If
If
If
0) f
If
--RESTORE DISTURBED BANKS WITH
COIR MATTING AND VEGETATIVE
fj
If
lA\
It MEASURES (SEE TYPICAL DETAILS) ....... ....... . ......
Xt\
MINIMIZE DISTURBANCE TO CREEK . ....... - - ---- -- -
Y
­--77777---
P p IxAm
C"Tc If
X1 AND CREEK BANKS AS MUCH AS
POSSIBLE DURING UTILITY LINE
ff
IPYC.,S�E,\ -0`03
N
NO 0, ETER, _c,
- - - ------ - -
INSTALLATION. WHEN BACKFILLING
RESTORE DISTURBED AREAS TO III, If
_�27-;DIAKTER
MtR S-TOB- T
PROP,OSEbf
JIN If If
DI WATERRNE
" "' I
N11
mf
If
x'\
\\,��ORIGINAL GRADES.
If
A "N\%,
If If
If If
I It ff I
If
If
X\
1 0 20 40 If
If
40 80 120
If
If
If IN
AXI ARHIC ALE I INCH 40 FEET If
. . .... ff, "'A If N" \ \ \ I
6R NO. DATE BY REVISION DESCRIPTION
(5 (50 ('5
af-ill
n-*Es
r. m;e
EXIST. 24" SANIT
EXIST INV E
RESTORE DISTURBED BANKS WITH
COIR MATTING AND VEGETATIVE
MEASURES (SEE TYPICAL DETAILS)
MINIMIZE DISTURBANCE TO CREEK
AND CREEK BANKS AS MUCH AS
POSSIBLE DURING UTILITY LINE
INSTALLATION. WHEN BACKFILLING
RESTORE DISTURBED AREAS TO
ORIGINAL GRADES.
Y SEWER
.36 --\
T-- '.
Ld
_j
0-,
m: r
a
Ld
V)
0
CL
0
Ir
C*4
OLO
00,--
co
0 r,
00000
0 ..
0 >:E >
+ uj_ z
o _j
w >:
-ci a- z V)
MH #1&2 TO INC UDE WATERTIGHT FRAME
ANDI COVER
r'�- C-4
0 . r-
00 C14 .
0 C14
u') 00 re)
r-
n - C)o
Lc) >
LLJ
LjKo
0- >: >:
PROP. 14" DIAMETER OUTSIDE
DI DROP - POUR /FORM NEI
INVtRT OVER EXSTING
DROP INV IN = 568.36
0 j.48%
PVC
'*'-154 Lr OF 14" DIAMETER
RESTRAINED JOINT DI
SEWER S
PROP (2) 4' X 4' X 3' THICK
CONCRETE BLOCK ANC�ORS
1+100
2tOO
PROFILE
SCALE- HORIZ. 1"= 40'
VERT. 1"= 4'
�11E§
�; m;e
870
z
_j
0
o
0�
< )
MR
0
z
N
Z)
0
C)
<
o
d'qkA,
5.:
PROP. 15-WAY ELEC
m
C)
FROP.
FINISHED GRADE
DUCT BANK SYSTEM
Z
0
W
z
m
a�
z
a�
F_:
<
z
9
0
9
w
z
co
0
U)
W
0
U)
W
z
w (o
_j CN
19t
-5
Ld
0
0
I-L
<
_j
0 U-) 00
m U-)
Ld 0
0 0 .................
C*4
............................................................................................
...... .............................................................................................
co
.................................................... z .................... n.; . ...................................................................
q- bo Cq
............................................................................................ .............................................................................................
................................................... ........... ............................................................................................
.. .................................................................................................................................................................... V . ......
...........................
of
6- u�
Co
0)
0 co r--. r,
00
Z U-)
< co 00
r-
m(o
Ld po ::4 00 - -
C-4 00
ri
1-100
V) + Ld
_j
0 Lo LLI :E Z)
0
W5
V) + [Li
30
—
c < CL,
_j
Q C*4 j. I
--Z)
Zr
>: >:
o zz
0 < a-
>:>:
rr V)
PVC
Ir
0- V)
zz EXIST.
GROUND LINEI
146
ri
S,
co
Lj
Ld
0 o
m: Lo
z Lri n
0
m:
z
0) C14
0
252 LF
2 PN fc 0 1 .00%
MEE
< Lr) to
m Do (600
<
00
000
(D
. . . . . . . . . .
00 00
r- .00
LLJ >
a
Lj a)
00
>
V) + Ld
. LLJ';�iE
V) +
000
LLJ
_j
-LLLC)
....
m
0 IL >: >:
IL
0;�
of
a->
Ir
CL 0 pkz
CL V)
0 z
3tOO
4tOo
5tOO
6tOo
7tOO
8tOo
gtoo
�11E§
�; m;e
870
z
Lu
2
Lu
>
00
LL
Lu
I—
U)
cl)
z
_j
0
o
0�
< )
MR
0
z
N
Z)
0
C)
<
o
d'qkA,
z
Lu
2
Lu
>
00
LL
Lu
I—
U)
cl)
z
_j
0
o
0�
< )
!�2
0
z
z
Z)
0
C)
<
cc"
Lu
0� Lu
Lu 3z
3:(/)
Lu Lu
U) _j
>_ LL
0� 0
<
Z
< z
U) <
_j
0—
SHEET
C=307
!�2
u)
cc"
5.:
m
C)
a�
>
W
>
W
Z
0
W
z
m
a�
z
a�
F_:
<
z
9
0
9
w
z
co
0
U)
W
0
U)
W
Z
0
w (o
_j CN
19t
-5
0
0
0
I-L
Lu
0� Lu
Lu 3z
3:(/)
Lu Lu
U) _j
>_ LL
0� 0
<
Z
< z
U) <
_j
0—
SHEET
C=307

A
A A
'14
.4
BEND
CONCRETE
THRUST BLOCK
UNDISTURBED
EARTH
CONCRETE
THRUST BLOCK
BEND
TYPICAL THRUST BLOCKS FOR BENDS
REVISION DATE - NOVEMBER 3,2008
TRENCH
WIDTH
.,'l 2" MIN
:12"
MIN.
4
'l 2" MIN.
CONCRETE THRUST
BLOCK
11-1/4' BEND
1'// 'NI//
45- BEND
90* BEND
TEE
PLUG
2-6
12
I Zx
. -
16
X
..
�4'
.12" MIN.'.
",12- MIN.
NN",
12
16
22
N
18
J
12
14
20
28
28
22
NN� TRENCH
12
18
24
32
WIDTH
28
. 4. .
14,
4
<N,
28
38
38
4 '. 1, 4
X
/ N / " IX 111 X/1 4 PIPE
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED) UNDISTURBED EAR
TYPICAL THRUST BLOCK FOR REDUCERS
REVISION DATE - NOVEMBER 3,2008
CONCRETE THRUST
BLOCK
`N/,� 'N
TRENCH
WIDTH
`12 MI
MIN.'
..12
.44
------
12 MIN.
12-
.14
TRENCH
WIDTH
4 4,
4
X
12" MIN.
N, A.
�N �N X­
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED)
UNDISTURBED EARTH
TYPICAL THRUST BLOCK FOR PLUGS
REVISION DATE - NOVEMBER 3,2008
TEE
UNDISTURBED
EARTH
CONCRETE
THRUST BLOCK
A
UNDISTURBED EARTH
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED)
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED)
PLUG
3/4" TAP W/
CORPORATION
STOP FOR AIR
PRESSURE RELIEF
CONCRETE
THRUST BLOCK
4:1
F L-r% IN
FINISHED GRADE WORD "WATER" CAST IN TOP
/\�x
AIX
X
3'-0"
MAX.
NOTES:
1. TAPPING SLEEVE SHALL BE
MUELLER, CLOW, AMERICAN OR
APPROVED EQUAL.
2. TAPPING VALVE SHALL BE
MUELLER, CLOW, AMERICAN OR
APPROVED EQUAL.
3. SOLID CONCRETE OR BRICK
BLOCKING SHALL BE USED AS
FOOTING FOR DUCTILE IRON PIPE.
PVC PIPE SHALL REQUIRE A
TING.
3000 PSI FOO
4. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
5. SEE APPROPRIATE STANDARD
DETAIL FOR THRUST BLOCK
DIMENSIONS.
6. COVER FITTINGS WITH
POLYETHYLENE PLASTIC PRIOR
TO POURING THRUST BLOCKS
ADJUSTABLE CAST IRON
VALVE BOX (SCREW TYPE)
CONCRETE BRICK
-VALVE
SUPPORT
COMPACTED BACKFILL
SLEEVE
3' MIN.
COVER
.... ....................... .... ............. ... .... ......
A
TEE \--UNDISTURBED EARTH
U
TYPICAL THRUST BLOCKS FOR TEES
REVISION DATE - NOVEMBER 3,2008
NOTES:
1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS.
THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK.
2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4- AND SHALL MATCH THE SIZE OF THE BOLT
PROVIDED WITH THE FITTING.
3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH
EACH FITTING. RODS SHALL BE EQUALLY SPACED.
TYPE
SIZE
11-1/4' BEND
22-1/2' BEND
45- BEND
90* BEND
TEE
PLUG
2-6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
1 50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCK DIMENSION "All
REVISION DATE - NOVEMBER 3,2008
TAPPING SLEEVE AND VALVE
WITH BOX INSTALLATION
REVISION DATE - NOVEMBER 3,2008
STEEL El
FINISHED GRADE
WORD "WATER" CAST IN TOP
77 ­77
1 7 7777\
"N N",","," 7 7 ', , BOLT-ON TYPE SKID
11 "1 IN
lk I/ X TIC PAINT
W/ BITUMAS
OR STAINLESS STEEL
18"x18%4" CONCRETE PAD
(UNLESS OTHERWISE SPECIFIED)
3' MAX.
INSTALL
EXTENSION NO. 12 COPPER TRACING WIRE
1� NOTE: PROVIDE SUFFICIENT
AS REQUIRED EXTRA WIRE TO EXTEND MIN.
2' ABOVE TOP OF VALVE BOX
ADJUSTABLE CAST IRON
VALVE BOX (SCREW TYPE)
WATER MAIN
NV
IX >
UNDISTURBED
EARTH
No.12 COATED
COPPER TRACING WIRE
(PVC PIPE ONLY)
CONCRETE SUPPORT PAD 6"
LARGER THAN VALVE
(REQUIRED ON GATE VALVES
10" AND LARGER ONLY)
TYPICAL VERTICAL GATE VALVE INSTALLATION
REVISION DATE - NOVEMBER 3,2008
GENERAL WATER NOTES
REVISION DATE - NOVEMBER 3,2008
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND
TEMPORARY ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE
VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG. NORTH CAROLINA ONE
CALL (1-800-632-4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION
CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
7. WATER LINES SHALL HAVE 3'
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION.
TIONS FOR ADDITIONAL INFORMATION.
10. SEE PROJECT SPECIFICA
11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
12. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING
TION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE
CLOSED FOR CONSTRUC
DEPARTMENT, COUNTY SHERIFFS DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL
TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
13. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND
24 HOURS PRIOR TO CONSTRUCTION.
14. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A
TI TH
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUC ON PRACTICES AT E
CONTRACTOR'S EXPENSE.
15. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE-LAID AT NO ADDITIONAL COST TO THE
OWNER.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED
ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT
TION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTA
OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION.
A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL
ON THE ROAD SURFACE TO FACILITATE CLEANUP.
�SS STEF1 Pni T
BC,-.
(MIN. 2 PER JOINT,
SPACED EVENLY)
ENCASEMENT
NL
IPE
_­RIER PIPE
NOTE: FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS
DUE TO EXCAVATION, CONTRACTOR SHALL ATTACH THREADED RODS AS SPECIFIED IN THRUST BLOCK DETAILS TO
THE ENCASEMENT AND ROD FITTINGS DIRECTLY TO THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE
BY WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BYWELDING EYE BOLTS TO THE ENCASEMENT FOR
ATTACHMENT OF THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
ENCASEMENT DETAIL
REVISION DATE - NOVEMBER 3,2008
0.
AT B TTOM
U) UJ
Z >
uj
UJ
Lu
<
z
fn
3:
<
I­
Z <
0)
co
CN co
C=) w w
C_� CN U) >
w w
w
0 z m z
z U)
L�j 0 0 9
U) z
0 < w < w 0 CN
<
ui
Q
fy
ui
<
Q
<
z
<
SHEET
C=31 0
0*1
u
u
z
4t:
z
u
zC-4
00
00
Z
0
cn
u
z
u
z
LEMMA4
z
E_
9�
U) UJ
Z >
uj
UJ
Lu
<
z
fn
3:
<
I­
Z <
0)
co
CN co
C=) w w
C_� CN U) >
w w
w
0 z m z
z U)
L�j 0 0 9
U) z
0 < w < w 0 CN
<
ui
Q
fy
ui
<
Q
<
z
<
SHEET
C=31 0

Ymin.
Existing ground Direction of runoff
ELEVATION
Ymin.
or Flow direct
led in plans t
as specift
0
QJ
Sediment wattle
12
mf:
rom
'C Runoff f
disturbed area,
PLAN
ZNSTALLATION BEYOND TOE OF SLOPE
NOTE:
Install wattles snugly into trench.
Abut adjacent wattles tightly, end 1. Drive stakes at each end and at 4'spacing
to end. without overlapping the ends
until wattle is secure to slope. Do not crush
wattle while staking, Live stakes may be used for
permanent installations.
2. Use drainage ditch installation only in low flow
conditions.
L
)und (typ.)
3� to so
Excavate trench 2"
larger than wattle
Step 1: EXCaVate trench
and install wattles
Backfilled and compacted
soil to ground level
Direction of runoff
frrn disturbed are"
F
INSTALLATION ALONG SLOPES
Step 2: Backfill soil against wattles
PROPERLY STAKED AND ENTRENCHED WATTLE
Provide sufficient length to prevent Stake and entrench wattle
water from flowing around the wattle
ELEVATION
EXISTING BASE COURSE
DRY/
UNDISTURBED
EARTH
F/ow
DRAINAGE DITCH ZNSTALLATION
SEDIMENT WATTLE DETAIL
(MODIFIED FOR THIS PROJECT)
1.,_0 SEE lKtNL;tl UtIAIL I V-0
FOR WIDTH
PLAN
TO MATCH EXISTING GRAVEL SURFACE
r---EXISTING BASE COURSE
6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED
95% STANDARD PROCTOR
`PIPE
GRAVEL DRIVE REPAIR DETAIL
REVISION DATE -JANUARY 2, 2007
IN AREAS OF PAVEMENT CUT
AND PATCH FOR LAI—BER DRIVE
OVERLAY OF ROADWAY WILL BE
PERFORMED BY PV2 CONTRACTOR
r
EXISTING
L----------------- -- --
I Uml:
S�
BITUMINOUS TACK COAT -Ir
11-0. -0" -0- 11-0.
1 PIPE 1'
MAX. 0. D. MAX
NOTE: UPPER TWO FEET COMPACTED EARTH
OF BACKFILL UNDER ROADS BACKFILL
q-
TO BE COMPACTED TO 100%
it wattle
WATTLE STAKZNG DETAIL
No SCALE
NOTE DETAIL OBTAINED BY
INTERNET U.S.D.O.T.
6" TYPE 1 19.013 BITUMINOUS BINDER COURSE
IN TWO 3" COMPACTED LIFTS
/-6" C.A.B.C. IN TWO 3" COMPACTED LIFTS
COMPACTED TO 100% COMPACTION STANDARD
SAWCUT EXISTING PAVEMENT
EXISTING
0
. 0
0
UNDISTURBED EARTH
NOTES:
1 EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH CRS-I OR CRS-11.
3. THICKNESS OF CABC STONE, I-19.0B BINDER AND SF 9.5A SURFACE COURSE SHALL
MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY
PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
TYPICAL PAVEMENT REPAIRS - NCDOT ROADS
REVISION DATE -JANUARY 2, 2007
STAKES REQUIRED
Wattle length
(it)
Stakes required
for each wattle
25
8
20
6
1 12
4
lope
stake
WA 7TLE SPACING
Slope
Spacin _q
(it)
1:4 or Hatter
40
1:3—
30
1;2
20
1.1
10
WATTLE INSTALLATION AND
MAINTENANCE NOTES
1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT
AND SECURE STAKING OF THE ROLL ALONG THE
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND THE ROLL.
2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF
ROCK, THEN RE—BAR MAY BE USED. BE SURE TO
REMOVED RE—BAR WHEN WATTLES ARE REMOVED.
3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT
OVERLAP).
4. DO NOT CRUSH WATTLE WHILE STAKING.
5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT.
6"-3000 PSI CONCRETE 11 -0 1
SEE TRENCH DETAIL 1 1'- 0
TO MATCH EXISTING
FOR WIDTH SAWCUT EXISTING EDGE
CONCRETE SURFACE
TO PROVIDE NEAT
STRAIGHT EDGE PRIOR TO
REPAIR
6-
TING C ONCRETE
-RET& .4EXIs . "
EXISTING CONC
A
. . . . . . . 44
EXISTING BASE C 6
4
MIN. CABC C p CTEr, LAR,,11NU tJAbt COUR 'E
TO
-3-
100% S,TD. PROU I UR-..� X, 6"
LIFTS-"
z
NI
V
DRY/
UNDISTURBED—�
EARTH
6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
C14
MOISTURE COMPACTED 95%
STANDARD PROCTOR
PIPE
CONCRETE DRIVE REPAIR
NOT TO SCALE
REVISION DATE - NOVEMBER 3,2008
2" LIFTS OF ASPHALT V-0 SEE TREN I CH DETAIL 1'_O
TYPE SF 9.5A TO MATCH
EXISTING PAVEMENT FOR WIDTH
THICKNESS
2" MIN.
TING BASE ­60­0 'S' f
6" MIN.
2-ol
TACK EXISTING PAVEMENT EDGE
WITH CRS-I OR CRS-11. PATCH
V., TO MATCH EXISTING PAVEMENT
DRY/
q
UNDISTURBED
C­­ I ,
6" LIFTS OF SUITABLE SOIL
EARTH TIMUM
OR CABC AT OP
"a
MOISTURE COMPACTED
95% STANDARD PROCTOR
% -5�
` PIPE
N OTE:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS-I OR CRS-11
ASPHALT DRIVE REPAIR DETAIL
REVISION DATE - JANUARY 2, 2007
2'-6" MINIMUM
FIRE
HYDRANT
24%24"x6"
CONCRETE PAD
1/3 CU. YD.
OF GRAVEL OR
-6" WASHED STONE
MINIMUM
DRAIN PORT
12%12%6" CONCRETE
SUPPORT PAD
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
4 -4.
V-6" MIN.
2'-0" MAX.
n 4n
COMPACTED EARTH
BACKFILL (TYP.)
6" PIPE
LEG
FINISHED
GRADE
APPROVED WARNING
TAPE 24" ABOVE PIPE
(PVC ONLY)
24"x24"x6"
CONCRETE PAD
ADJUSTABLE CAST UNDISTU
IRON VALVE BOX EARTH
6" GATE VALVE
THRUST BLOCK
PER DETAILS
6" PIPE LEG
`3/4"0 THREADED
ROD (GALVANIZED)-/
EYE BOLTS (TYP.)
-UNDISTURBED EARTH TEE WITH 6" OUTLET
0 0
N
7.
0 0
No.12 COATED
COPPER TRACING
WIRE (PVC ONLY)
4
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
REVISION DATE - NOVEMBER 3,2008
EARTH
STANDARD EXCAVATION
APPROVED WARNING TAPE
24" ABOVE PIPE (PVC G
BACKFILL MATERIA
COMPACTED IN 6"
BACKFILL MATERIA
COMPACTED IN 3"
3.12 COATED COPPER
?ACING WIRE (PVC ONLY)
NOTE:
BELL HOLES NOT SHOWN
EARTH
OVERCUT EXCAVATION
NOTE:
1 . CONSTRUCTION OF TRENCHES SHALL COMPLY NTH ALL FEDERAL, STATE AND LOCAL SAFETY AND
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR NTH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
TYPICAL TRENCHING DETAILS
WATER LINES
REVISION DATE NOVEMBER 3,2008
Know what's below.
Cal I before you dig.
N.C. One-Call Center
Dial 811 or 1-800-632-4949
U)
z
0
W UJ
Z >
LLI 0�
I— UJ
x
LL!
0
<
z
Cn
M 0
0�
<
C)
00
z
z
D
0
0
0)
7
CN C,)
-t
CD 5.: W W U)
C� N
CN U) >
W W
. : W 5.: a� a�
0 z co z W
z 0- 0 9 �U_) 0 1
U) 0 U) Z (0
N
0 W W 0
0 0
W
_J
<
UJ
LIJ
<
Q
z
SHEET
C=311
0*1
U
U
z4t
w
Gn
44
z
z
q-
C14
00
U
z
5
�4
U
A
I <
4
U)
z
0
W UJ
Z >
LLI 0�
I— UJ
x
LL!
0
<
z
Cn
M 0
0�
<
C)
00
z
z
D
0
0
0)
7
CN C,)
-t
CD 5.: W W U)
C� N
CN U) >
W W
. : W 5.: a� a�
0 z co z W
z 0- 0 9 �U_) 0 1
U) 0 U) Z (0
N
0 W W 0
0 0
W
_J
<
UJ
LIJ
<
Q
z
SHEET
C=311

FILL MATERIAL
ACTED IN 6" LIFTS
FILL MATERIAL
ACTED IN 3" LIFTS
CAST IRON WITH "SEWER" CAST IN TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
PLUG ALONE PER OWNER PREFERENCE
18" SQUARE
CONCRETE
PAD
IRON SERVICE BOX
THREADED PVC
COUNTERSUNK PLUG
#57 WASHED
STONE
45*
BEND
4"X 4" WYE
LLY
Ly
4" PLUG \-4" SEWER LINE
CLEANOUT DETAIL
REVISION DATE NOVEMBER 3,2008
EARTH
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS-s,,,
SPRING LINE OF PIPE
CLASS I
EMBEDMENT-
UNDISTURB
EARTH
BACKFILL MATERIAL
COMPACTED IN 6"
BACKFILL MATERIAL
COMPACTED IN 3"
EARTH
OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
2" MAX
STANDARD EXCAVATION
IN WET CONDITIONS
1­-'V�, UNAVI I T �)LVVLN
BACKFILL MATERIAL
COMPACTED IN 6" LIFT
SPRING LINE
CLASS I
EMBEDMENT
FOUNDATION STONE FOR
UNDERCUT EXCAVATION 01
AS DIRECTED BY ENGINEEI
UNDISTUR
,,u
EARTH
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
TYPICAL GRAVITY SEWER TRENCHING DETAILS
REVISION DATE - NOVEMBER 3,2008
CONCRETE COLLAR WOVEN OR
UNEXCAVAIM
WELDED WIRE MESH
s r 3000 LB. CONCRETE
4 BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING
L,6,
6
4,
LA
' � ; 4
4 .1 1.
MATERIAL OR WITH STONE AS REQUIRED BY SPECIFICATIONS
SECTION A A
EXISTING
SEWER N
CONCRETE BASE
.SECTION $PC cop
PIPE EMBEDMENT MATERIAL
MECHANICALLY TAMPED
OVER EXISTING SEWER PIPE
REVISION DATE NOVEMBER 3,2008
2'-10" DIA. STANDARD OR WATERTIGHT MANHOLE FRAME
AND COVER W/ GASKET AND STAINLESS STEEL
2'-0" DIA. BOLTS AS SHOWN ON DRAWINGS
NON-SHRINK GROUT WITHIN 1" OF TOP
2 . 1
4- x
<
CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
PLASTER INSIDE AND OUTSIDE OF BRICK
CENTERLINE OF INLET PIPING
RISERS MINIMUM 1/2- THICK.
IS NOT ALLOWED IN EITHER
QUADRANT ADJOINING THE 4 1 '4:
MANHOLE
MANHOLE OUTLET.
STEPS
<
u
4
REVISION DATE - NOVEMBER 20,2008
41=
z
CONCRETE
0
COLLAR (TYP.) 3:
ECCENTRIC CONE SECTION MAY VARY IN
SEE DETAIL FOR
A
VER TICAL HEIGHT WITH SUPPLIER BUT
_j
STANDARD MANHOLE U-
2.
to SHALL BE 2'-8" MIN. AND 4'-0" MAX.
OR AS NOTED.
P'
IG PE SAW
EXISTING PIPE SAW
4
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
1 4
S
CUT TO SPRINGLINE
00
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
C14
4
12" 1­- f
r
NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG. NORTH CAROLINA ONE CALL (1-800-632-4949).
L 6 . .... 4 E b'T
00
LIFTING HOLES SHALL BE FILLED
k AND PLASTERED ON BOTH EXTERIOR
�9�T4f -7'4
4k
F, 4
m
E4j,; 4
;J
AND INTERIOR WALLS WITH MORTAR.
4�
CAROLINA.
SECTION B B to.
<
5.
SEWER
A,
0
PIPE
NOTES:
1.
THIS DETAIL MUST BE USED FOR CONSTRUCTION OF ALL m
7
MANHOLES OVER EXISTING SEWER MAINS.
u
2.
LATERALS 6" AND LARGER SHALL BE CONNECTED AT MANHOLES ONLY.
z
Ld
3.
FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. SECTIONAL
PLAN
4.
MANHOLE BASE SHALL BE CAST IN PLACE.
HEIGHT WITH SUPPLIER BUT SHALL BE
NEW MANHOLE CONSTRUCTED
OVER EXISTING SEWER PIPE
REVISION DATE NOVEMBER 3,2008
2'-10" DIA. STANDARD OR WATERTIGHT MANHOLE FRAME
AND COVER W/ GASKET AND STAINLESS STEEL
2'-0" DIA. BOLTS AS SHOWN ON DRAWINGS
NON-SHRINK GROUT WITHIN 1" OF TOP
2 . 1
4- x
<
CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
PLASTER INSIDE AND OUTSIDE OF BRICK
PRECAST MANHOLE NOTES:
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
PRECAST CONCRETE MANHOLE
REVISION DATE - NOVEMBER 3,2008
PRECAST CONCRETE CONSTRUCTION NOTES
REVISION DATE - NOVEMBER 3,2008
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM
C-478, LATEST REVISION, AND ASTM C-890.
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B",
3000 PSI MIN.
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER
TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS
DIRECTED IN THE FIELD BY THE ENGINEER.
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE
STRUCTURAL DESIGN OF THE STRUCTURE AND, WHEN REQUESTED
BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN
CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A
REGISTERED STRUCTURAL ENGINEER.
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY
CALCULATIONS TO VERIFY ANTI-FLOATATION OF WET WELL.
CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED TO
ENSURE ANTI-FLOATATION AT NO ADDITIONAL COST TO OWNER.
HALF PLAN OF MANHOLE
1p-11 1/2-
�10
cli
I Tl�
1/2-
SECTION A-A
MANHOLE COVER.
2'-1 1/4-
C-4
3/4" V-1 1 3/4-
'-0 1/2"
4 3/8 2
2'-9 1/4
GENERAL SEWER NOTES
RISERS MINIMUM 1/2- THICK.
IN
<
u
REVISION DATE - NOVEMBER 20,2008
41=
z
0
1.
ECCENTRIC CONE SECTION MAY VARY IN
u
VER TICAL HEIGHT WITH SUPPLIER BUT
2.
to SHALL BE 2'-8" MIN. AND 4'-0" MAX.
OR AS NOTED.
3.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
00
00
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
C14
NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG. NORTH CAROLINA ONE CALL (1-800-632-4949).
00
LIFTING HOLES SHALL BE FILLED
k AND PLASTERED ON BOTH EXTERIOR
uj
C14
00
u z
m
ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
AND INTERIOR WALLS WITH MORTAR.
_j
_j
CAROLINA.
_5"
<
5.
CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
A,
0
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
V)
7
u
4'-0" DIA. 4'-0" VERTICAL PRECAST MANHOLE
z
Ld
0
6.
COMPONENTS MAY VARY IN VERTICAL
ui
HEIGHT WITH SUPPLIER BUT SHALL BE
w
0
5
l'-4" MIN. AND 4'-0" MAX.
z
�4
Z u
7.
SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
�i
a
STEPS FULL DEPTH OF
ui
Nt
MANHOLE TO BE
8.
WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
INSTALLED IN VERTICAL
UJ
_j
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
ALIGNMENT ON STRAIGHT ALL JOINTS BETWEEN PRECAST SECTIONS
m
10' EITHER SIDE OF THE CROSSING.
SIDE OF MANHOLE. (USE SHALL BE SEALED WITH AN APPROVED
9.
RUBBER BOOT
STANDARD STEPS AS -5" BITUMINOUS SEALANT OR GASKET AND
10.
W/ S. S.
SHOWN THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
CLAMP
INTERIOR JOINTS PLASTERED WITH
MORTAR.
11.
UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON JOINTS AND EXPOSED PIPING
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
SHALL BE FLANGED JOINT.
/PIPES. FORM TO MATCH 2/3 DIAMETER
71 OF OUTLET PIPE. SEE INVERT DETAIL
0
ffm
12.
LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
WATERTIGHT SEAL WITH APPROVED
MATERIAL WATERTIGHT SEAL WITH
APPROVED MATERIAL
14.
CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
PRECAST MANHOLE NOTES:
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
PRECAST CONCRETE MANHOLE
REVISION DATE - NOVEMBER 3,2008
PRECAST CONCRETE CONSTRUCTION NOTES
REVISION DATE - NOVEMBER 3,2008
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM
C-478, LATEST REVISION, AND ASTM C-890.
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B",
3000 PSI MIN.
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER
TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS
DIRECTED IN THE FIELD BY THE ENGINEER.
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE
STRUCTURAL DESIGN OF THE STRUCTURE AND, WHEN REQUESTED
BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN
CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A
REGISTERED STRUCTURAL ENGINEER.
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY
CALCULATIONS TO VERIFY ANTI-FLOATATION OF WET WELL.
CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED TO
ENSURE ANTI-FLOATATION AT NO ADDITIONAL COST TO OWNER.
HALF PLAN OF MANHOLE
1p-11 1/2-
�10
cli
I Tl�
1/2-
SECTION A-A
MANHOLE COVER.
2'-1 1/4-
C-4
3/4" V-1 1 3/4-
'-0 1/2"
4 3/8 2
2'-9 1/4
SECTION A-A
MANHOLE RING 5/
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS 1 1/4]
MANHOLE RING & COVER
REVISION DATE NOVEMBER 3,2008
J
A
PLAN
ELEVATION
0.
5/
-3/4"
1/4"
/4"
1/4-
SIDE ELEVATION
POLYPROPYLENE-\
PLASTIC
#4 DEFORMED'
STEEL ROD
-A
SECTION A
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
FOR THE USE OF SAID STEPS.
MANHOLE STEPS
REVISION DATE - NOVEMBER 3,2008
Z
0)
_j
co
CN m U)
C'
CN U)
co U) > > _j
C_� >_ w w
.: 2 W 5-:
w
z m z
0
Z L�j U)
co
co U) U) Z CN
0 w < w 0
-5
_j
ui
Q
ui
ui
Q
fy
<
Q
z
<
SHEET
C=312
GENERAL SEWER NOTES
0*1
w W)
4
u
u
REVISION DATE - NOVEMBER 20,2008
41=
z
1.
ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
u
ACCESS EASEMENTS SHOWN.
2.
CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
00
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG. NORTH CAROLINA ONE CALL (1-800-632-4949).
00
C14
00
u z
4.
ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
Z
5.
CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
0
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
00
�4
CONSTRUCTION.
u
cn z
6.
CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERA TIONS.
5
�4
Z u
7.
SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
�i
THE DRAWINGS.
�_o
g:I4
8.
WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
4
9.
SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION.
E_
z
10.
SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11.
UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
ffm
12.
LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14.
CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15.
CONTRACTOR SHALL NO TIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
0
0
16.
LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
'ell
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17.
CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18.
MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
<
SPECIFICATIONS.
U)
z
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.07. MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
0
20.
ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
O�
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
<
EXPENSE.
0
21.
CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
z
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
0
22.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND
W
0
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
uj
Z >
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
LLJ 0�
z
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
uj
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
x
uj
0
z
<
SECTION A-A
MANHOLE RING 5/
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS 1 1/4]
MANHOLE RING & COVER
REVISION DATE NOVEMBER 3,2008
J
A
PLAN
ELEVATION
0.
5/
-3/4"
1/4"
/4"
1/4-
SIDE ELEVATION
POLYPROPYLENE-\
PLASTIC
#4 DEFORMED'
STEEL ROD
-A
SECTION A
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
FOR THE USE OF SAID STEPS.
MANHOLE STEPS
REVISION DATE - NOVEMBER 3,2008
Z
0)
_j
co
CN m U)
C'
CN U)
co U) > > _j
C_� >_ w w
.: 2 W 5-:
w
z m z
0
Z L�j U)
co
co U) U) Z CN
0 w < w 0
-5
_j
ui
Q
ui
ui
Q
fy
<
Q
z
<
SHEET
C=312

SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(Y2"-1Y2" DIAMETER)
ANGLE CUT 30-,
DEGREES
3'-0-
3000 PSI CONCRETE WITH d
#6 BARS @ 12" O.C. E/W.
PLACE #6 BARS @ 45- TO I F
',..I
OPEN IN G- (TYPICAL BOTH SIDES) 'I ' .1
'I - - - r T
PROPOSED DUCTILE IRONJ 14 1 'd I
GRAVITY SEWERS - SEE
PLAN FOR SIZE
CONCRETE BLOCKING DETAIL
TYPICAL DETAIL FOR CONCRETE BLOCKING AT
AERIAL SEWER LINE CROSSINGS ON SEWER
LINE "A" — CONCRETE BLOCKING TO BE PART
OF PRICE FOR CREEK CROSSING ITEM
?-3 FEET IN
_EN GTH
NOTE:
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK, OR COMPACTED SOILS.
"r\1 r' ir' -r"r' r'A=
r�%r VU I r�%r 1 16\ r�
101 Eel N TA
NOTES:
1 . LIVE STAKES SHALL BE EVENLY SPACED 4 FEET APART.
2. LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET AS MUCH AS POSSIBLE.
4. UTILIZE ON SITE TRANSPLANT MATERIALS MADE AVAILABLE BY THE OWNER. ONCE
SOURCE OF TRANSPLANT MATERIAL HAS BEEN HARVESTED, UTILIZE LIVE STAKING.
LIVE STAKING - BANK STABILIZATION (N.T.S.)
- —FLANGE END/BELL END
50'-0" MAX SPAN PIPE 19'-3" LONG PRECAST BASE
ION
(SEE PLANS FOR ACTUAL LOCATION OF BLOCKS) 4'-0" MIN.
STABILIZE CREEK BANKS WITH RUBBER BOOT
COIR MATTING & VEGETATIVE W/ S.S. CLAMP
RUBBER BOOT
MEASURES (SEE DETAILS)
I- == SMOOTH FLO'O
71
PLAIN END/FLANGED INVERT 2/3
END PIPE 19'-3" E DIAMETER W/ S.S. CLAMP
LONG ,-,;TRAINED
19'-6 JOINT 4" MIN.
40 LONG SPAN DI PIPE
i 0,± 26± i 0,± SEE PLAN FOR LENGTHS SECTION A—A
I_r, K'J"' r
n S-S
m U I rl T-j 4 '/' M I'N
I tNR 2 3
\� T
E DIAMETER
DO NOT DISTURB CREEK BANKS ALL PIPES SET SO THAT CENTERLINE
RESTRAINE OF PIPE IS RADIAL TO MANHOLE
REINFORCED CONCRETE JOINT BELOW PROPOSED TRENCH INVERT CENTER.
BLOCKS - TYPICAL BOTH ONE FULL JOINT OF
SIDES OF CREEK CROSSING FLANGE/FLANGE PIPE
CENTER OF CREEK
A
FLOW FLOW
AERIAL CROSSING DETAIL . . ................................... .............. ........ ...... ... ........ ............ ...................... .. ........ ....................... ................... ............... --------
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE HORIZONTAL AND VERTICAL LOCATION
SUBMITTED AND APPROVED PRIOR TO INSTALLATION. FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
— — 1/2" MIN.
NATURAL
GROUND-
TEMP. PIPE F(
STREAM FLOW
SECTION AA
FILTER FABRIC-'
CLASS B RIPRAP (REMOVE AFTER
CONSTRUCTION, STABILIZE
DISTURBED AREAS, SEE DETAIL
BELOW)
COMMONNAME
AMELANCHIER ARBOREA
Im
T_
CANADA SERVICEBERRY
UPON REMOVAL OF CREEK
EASTERN REDBUD
CHIONANTHUS VIRGINICUS
-.-c
Uj
CORNUS FLORIDA
CROSSING STRUCTURES AND PIPE,
GORDONIA LASIANTHUS
LOBLOLLY BAY
HALESIA TETRAPTERA
_L
L
SWEETBAY MAGNOLIA
SALIX CAROLINIANA
V)
SASSAFRAS ALBIDUM
MATTING (NO BACKING) ON
DISTURBED AREAS OF CREEK SIDE
. . ............. .
. .........
SLOPES, OVERLAP MATTING MIN.
.T
-7.T-
U
OF 2' TO ADJACENT
00
C-4
00
NON-DISTURBED AREAS. DO NOT
Z
MAT CREEK BOTTOM
to
U
z
>
29
z
�i
m
�_o
11
FL W
-
z V)
Uj
f� ­— — .
6" OF #57
W
< k4
WASHED STONE-.,
z
J
I
41-601
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(Y2"-1Y2" DIAMETER)
ANGLE CUT 30-,
DEGREES
3'-0-
3000 PSI CONCRETE WITH d
#6 BARS @ 12" O.C. E/W.
PLACE #6 BARS @ 45- TO I F
',..I
OPEN IN G- (TYPICAL BOTH SIDES) 'I ' .1
'I - - - r T
PROPOSED DUCTILE IRONJ 14 1 'd I
GRAVITY SEWERS - SEE
PLAN FOR SIZE
CONCRETE BLOCKING DETAIL
TYPICAL DETAIL FOR CONCRETE BLOCKING AT
AERIAL SEWER LINE CROSSINGS ON SEWER
LINE "A" — CONCRETE BLOCKING TO BE PART
OF PRICE FOR CREEK CROSSING ITEM
?-3 FEET IN
_EN GTH
NOTE:
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK, OR COMPACTED SOILS.
"r\1 r' ir' -r"r' r'A=
r�%r VU I r�%r 1 16\ r�
101 Eel N TA
NOTES:
1 . LIVE STAKES SHALL BE EVENLY SPACED 4 FEET APART.
2. LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET AS MUCH AS POSSIBLE.
4. UTILIZE ON SITE TRANSPLANT MATERIALS MADE AVAILABLE BY THE OWNER. ONCE
SOURCE OF TRANSPLANT MATERIAL HAS BEEN HARVESTED, UTILIZE LIVE STAKING.
LIVE STAKING - BANK STABILIZATION (N.T.S.)
- —FLANGE END/BELL END
50'-0" MAX SPAN PIPE 19'-3" LONG PRECAST BASE
ION
(SEE PLANS FOR ACTUAL LOCATION OF BLOCKS) 4'-0" MIN.
STABILIZE CREEK BANKS WITH RUBBER BOOT
COIR MATTING & VEGETATIVE W/ S.S. CLAMP
RUBBER BOOT
MEASURES (SEE DETAILS)
I- == SMOOTH FLO'O
71
PLAIN END/FLANGED INVERT 2/3
END PIPE 19'-3" E DIAMETER W/ S.S. CLAMP
LONG ,-,;TRAINED
19'-6 JOINT 4" MIN.
40 LONG SPAN DI PIPE
i 0,± 26± i 0,± SEE PLAN FOR LENGTHS SECTION A—A
I_r, K'J"' r
n S-S
m U I rl T-j 4 '/' M I'N
I tNR 2 3
\� T
E DIAMETER
DO NOT DISTURB CREEK BANKS ALL PIPES SET SO THAT CENTERLINE
RESTRAINE OF PIPE IS RADIAL TO MANHOLE
REINFORCED CONCRETE JOINT BELOW PROPOSED TRENCH INVERT CENTER.
BLOCKS - TYPICAL BOTH ONE FULL JOINT OF
SIDES OF CREEK CROSSING FLANGE/FLANGE PIPE
CENTER OF CREEK
A
FLOW FLOW
AERIAL CROSSING DETAIL . . ................................... .............. ........ ...... ... ........ ............ ...................... .. ........ ....................... ................... ............... --------
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE HORIZONTAL AND VERTICAL LOCATION
SUBMITTED AND APPROVED PRIOR TO INSTALLATION. FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
— — 1/2" MIN.
NATURAL
GROUND-
TEMP. PIPE F(
STREAM FLOW
SECTION AA
FILTER FABRIC-'
CLASS B RIPRAP (REMOVE AFTER
CONSTRUCTION, STABILIZE
DISTURBED AREAS, SEE DETAIL
BELOW)
OPEN PLANTING
HOLE WITH
SHOVEL OR AUGER
PLACE BARE—ROOT
SEEDLING IN HOLE —
ROOT COLLAR AT
SURFACE
CLOSE HOLE WITH
SHOVEL OR AUGER —
NO AIR SPACE
AROUND ROOTS
BARE-ROOT SEEDLING PLANTING DETAIL (N.T.S.)
SEED MIX FOR REVEGETATING DISTURBED AREAS OF STREAM PROJECTS
SEEDING MIXTURE:
SPECIES RATE (Ib/ac)
OATS (MAR—JUN), WHEAT (JUL—NOV) OR RYE 120 LBS.
CREEPING RED FESCUE 20 LBS.
RED CLOVER 10 LBS.
SECTION BB
TOP STREAM BANK
REMOVESANDBAGS
REMOVE TEMP.
PIPE FOR STREAM
FLOW, UPON
COMPLETION OF
SEWER/WATER PIPE
INSTALLATION
\-ONCE INSTALLATION IS
COMPLETE BACKFILL
TRENCH IMMEDIATELY
- NOTE: BOTTOM OF
STREAM BED SHALL
BE RESTORED TO THE
ORIGINAL ELEVATION
COMPLETELY REMOVE
ALL ROCK ASSOCIATED
NTH DAM
CREEK RESTORATION /REPAIR DETAIL
N
NATURAL
GROUND
EXTEND FILTER FABRIC
12" INTO CHANNEL BANK
CLASS B RIPRAP
(18" MINIMUM THICKNESS)
FILTER FABRIC BLANKET
(MIRAFI 140N OR APPROVED EQUAL)
TEMP. 18" CMP
FOR STREAM FLOW
rSANDBAGS
STREAM
r7DC:::I� [-BED
PROPOSED
WATER OR SEWER LINE
B '71 TOP STREAM BANK
SANDBAGS
Uj
of
V)
TEMPORARY PIPE
SIZED TO CARRY
NORMAL CREEK FLOW
_u,
7 7
A
NOTE: ALL DISCHARGE FROM DEWATERING THE WORK
AREA SHALL BE PUMPED TO EITHER A TEMPORARY
SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS
SMALL CREEK CROSSING
REVISION DATE - NOVEMBER 24,2009
x
PLAN
NOTE: STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
CONSTRUCT SMOOTH
FLOW INVERT
PLAN
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH-BUILD, EPDXY
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
MANHOLE INVERTS
REVISION DATE - NOVEMBER 3,2008
TREE LIST (CONTRACTOR SHALL CHOOSE A MINIMUM OF THREE VARIETIE51
SCIENTIFIC NAME
COMMONNAME
AMELANCHIER ARBOREA
Im
(
CANADA SERVICEBERRY
UPON REMOVAL OF CREEK
EASTERN REDBUD
CHIONANTHUS VIRGINICUS
-.-c
Uj
CORNUS FLORIDA
CROSSING STRUCTURES AND PIPE,
GORDONIA LASIANTHUS
LOBLOLLY BAY
HALESIA TETRAPTERA
COMMON SILVERBELL
IMMEDIATELY INSTALL COIR
SWEETBAY MAGNOLIA
SALIX CAROLINIANA
V)
SASSAFRAS ALBIDUM
MATTING (NO BACKING) ON
DISTURBED AREAS OF CREEK SIDE
. . ............. .
. .........
SLOPES, OVERLAP MATTING MIN.
ZOO
U
OF 2' TO ADJACENT
00
C-4
00
NON-DISTURBED AREAS. DO NOT
Z
MAT CREEK BOTTOM
U
z
>
29
z
�i
m
�_o
11
FL W
-
z V)
Uj
f� ­— — .
6" OF #57
W
1
WASHED STONE-.,
OPEN PLANTING
HOLE WITH
SHOVEL OR AUGER
PLACE BARE—ROOT
SEEDLING IN HOLE —
ROOT COLLAR AT
SURFACE
CLOSE HOLE WITH
SHOVEL OR AUGER —
NO AIR SPACE
AROUND ROOTS
BARE-ROOT SEEDLING PLANTING DETAIL (N.T.S.)
SEED MIX FOR REVEGETATING DISTURBED AREAS OF STREAM PROJECTS
SEEDING MIXTURE:
SPECIES RATE (Ib/ac)
OATS (MAR—JUN), WHEAT (JUL—NOV) OR RYE 120 LBS.
CREEPING RED FESCUE 20 LBS.
RED CLOVER 10 LBS.
SECTION BB
TOP STREAM BANK
REMOVESANDBAGS
REMOVE TEMP.
PIPE FOR STREAM
FLOW, UPON
COMPLETION OF
SEWER/WATER PIPE
INSTALLATION
\-ONCE INSTALLATION IS
COMPLETE BACKFILL
TRENCH IMMEDIATELY
- NOTE: BOTTOM OF
STREAM BED SHALL
BE RESTORED TO THE
ORIGINAL ELEVATION
COMPLETELY REMOVE
ALL ROCK ASSOCIATED
NTH DAM
CREEK RESTORATION /REPAIR DETAIL
N
NATURAL
GROUND
EXTEND FILTER FABRIC
12" INTO CHANNEL BANK
CLASS B RIPRAP
(18" MINIMUM THICKNESS)
FILTER FABRIC BLANKET
(MIRAFI 140N OR APPROVED EQUAL)
TEMP. 18" CMP
FOR STREAM FLOW
rSANDBAGS
STREAM
r7DC:::I� [-BED
PROPOSED
WATER OR SEWER LINE
B '71 TOP STREAM BANK
SANDBAGS
Uj
of
V)
TEMPORARY PIPE
SIZED TO CARRY
NORMAL CREEK FLOW
_u,
7 7
A
NOTE: ALL DISCHARGE FROM DEWATERING THE WORK
AREA SHALL BE PUMPED TO EITHER A TEMPORARY
SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS
SMALL CREEK CROSSING
REVISION DATE - NOVEMBER 24,2009
x
PLAN
NOTE: STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
CONSTRUCT SMOOTH
FLOW INVERT
PLAN
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH-BUILD, EPDXY
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
MANHOLE INVERTS
REVISION DATE - NOVEMBER 3,2008
TREE LIST (CONTRACTOR SHALL CHOOSE A MINIMUM OF THREE VARIETIE51
SCIENTIFIC NAME
COMMONNAME
AMELANCHIER ARBOREA
DOWNY SERVICEBERRY, SHADBUSH
AMELANCHIER CANADENSIS
CANADA SERVICEBERRY
CERCIS CANADENSIS
EASTERN REDBUD
CHIONANTHUS VIRGINICUS
WHITE FRINGETREE,OLD MAN'S BEARD
CORNUS FLORIDA
FLOWERING DOGWOOD
GORDONIA LASIANTHUS
LOBLOLLY BAY
HALESIA TETRAPTERA
COMMON SILVERBELL
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
SALIX CAROLINIANA
SWAMP WILLOW
SASSAFRAS ALBIDUM
SASSAFRAS
SHRUB LIST (CONTRACTOR SHALL CHOOSE A MINIMUM OF THREE VARIETIES)
SCIENTIFIC NAME
COMMONNAME
HYDRANGEA ARBORESCENS
WILD HYDRANGEA
ILEX GLABRA
INKBERRY
ILEX VERTICILLATA
WINTERBERRY
ILEX VOMITORIA
YAUPON HOLLY
MYRICA CERIFERA
SOUTHERN WAX—MYRTLE
MYRICA CERIFERA VAR.PUMILA
DWARF SOUTHERN WAX—MYRTLE
VACCINIUM STAMINEUM
DEERBERRY, GOOSEBERRY
VEGETATIVE PLANTING LIST
FOR STREAM BANK STABILIZATION
Know what's below.
Cal I before you dig.
N.C. One-Call Center
Dial 811 or 1-800-632-4949
REVISION DESCRIPTION
U)
z
0
U) LLJ
Z >
LLJ 0�
LLJ
U)
LU
0
I <
cl) z
_j
0
C)
00
z
z
Z)
0 )
<
U <
z
C)
0)
CN cv)
U)
C 5.: 1 �: i�
CD4 �j Y� U)
CN > >
W W
W 5.: 0� a�
W
0 z m z
z U')
m z
0 W W 0 CN
-5
U)
_j
LU
Q
0�
LU
3:
LU
U)
Q
Q
z
SHEET
C=313
d'
0*1
U
U
4V
z
z
U
�-q
ZOO
U
z
00
C-4
00
Z
0
U
z
>
U
z
�i
LEMMA
�_o
W
4
z
U)
z
0
U) LLJ
Z >
LLJ 0�
LLJ
U)
LU
0
I <
cl) z
_j
0
C)
00
z
z
Z)
0 )
<
U <
z
C)
0)
CN cv)
U)
C 5.: 1 �: i�
CD4 �j Y� U)
CN > >
W W
W 5.: 0� a�
W
0 z m z
z U')
m z
0 W W 0 CN
-5
U)
_j
LU
Q
0�
LU
3:
LU
U)
Q
Q
z
SHEET
C=313
d'
U U)
4V
U)
z
0
U) LLJ
Z >
LLJ 0�
LLJ
U)
LU
0
I <
cl) z
_j
0
C)
00
z
z
Z)
0 )
<
U <
z
C)
0)
CN cv)
U)
C 5.: 1 �: i�
CD4 �j Y� U)
CN > >
W W
W 5.: 0� a�
W
0 z m z
z U')
m z
0 W W 0 CN
-5
U)
_j
LU
Q
0�
LU
3:
LU
U)
Q
Q
z
SHEET
C=313