WQ0042976_Application (FTSE)_20211110

Sewer Line Extensi
to serve
MARION, NORTH CAROL
Owner/Developer: City of Marion
Contact: Brant Sikes
828.652.4224
P.O. Box 700
Marion, NC 28752
litl;
Davis CivilSolutions, PA
Site/ Infrastructure • Engineering/ Planning
135-A Charlotte Highway. Asheville, North Carolina 28803
828.299.9449 PH • www.daviscivilsolutions.com
THIS DOCUMENT AND THE INFORMATION PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE PROPERTY OF DAVIS CIVILSOLUTIONS, P.A.,
PROVIDED AS AN INSTRUMENT OF SERVICE. THIS DOCUMENT MAY NOT BE COPIED,
REPRODUCED, ALTERED, PROVIDED TO ANY OTHER PARTY, OR USED FOR ANYTHING
OTHER THAN THE SPECIFIC PROJECT IDENTIFIED OR REFERRED TO HEREIN, OR USED
FOR EXTENSION TO THIS PROJECT, IN PART OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS CIVILSOLUTIONS, P.A.
COPYRIGHT 2020
DAVIS CIVILSOLUTIONS, P.A.
ALL RIGHTS RESERVED
Project
Loca ion
SITE
co
z
c6
MARION
N
Vicinity Map
NOT TO SCALE
Index of Drawings
GL Cover Sheet
Cl. Existing Conditions
C2. Layout - Plan View
C3. Sewer Profile
D1. Details
D2. Details
D3. Details
October, 2021
Revision
Date
Description

FEATURES AND
ABBREVIATIONS LEGEND:
o W/M= WATER METER
W/V= WATER VALVE
(DTMH= TELEPHONE MANHOLE
OJ.B.= JUNCTION BOX, (RECTANGLE ACCESS LID)
O J.B.= JUNCTION BOX, (ROUND ACCESS LID)
O DMH= DRAINAGE MANHOLE
D.I.= DROP INLET
C.I.= CURB INLET
ZO.T.I.= OPEN THROAT INLET
O SMH= SANITARY MANHOLE
o MN SEWER CLEAN OUT
• OW GAS VALVE
®G/M= GAS METER
® HVAC= HEATING AND AIR SYSTEM OUTDOOR COMPRESSOR UNIT
AELEC.PED= ELECTRIC PEDESTAL
E/M= ELECTRIC METER
• U.P.L. = UTILITY POLE WITH STREET LIGHT
• U.P.E&T = UTILITY POLE, (ELECTRIC AND TELEPHONE)
*LP = LAMP POST
® PARKING BOLLARD
SIGN
�GYE WIRE ANCHOR
Q SHRUB/BUSH
DECIDUOUS TREE
*CONIFEROUS TREE
CMP= CORRUGATED METAL PIPE
CPP= CORRUGATED PLASTIC PIPE
RCP= REINFORCED CONCRETE PIPE
DI= DUCTILE IRON PIPE
VCP= VITRIFIED CLAY PIPE
PVC= POLYVINYL CHLORIDE PIPE
INV= INVERT, (PIPE FLOWLINE ELEVATION)
J.B.= JUNCTION BOX
FOC = FIBER OPTIC CABLE
INV= INVERT (BOTTOM) ELEVATION
CONC= CONCRETE SURFACE
ASPH= ASPHALT SURFACE
GRAV= GRAVEL SURFACE
L/S= LANDSCAPED AREA
LINETYPE LEGEND:
— — — -- — — — — — TAX MAP DATA LINE, (NOT SURVEYED PROPERTY LINE)
w = W
S SANITARY SEWER LINE
WATERLINE
G GASLINE
= = __ = = _ = STORM CULVERT
— E
— T
110\ 1 JJ� ✓ �/ 7
1 f�i� I
)11 I �/ �1 �r /
/ i
/� Ill i� f`J 1 iz//
/
z (/r /l��/// (/ r1 / /
1 2 / / '//
"411-WIDE/A CH
CMP
TOP=1228.8
.M.H.
,'Political Area: Yancey Cd\unty
CID: 370261—
OVERHEAD ELECTRIC LINE
OVERHEAD TELEPHONE LINE
— FOC— FIBER OPTIC CABLE LINE
12"CMP
TOP=1236.0
( / /
( ‘\ SHRUB ( /
AZA EA
BSMT F.F.=
MYRTLE
4 1:: - -CC c. 1\f\\\ \\ \‘ - - \
1 ,z,_: _ ,_ , _____ ---_ -, ...._._...,-
i N ,_ \\ \O '4\---)) `--\
1 > Ni \ \ 2 ) \ ___------_----„,__.--__.___ _ ---_\-_▪ ,N:,,\
\ ( \ r
\ I \ ( \ '',,\ _.,___;,i---------_-_-__: — --j _- 7,., o \\-,+ \
7
F/H
W/V
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MARION KINGDOM HALL OF
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079200995769
STEVENS JOHN D
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SECOND LOT
7.246.
079200995769
STEVENS JOHN D
Deed Book/Page 01187/0791
079300907120
LOFTIS ELIZABETH (LI
Deed Book/Page 0112
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079200997868
MCKINNEY-JERRY C (LIFE EST)
Deed Book/Page 01219/0282
Project
Loca on
SITE
'1S 3OIN2:I38
MARION
Vicinity Map
NOT TO SCALE
DEVELOPMENT DATA BLOCK
_ OWNER/DEVELOPER:
CITY OF MARION
CONTACT:
BRANT SIKES
PI-IONE:
828 652-4224
ADDRESS:
P.O. BOX 700, MARION, NC 28752
_ PHYSICAL ADDRESS:
FIANKINS ROAD
MARION, NC
ZONING DISTRICT:
C2, R2
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NC GRID NORTH
20'
40'
60'
GRAPHIC SCALE 1”=20'
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THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE
PROPERTY OF DAVIS CIVILSOLUTIONS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. THIS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
PROVIDED TO ANY OTHER PARTY, OR
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS
CIVILSOLUTIONS, P.A.
COPYRIGHT 2020
DAMS CIVILSOLUTIONS, P.A.
ALL RIGHTS RESERVED
t°5.0:7,, , , t,,‘,‘,.. ;_. . .
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MARION, NORTH CAROLINA
cv
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•
Existing Conditions
Sheet
Cl

FEATURES AND
ABBREVIATIONS LEGEND:
O W/M= WATER METER
W/V= WATER VALVE
TMH= TELEPHONE MANHOLE
CDJ.B.= JUNCTION BOX, (RECTANGLE ACCESS LID)
O J.B.= JUNCTION BOX, (ROUND ACCESS LID)
O DMH= DRAINAGE MANHOLE
D.I.= DROP INLET
C.I.= CURB INLET
Z O.T.1.= OPEN THROAT INLET
O SMH= SANITARY MANHOLE
o CDCYA SEWER CLEAN OUT
A CP/602 GAS VALVE
G/M= GAS METER
HVAC= HEATING AND AIR SYSTEM OUTDOOR COMPRESSOR
AELEC.PED= ELECTRIC PEDESTAL
E/M= ELECTRIC METER
• U.P.L. = UTILITY POLE WITH STREET LIGHT
• U.P.E&T = UTILITY POLE, (ELECTRIC AND TELEPHONE)
*LP = LAMP POST
G PARKING BOLLARD
SIGN
GYE WIRE ANCHOR
© SHRUB/BUSH
DECIDUOUS TREE
*CONIFEROUS TREE
CMP= CORRUGATED METAL PIPE
CPP= CORRUGATED PLASTIC PIPE
RCP= REINFORCED CONCRETE PIPE
DI= DUCTILE IRON PIPE
VCP= VITRIFIED CLAY PIPE
PVC= POLYVINYL CHLORIDE PIPE
INV= INVERT, (PIPE FLOWLINE ELEVATION)
J.B.= JUNCTION BOX
FOC = FIBER OPTIC CABLE
INV= INVERT (BOTTOM) ELEVATION
CONC= CONCRETE SURFACE
ASPH= ASPHALT SURFACE
GRAV= GRAVEL SURFACE
L/S= LANDSCAPED AREA
STA. 10+58.00±
CONCRETE PIER
UNIT
LINETYPE LEGEND:
c =
TAX MAP DATA LINE, (NOT SURVEYED PROPERTY LINE)
— — — — S SANITARY SEWER LINE
W w w — WATERLINE
— — — — G— GASLINE
STORM CULVERT
E OVERHEAD ELECTRIC LINE
T OVERHEAD TELEPHONE LINE
— _ — — — FOC— FIBER OPTIC CABLE LINE
MANHOLE #3
STA. 11+32.19
TOP ELEV.= 1235.09
INV.IN ELEV.= 1230.09
INV. OUT ELEV.= 1229.89
>C �15(/
l ( ��
\ \�� /�� ll ) y'JHI Cti X
\ / 7111VIDF/A
CMP d)
/ //
///r
STA. 10+40.00±
CONCRETE PIER
S 49°-06'-56"
69.59' 9
(
/
I
ANGLE TO BE 90°
OR GREATER
CMP
TOP=1228.8
INV=1221.6
APROXIMATE
OF EXISTING
•
LOCATION
SEWERLINF
oi
12"CMP
INV=1235.00
TOP=1236.0
CREPE
MYRTLE
CREPE
TLE
SHRUB (
INV=1 .0
TOP 23
AZA\ EA
BSMT F.F.=
\ Deed Book/Page 01187/0791
F/H
ELEC.
CABINET
TELE. PED
ER
\ WELL
STEVENS JOHN D
WATER
ETER
• DOGWOOD
SHRUB \
SHRUJi
SHRUB
IN V.=1244.30
43.69
.=1244.7
MANHOLE #4
STA. 12+64.64
TOP ELEV.= 1242.37
INV. OUT ELEV.= 1234.37
SHADED AREA REPRESENTS
20' SEWERLINE EASEMENT
; WATERTIGHT MANHOLE W/LOCKING COVER
/ (INSTALL FLUSH WITH SURROUNDING GRADE)
CMH?)
\\ INV. OUT ELEV.= 1224.74
0' ± LONG SPAN PIPE
NOTE: CONTRACTOR SHALL VERIFY INVERT
-\yN\'„ ELEVATIONS PRIOR TO INSTALLATION
TOP ELEV.= 1232.00
INV.IN ELEV.= 1223.70
INV. OUT ELEV.= 1223.50
Flood Zorle:
) V1---'-‘:1---c_-_-:-------,---- \-__ __-_-_- ._,----- —_,L-_-_-/----,
CID: 370261-
Panel Effectivi Date: 6/2/200J
079200994724
MARION KINGDOM HALL OF
Deed Book/Page 00587/0181
WEL
FIRST LOT
079200995769
STEVENS JOHN D
Deed Book/Page 01187/0791
M 4) \ \
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PROPANE
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-- -1- '--'/ // /7 ,/ X '-/ / 7 y
\‘\\:6\ \ \\ \\
DWELLING
Deaf lkook/PagaCQ964/0821
SECOND LOT
079200995769
STEVENS JOHN D
Deed Book/Page 01187/0791
0793009C
37111_0793C
Deed Book/Page
N.
079200997868
MCKINNEY JERRY C (LIFE EST)
Deed Book/Page 01219/0282
\ED
Project
Loca on
SITE
'1S 3OIN838
MARION
Vicinity Map
NOT TO CCALF
DEVELOPMENT DATA BLOCK
CONTACT:
BRANT SIKES
_ PHYSICAL ADDRESS:
HANKINS, ROAD
MARION, NC
ZONING DISTRICT:
C2,122
1.6
NC GRID NORTH
20'
40'
GRAPHIC SCALE l''=20'
SEWER LEGEND
60'
EXISTING SEWER LINE
PROPOSE SEWER LINE
EXISTING SEWER EASEMENT
PROPOSED SEWER EASEMENT
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
SEWER SERVICE AND CLEANOUT
FLOW DIRECTION
cr
0
cn
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ttl
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4.1
• •
THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE
PROPERTY OF DAVIS CIVILSOLUTIONS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. THIS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
PROVIDED TO ANY OTHER PARTY, OR
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS
CI \ILSOLUllONS, P.A.
COPYRIGHT 2020
DAMS CIVILSOLUTIONS, P.A.
ALL RIGHTS RESERVED
5.4
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cuci)
(f)
MARION, NORTH CAROLINA
71,
0
CU
Sewerline Plan View
Sheet
C2

LONG SPAN PIPE
Flood Zone:
(Zone X) Minimal Flood Risk Information
Flood Source: Flood model is not available
for this area.
Base Flood Elevation: N/A
County: Yancey
Political Area: Yancey County
CID: 370261
Panel: 0811
Map Number: 3710081100J
Panel Effective Date: 6/2/2009
NOTE: PIPE CROWNS MUST BE MATCHED FOR THE EXISTING
INTERCEPTOR LINE AND THE NEW 8" CONNECTION
AT MANHOLE 1.
SCALE: H ORI Z. 1 "= 20'
VERT. 1'= 5'
11+00
11+20
0)
0o
11,i 11+60
11+80
Scale — Hor. 1"=20'
T1N = marioneewer
Alignment Filename
12- .00
Vert. 1"=5'
= marioneewer
W/LO «
SURRO
mN
N
M�
0)
• in
N
1
N
r
II.
II J
1240.00
MANHOL
JSH WITH
rn
� �
�+
z
ELEV.= 1229.94
SIN ELEV.= 1224.E
II
j
�
w
D
O
\THOLE #,
k. 11+32
II
i?
Jw�
_1
�—
w
11 �
D
35.00
ERTIGHT
TALL FLl
Q�
Mv)i_ZZ
>
{
1230.00
erllne
Q ?
z
z
. ie�•�-
.-.�.-.�:!:❖'-!•--'•..
--.�-•z�l�'•'-'-"'
..�►.•❖!•.••••-
8„ SOR
128.45
@ 3.33%
....-.-.•�►:❖_•.v-
122 .. 0
-v.-60
•
..-❖--
1220.00
1215.00
o
w
w
ELEVATED CROSSING W/
CONCRETE PIERS (2 EACH)
SEE DETAILS SHEET D3
SYMBOLS LEGEND
PROPOSED SEWER LINE
CONCRETE PIER
SEE SHEET C4 FOR SEWER PLAN VIEW.
SUBJECT PARCEL IS OUTSIDE THE 100 YEAR FLOOD PLAIN
SLOPES ARE CALCULATED USING DISTANCES FROM INSIDE
EDGES OF MANHOLES.

Davis CivilSolutions, PA
Site/Infrastructure Engineering/Planning
\ 135-A Charlotte Highway. Asheville, North Carolina 28803
\\\\\\\\\ 828.299.9449 PH • www.daviscivilsolutions.com
GENERAL
CONSTRUCTION
NOTES
GENERAL
CONSTRUCTION
NOTES
CONT'D.
GENERAL
CONSTRUCTION
NOTES
CONT'D.
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 BF CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENEE OOIL CONDITIONED
WITH A SHEEP'S ROLLER TO A COMPACTIONT
DEUAL TOR GREATER THAN 9 AND% 1 OM IN THE TOP 2' FOOTSUB GRADE BELOW ROADWAYS,
(
PARKING LOTS, AND SLABS) 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. COPIES OF COMPACTION
REPORTS SHALL BE PROVIDED TO THE LOCAL REGULATORY AGENCY, WHERE REQUIRED.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED AND 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 BY THE
CONTRACTOR AT HIS EXPENSE. EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE COMPLETION
OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO
CLEARING AND GRUBBING UNLESS OTHERWISE SPECIFIED. 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 ADDITIONAL COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE
ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST.
THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED
IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER.
EROSION CONTROL IS FIELD PERFORMANCE BASED AND ADDITIONAL SILT FENCE, TEMPORARY SEDIMENT
BASINS AND OTHER MEASURES MAY NEED TO BE INSTALLED IN ADDITION TO THE APPROVED PLAN AS
NECESSARY. MEASURES INDICATED ON THE DRAWINGS CAN AND SHOULD BE ADJUSTED TO ASSURE
MAXIMUM PROTECTION OF THE SITE.
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 SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS WITH THE PRIOR APPROVAL
OF THE ENGINEER OR SHALL BE 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 SPECIFIC 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 WHERE
ALLOWED BY LOCAL CODES. WHEN BURNING IS ANTICIPATED THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC
LOCATION OF BURNING AND SHALL PROVIDE COPIES OF SECURED PERMITS. AFTER BURNING
IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT UPON THE
APPROVAL OF THE ENGINEER. 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 AND AS APPROVED BY PERMITTING FROM THE REGULATORY AGENCIES.
ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OR ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
THEAT ALL TIMES CONTRACTORFOSHALLPROPCONTROLY OWNERS ALL WITHIN THEY 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 ±4"-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 "HYDRA -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER. ALL FILL AND CUT SLOPES 2:1 HORIZONTAL TO VERTICAL, OR
STEEPER, SHALL BE COVERED, AFTER SEEDING, WITH EROSION CONTROL MATTING CONSISTING OF
BIODEGRADABLE STRAW WITH NATURAL FIBER OR BIODEGRADABLE NETTING, APPROVED BY THE ENGINEER.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
AASHTO M-36, WITH PREROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR
PLAIN PIPE OR 1032-4 A FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT
O
BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE), CORRUGATED
EXTERIOR, SMOOTH WALL INTERIOR, WITH SOIL TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP
TO MIN. 6" OVER THE TOP OF THE PIPE, 12" ON EACH SIDE OF THE PIPE, AND 8" BENEATH THE PIPE.
HDPE PIPE USED FOR STORM DRAINAGE: DETENTION SYSTEMS SHALL BE "HANCOR BLUE SEAL" OR APPROVED
EQUAL, WITH WATER TIGHT JOINTS.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE DUAL WALL HIGH DENSITY POLYPROPYLENE (HDPP),
CORRUGATED EXTERIOR, SMOOTH WALE INTERIOR, WITH GASKETED JOINTS, BACKFILLED WITH 57 WASHED
STONE UP TO THE LINE OF THE WITH 12" STONE ON SIDE THE PIPE, AND 8" BENEATH
THEO PIPE. PIPES OF A SPRINGDIAMENER OF 30" PIPE,OGREATER SHALL BE EACHAE WALL, OFCTHE PIPE,D STRUCTURALN8"BENCORE,
SMOOTH EXTERIOR, WITH DOUBLE GASKETED JOINTS.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH PREROLLED ENDS AND SHALL BE JOINED WITH
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
SHALL BE 12 GAUGE.
11. CONTRACTOR SHALL VERIFY THE APPROPRIATENESS OF ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES
AND THAT THOSE ELEVATIONS CONTRIBUTE TO THE PROPER INTENDED PERFORMANCE OF THE INSTALLED FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES(LATEST EDITION ARTICLES 840-1 THROUGH 840-3.
)
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF THE APPROPRIATE SECTION OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE. ALL STORM DRAIN
BOXES AND MANHOLES OVER 4' IN DEPTH SHALL HAVE STEPS DIRECTLY BENEATH THE OPENING.
16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS
WHERE APPROVED BY THE ENGINEER.
17. CONTRACTOR SHALL PROVIDE THE OWNER AND THE LOCAL REGULATORY AGENCY WITH PROOF OF ACTIVE
GRADING PERMITS FOR ANY BORROW OR WASTE SITES TO BE USED, PRIOR TO CONSTRUCTION.
18. THE CONTRACTOR SHALL ASSUME MAINTENANCE OF ALL EROSION CONTROL FACILITIES LEFT ON SITE BY
PREVIOUS CONTRACTORS IN THE CASE OF PHASED PROJECTS WHEN SPECIFIED BY THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL MAINTAIN, ADD TO AND/OR ADJUST ALL FACILITIES TO ASSURE MAXIMUM PROTECTION
OF THE SITE.
19. SEED AND MULCH DENUDED AREA WITHIN 14 DAYS ON DISTURBED FLAT AREAS AND 7 DAYS ON ALL PERIMETER
DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL.
GROUND COVER SHALL BE REQUIRED AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 (OR 7) CALENDAR
DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
20. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION.
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO
CONSTRUCTION.
21. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS
COORDINATED WITH RESPECTIVE UTILITY.
22. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE
THE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS.
23. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE
PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
24. DO NOT SCALE THESE DRAWINGS AS THEY ARE REPRODUCTIONS AND SUBJECT TO DISTORTION.
25. THE CONTRACTOR SHALL VERIFY ALL LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION
OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM
ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NC "ONE CALL" AT [phone] FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
26. THE CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF
THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
27. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY
DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
28. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION
SHALL BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES.
29. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS.
30. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
THE REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL
HARMLESS OF ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
r
ON THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN
PROFESSIONAL.
31. ALL RECOMMENDATIONS/REQUIREMENTS OUTLINED IN THE SOILS REPORT AND ADDENDUMS TO THE SOILS REPORT
CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE EARTHWORK AND RELATED
SPECIFICATIONS FOR THIS PROJECT.
32. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED, AN APPROVED GRADING PERMIT MUST BE SECURED FOR THE
BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITY.
33. UNLESS A PERMIT FROM NCDEQ - DIVISION OF WASTE MANAGEMENT TO OPERATE A LANDFILL IS ON FILE
FOR THE OFFICIAL SITE, ACCEPTABLE FILL MATERIAL SHALL BE FREE OF ORGANIC OR OTHER DEGRADABLE
MATERIALS, MASONRY, CONCRETE AND BRICK IN SIZES EXCEEDING 12 INCHES, AND ANY MATERIALS WHICH
WOULD CAUSE THE SITE TO BE REGULATED AS A LANDFILL BY THE STATE OF NORTH CAROLINA.
34. ALL CONSTRUCTED SEVERE CLOPES GREATER THAT 2:1 AND GREATER THAT FIVE (5) FEET IN HEIGHT,
AN INSPECTION AND A STABILITY CERTIFICATE ARE REQUIRED BY A NORTH CAROLINA REGISTERED PROFESSIONAL
ENGINEER WITH GEOTECHNICAL EXPERTISE SUFFICIENT TO PERFORM THE INSPECTION AND STABILITY ANALYSIS.
FOR ALL CONSTRUCTED SEVERE SLOPES WITHIN PROPOSED OR EXISTING PUBLIC RIGHTS -OF -WAY, PERIODIC
INSPECTIONS AND COMPACTION REPORTS ARE REQUIRED BY A NORTH CAROLINA REGISTERED PROFESSIONAL
ENGINEER WITH GEOTECHNICAL EXPERTISE.
THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
PROPERTY OF DAVISRICi LSOUunQNS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. THIS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
TOR
PROVIDED AN ANY OTHER THAN H
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED UIED F
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS
cMLSOLUTIONS, P.A.
COPYRIGHT 2020
P.A.
DAVIS RIGHTS
ALL RIGHrs RESERVED
°
9 ;
.SEAL
12296
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Extension For
is Road
NOTE-1
NOTE-2
NOTE-2A
GENERAL
NOTES
FOR
SEWER
SEEDING
NOTES
SEEDING
NOTES
(CITY
OF
MARION)
PERMANENT SEEDING
TEMPORARY SEEDING FOR FALL
LAWN SEEDING MIXTURE
SLOPE SEEDING MIXTURE
1. SEWER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH
CAROLINA NATURAL RESOURCES
SPECIES RATE (LB/ACRE)
SPECIES RATE (LB/ACRE)
SEEDING MIXTURE
DEPARTMENT OF THE ENVIRONMENT, HEALTH AND (NCDENR),
AND THE CITY OF MARION, THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES BY
REPRESENTATIVES OF NCDENR, THE CITY OF MARION, THE OWNER, AND THE ENGINEER.
THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE SEWER
SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY NCDENR.
2. CONTRACTOR SHALL VERIFY THE FOR ALL UTILITIES, DRAINAGE AND
KENTUCKY BLUEGRASS (20%) 260 LBS.
REBEL FESCUE (80%)
SEEDING DATES
VALDA HARD FESCUE 20 LBS.
ASTRO TALL FESCUE 8 LBS.
PENLAWN RED FESCUE 25 LBS.
PERENNIAL RYE 25 LBS.
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 260 LBS.
SEEDING DATES
EXACT LOCATION AND ELEVATION
OTHER UNDERGROUND FACILITIES, BOTH EXISTING AND PROPOSED, AND SHALL NOTIFY THE ENGINEER
OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION.
MOUNTAINS MARCH 15 - MAY 15
AUGUST 15 - OCTOBER 15
KEN-BLU KENTUCKY BLUEGRASS 1.5 LBS.
SEEDING DATES
MOUNTAINS AUGUST 15 -DECEMBER 15
PIEDMONT AUGUST 15 - DECEMBER 15
3. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FT. OF A CROSSING IF:
A. THE SEWER LINE CROSSES OVER WATER, OR
SOIL AMENDMENTS
MOUNTAINS MARCH 15 - MAY 15
COASTAL PLAIN AUGUST 15 - DECEMBER 30
B. THE VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
AUGUST 15 - OCTOBER 15
SOIL AMENDMENTS
MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID
IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18 INCHES ABOVE THE
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
750 LB/ACRE 10-10-10 FERTILIZER.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
TOP OF SEWER, OR USE FERROUS MATERIAL FOR BOTH WATER AND SEWER.
MULCH
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
4. MAINTAIN 12 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND SANITARY SEWER, OR
INSTALL FERROUS MATERIAL ON THE SANITARY SEWER WITHIN 10 FEET EACH SIDE OF CROSSING.
5. COORDINATE EXACT LOCATIONS OF SERVICE LINES WITH THE DETAILED ARCHITECTURAL,
PLUMBING, AND LANDSCAPING PLANS.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
400 LB/ACRE 18-46-50 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
6. MATERIALS AND INSTALLATION FOR SEWER LINES SHALL CONFORM TO AND BE SUPERSEDED
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
MAINTENANCE
BY THE CITY OF MARION STANDARD SPECIFICATIONS AND CURRENT DESIGN GUIDELINES, UNDER
MAINTENANCE
TACKING WITH ASPHALT.
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE
THE INSPECTION OF THE CITY OF MARION AND BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
RE IF GROWTH IN NOT FULLY ADEQUATE,
MAINTENANCE
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
7. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS
SHALL BE MADE IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE
AGENCIES AT THE CONTRACTORS EXPENSE.
-FERTILIZE
RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
RE -FERTILIZE IF GROWTH IN NOT FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
15, OVERSEED WITH 50 LB/ACRE SWITCHGRASS (PANICUM VIRGATUM) IN LATE FEBRUARY
OR EARLY MARCH.
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8. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITY AGENCY PRIOR TO PERFORMING
TEMPORARY SEEDING FO- WINTER & EARLY SPRING
ANY WORK.
TEMPORARY SEEDING FOR SUMMER
9. TYPICAL EASEMENTS FOR SANITARY SEWER LINES LOCATED OUTSIDE ESTABLISHED
UTILITY EASEMENTS OR PUBLIC ROAD RIGHT-OF-WAYS SHALL BE 20' WIDE AND
SEEDING MIXTURE
SEEDING MIXTURE.Z
LOCATION IN EASEMENT PER SKETCH.
10. CONCRETE KEYS ARE REQUIRED FOR ALL SEGMENTS OF SEWER WHERE THE
GRADE EXCEEDS 20%. KEY SPACING SHALL NOT EXCEED 36' OR AS INDICATED ON DRAWING.
11. MANHOLE STEPS ARE TO ALIGN OVER INVERT OUT.
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40 LBS.
SEEDING DATES
SPECIES RATE (LB/ACRE)
RYE 120 LBS.
(GRAIN) )
SWITCHGRASS (PANICUM VIRGATUM) 50 LBS.
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12. CONTRACTOR SHALL INSTALL PLUG IN UPSTREAM OPENING OF PIPE DURING
CONSTRUCTION WHENEVER THERE IS INACTIVITY.
MOUNTAINS MAY 15 - AUGUST 15
PIEDMONT MAY 1 - AUGUST 15
COASTAL PLAIN APRIL 15 - AUGUST 15
SEEDING DATES
13. ALL MANHOLES WITH A RECEIVING GRADE OF 15% OR GREATER SHALL BE HIGH VELOCITY
MANHOLES WITH FULL DEPTH INVERTS AND 1' OF FALL ACROSS INVERTS.
SOIL AMENDMENTS
MOUNTAINS (ABOVE 2,500') FEBRUARY 15 - MAY 15
MOUNTAINS (BELOW 2,500') FEBRUARY 1 - MAY 1
14. CONTRACTOR IS RESPONSIBLE TO LOCATE ALL SEWER SERVICES AND TO RECONNECT TO
NEW LINE WHILE MAINTAINING SEWER SERVICE.
15. EXISTING SEWER LINE IN USE MUST BE PLUGGED AND ABANDONED PER THE VILLAGE OF FLAT ROCK
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
PIEDMONT JANUARY 1 - MAY 1
COASTAL PLAIN DECEMBER 1 - APRIL 15
SOIL AMENDMENTS
STANDARDS THROUGHOUT THE PROJECT LIMITS.
MULCH
16. RIGHTS -OF -WAY FOR SEWER LINES SHALL BE CLEARED AND REMAIN CLEAR OF TREE PLANTINGS
AND PERMANENT TYPE STRUCTURES.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
MAINTENANCE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
RE -FERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RE -SEED, RE -FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
-20' PERMANENT EASEMENT
RE -FERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RE -SEED, RE -FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
Sheet
D110',.._
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NOTE-30
NOTE-15
NOTE-14

#57 WASHED STONE
4" PLUG
CAST IRON WITH "SEWER" CAST IN TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
PLUG ALONE PER OWNER PREFERENCE
1:
18" SQUARE
CONCRETE PAD
CAST IRON SERVICE BOX
irk
THREADED PVC
COUNTERSUNK PLUG
45' BEND
"x4" WYE
CLEANOUT DETAIL
4" SEWER LINE
LITYOF MARION STANDARD DETAIL - SI
RUBBER BOOT
W/ S.S. CLAMP
A
--O" N.
SMOOTH FLOW
INVERT 2/3
PIPE DIAMETER
SECTION A -A
CONSTRUCT SMOOTH
FLOW INVERT
PRECAST
SECTION
A
LIBBER BOOT
W/ S.S. CLAMP
ALL PIPES SET SO THAT CENTERUNE OF
PIPE IS RADIAL TO MANHOLE CENTER.
1/2" MIN.
HORIZONTAL AND VERTICAL LOCATION FOR MANHOLE
AS SHOWN ON PLANS IS FOR CENTERLINE OF MANHOLE
AND ALL INTERSECTING PIPES.
PLAN
FLOW
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
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20' MAX. (U.0.N,)
2' MAX.
18"x18"x4" CONC. PAD
COUNTERSUNK PVC PLUG
IN -LINE WYE MATCHING
MAIN UNE MATERIAL
SEE NOTE 1.
BEND
4" PVC
SANITARY WYE
LATERAL MIN. GRADE 2%
4" SCH. 40 PVC OR D.I.P.
,�
dal{`r`'.,�''";s . . .
•
1" MIN.
UNDISTURBED EARTH
PROVIDE STONE BEDDING
UNDER WYE AND BEND
w
CONNECT TO EXISTING SEWER
SERVICE WITH TRANSITION
COUPLING OR INSTALL PLUG
FOR FUTURE SERVICE.
WHEN REQUIRED BACKFLOW
VALVES SHALL BE INSTALLED ON
PORTION OF LATERAL TO BE
MAINTAINED BY PROPERTY OWNER.
BARREL OF PIPE SHALL REST
ON UNDISTURBED SOIL
FULL LENGTH OF SERVICE TRENCH SHALL
BE COMPACTED IN 6" LIFTS
SANITARY SEWER SERVICE
NOT TO SCALE
NOTE:
1. TAPPING SADDLES ARE APPROVED FOR
CONNECTIONS TO EXISTING SEWER LINES ONLY
Sd21S 31OHNVIN
A —
PLAN
ELEVATION'
3/4"
SIDE ELEVATION
POLYPROPYLENE
PLASM
#4 DEFORMED
STEEL ROO
SECTION A —A
MANHOLE STEPS
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 TOWN WITH
DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL
FROM THE TOWN FOR THE USE OF SAID STEPS.
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2'-10' DIA.
STEPS FULL DEPTH OF
MANHOLE TO BE INST
IN VERTICAL AUGNMENT
ON STRAIGHT SIDE OF
MANHOLE. (USE STANDARD
SItJ'S AS SHOWN
THIS SHEET.)
STANDARD OR WATERTIGHT MANHOLE
FRAME AND COVER W/ GASKET AND
STAINLESS STEEL BOLTS AS SHOWNON DRAWINGS
NON -SHRINK GROUT WITHIN I" OF TOP
ONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
PLASTER INS/DE AND OUTSIDE OF BRICK RISERS
MINIMUM 1/2" THICK
CGENTRIC CONE SECTION MAY VARY IN
VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL BE 2.-8" MIN. AND 4' -0" MAX
Ut TING HCu F'S SHALL BE FILLED AND
PLASTERED ON BOTH EXTERIOR AND
INTERIOR WALLS WITH btORTAR.
4'-O" VERTICAL PRECAST iAANHOLE COMPONENTS
MAY VARY IN VERTICAL HEIGHT WTH SUPPLIER
BUT SHALL BE 1'--4" MIN. AND 4'-O" MAX.
Alt JOINTS BETWEEN PRECAST SECTIONS
SHALL BE SEALED WITH AN APPROVED
BITUMINOUS SEALANT OR GASKET AND
MORTARED WITH BOTH EXTERIOR AND
INTERIOR JOINTS PLASTERED WTH MORTAR,
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
PIPES, FORM TO MATCH 2/3 DIAMETER OF
OUTLET PIPE, SEE INVERT DETAIL
WATERTIGHT SEAL VITTH APPROVED MATERIAL
RUBBER 800T
MANHOLE BASE SHALL BE PRECAST.
BASE FOUNDATION TO BE CONSTRUCTED LEVEL
WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPEgFICATIONS
ELEVATION VIEW
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.
IDRECASET CONCRETE MANHOLE
CITY OF MARION STANDARD DETAIL - S7
HALF PLAN OF MANHOLE
RING & COVER
SECTION A -A
MANHOLE COVER
SECTION A -A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
MANHOLE RING AND COVER
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CO
THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE
PROPERTY OF DAVIS CIVILSOLUTIONS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. TNiS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
PROVIDED TO ANY OTHER PARTY, OR
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS
CIVILSOLUTIONS, P.A.
COPYRIGHT 2020
DAVIS CIVILSOLUTIONS, P.A.
ALL RIGHTS RESERVED
MARION, NORTH CAROLINA
Scale: NTS
0
CITY OF MARION__
STANDARD DETAIL - S8
CITY OF MARION
STANDARD DETAIL - S1 O
Sheet
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CONCRETE
{C)
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SECTION "C -
SEE DETAIL FOR
STANDARD MANHOLE
EXISTING PIPE
SAW CUT TO
SPRINGLINE
12"
SECTION "B_
NOTES
1. MIS DETAIL MUST BE USED FOR CONSTRUCTION
OF ALL MANHOLES OVER E)6ST1NC SEWER MAINS.
2 LATERALS 6" AND LARK SHALL BE
CONNECTED AT MANHOLES ONLY.
3. FLOW SHALL BE MAIN -NNW DURING
CONSTRUCDON.
4. MANHOLE SASE SHALL BE CAST IN PLACE,
SEE DETAIL FOR
STANDARD MAN
FLEXEBLE MANHOLE 800T
OR ENTRANCE JOINT
NEW SEWER
LATERAL
— "U" SHAPED CHANNEL
MATCH INVERT TO
EXISTING PIPE SPRINGUNE
EXISTING PIPE
SAW CUT Al "-
SPRINGLIKE
UNEXCAVA
3000 L.B. CONCRETE
BASE FOUNDATION CONSTRUCTED LEVEL W11H EXISTING
MATERIAL OR WITH STONE AS REWIRED BY SPECIFICATIONS
SET RISER SECTION
INTO FOOTING PRIOR
TO FINAL CONCRETE
SET
SECTION "A - A"
CENTETAJNE OF
INLET PIPING IS
NOT AVOWED IN
EIMER QUADRANT
ADJOINING THE MANHOLE
OUTLET.
6x6-2x2 WOVEN OR
MELDED WERE MESH
PIPE- EMBEDMENT MATERIAL
MECHANICALLY TAMPED
MANHOLE
STEPS
SEWER
PIPE
SECTIONAL PLAN
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" U
7,1
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m
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0
m
m
vicen2 MAX
\''\ \w
rad
UNDISTURBED -
EARTH
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTURBED
EARTH
DUCTILE IRON GRAVITY SEWER
/ "%:/ //,> /i
6"
OVERCUT EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" UFTS
SPRING UNE OF PIPE
CLASS I
EMBEDMENT
12'MAX`:\
01-r# - �K
► 6" MIN /\<
51.4414141.
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41
UNDISTURBED
EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
TYPICAL TRENCH DETAILS - 1 OF 2
3'-0"
CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP)
PIPE O.D. +12"
3'-0"
2"
TYP.
(`--}
3-#9 O
EACH FACE
.
;
.
1 "
PIER FOOTING
PIER
STRAP AND ANCHORS
(SEE DETAIL)
3/4" CHAMFER ON ALL
EXPOSED EDGES (TYPICAL)
#6 0 7"
EACH FACE
STD. 90
HOOK TYP.
#5 0 9", LAP
1'-6" EACH END
#8 0 12", LAP
1'-6" EACH END
CLEAN ROCK OR CONCRETE SURFACE
CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP)
#5 DOWELS 0 1'-0"
ALL AROUND PERIMETER
OF FOOTING
SET DOWELS IN
3"0x2"-2" PRE DRILLED
HOLES IN ROCK. EXTEND DOWELS
18" MIN. INTO FOOTING AND ANCHOR
WITH EPDXY GROUT SYSTEM
PLAN
2'-6" DEEP CONCRETE PAD TO BE CONSTRUCTED
OF 3000 PSI CONCRETE IF BED ROCK NOT FOUND
STRAP AND ANCHORS
(SEE DETAIL)
DUCTILE IRON PIPE
NOTE: ALL REBAR DIMENSIONS ARE O.C.
CONCRETE PIER AND FOUNDATION DETAIL
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lo
FOR LARGE CONCRETE PIERS
NOT TO SCALE
z
SWR-6
SPAN
>1'-6" to <4'-0"
P
•
A •
•
8 • e.
"LOK FAST" JOINT OR EQUAL
DUCTILE IRON PIPE
i - PIER FOOTING
PIER CONCRETE PAD EXTENDS 1'
BEYOND PIER FOOTING (TYP)
•
O I
•
ITYP.
4
e
1'-O" 3'-0"
4
2' 4"
PLAN
DUCTILE IRON PIPE
3/4" CHAMFER ON ALL
EXPOSED EDGES (TYP)
PIER FOOTING
CLEAN ROCK OR CONCRETE SURFACE
CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP) \
11'-
1
4EDROCK
SURFACE
#5 DOWELS 0 1'-0" O.C. AROUND
FOOTING PERIMETER. SET DOWELS
IN 3"0 x 2'-2" PREDRILLED HOLES
IN ROCK. EXTEND DOWELS 14" INTO
PIER FOOTING AND ANCHOR 1MTH
EPDXY GROUT SYSTEM.
2' 0"
SECTION
STRAP (SEE DETAIL THIS SHEET)
STRAP & ANCHORS (SEE DETAIL THIS SHEET)
#5 11ES 0 9" O.C.
CONCRETE PIER
VARIES
's ® 9" O.C.
#6's 0 12" 0.C.E.W.
2'-6" DEEP CONCRETE PAD TO BE CONSTRUCTED
OF 3000 PSI CONCRETE IF BED ROCK NOT FOUND
NOTES:
1. CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF 3000
PSI WITHIN 28 DAYS AND SHALL BE AIR ENTRAINED.
2. ALL CONCRETE SHALL BE READY MIX CONCRETE MANUFACTURED
AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM
DESIGNATION C94.
3. SEE STRAP/ANCHOR DETAILS FOR ADDITIONAL INFORMATION.
TOP OF BANK
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38'6" MAXIMUM
APPROX. 2' (TYP)
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LONG SPAN
PIPE JOINT
-BELL AND SPIGOT JOINT
1 TYPICAL CONCRETE PIER.
DESIGN AND LOCATION PER PLANS.
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
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
TYPICAL ELEVATED CROSSING
NOT TO SCALE
SWR-9
4"
`1 /2»
1 /2"
f
2»
1/2 0.t. PIPE
3/4" DIA. BOLT
10"
3"-1
BOLT DIA. + 1/16"
3 —1
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
PIPE STRAP FOR PIERS
NOT TO SCALE
SWR-31
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THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE
PROPERTY OF DAVIS CIVILSOLU110NS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. THIS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
PROVIDED TO ANY OTHER PARTY, OR
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAVIS
CIVILSOLUTTONS, P.A.
COPYRIGHT 2020
DAVIS CIVILSOLUTTONS, P.A.
ALL RIGHTS RESERVED
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MARION, NORTH CAROLINA
CONCRETE PIER DETAIL
FOR SMALL CONCRETE PIERS
NOT TO SCALE
SWR-7
Sheet
D3