20130503 Ver 1_Site Plan_20130513

imUSGS
science for a changing world
79 °00'
36 °00'
39850
01111
55'
780 (
FI
35 °52'3
7u -uv
U.S. DEPARTMENT OF THE INTERIOR
U. S. GEOLOGICAL SURVEY
57'30"
The National Map
US Topo
55'
SOUTHWEST DURHAM (QUADRANGLE
NORTH CAROLINA
7.5- MINUTE SERIES
78 °52'30"
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000 -meter grid: Universal Transverse Mercator, Zone 17S
10 000 -foot ticks: North Carolina Coordinate System of 1983
Imagery ............................. ..........................NAIP, July 2008
Roads .........................
.....................©2006 -2010 Tele Aflas
Names ... ............................................................
GNIS, 2008
Hydrography .................National
Hydrography Dataset, 2008
Contours .... ........................National
Elevation Dataset, 2008
8° 43'
155 MILS
1' 13'
21 MILS
UTM GRID AND 2010 MAGNE714
DECLINATION AT CENTER OF
U.S. National Grid
100,000 -m Square ID
PV
Grid Zone Designation
17S
D/ - JU - DD" / U-DZ' Ju-
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with version 0.5.10 of the
draft USGS Standards for 7.5- Minute Quadrangle Maps.
A metadata file associated with this product is draft version 0.5. 11
ROAD CLASSIFICATION
Interstate Route State Route
RTH CARS uvA US Route Local Road
Ramp 4WD -- - - - - --
Interstate Route US Route State Route
(V IAnRANr1 F I nrA nnN
'Usborough
ADJOINING 7.5' QUADRANGLES
SOUTHWEST DURHAM, NC
2010
Northwest
N� t
Durham
Chapel
Southwest
Southeast
HIII
Durham
Durham
Green
Cary
Farrington
Level
ADJOINING 7.5' QUADRANGLES
SOUTHWEST DURHAM, NC
2010

MUSGS U.S. DEPARTMENT OF THE INTERIOR The National Map
r U. S. GEOLOGICAL SURVEY e
science for a changing world US TO p O
PV QV
78 152'30" 50' 47'30"
SOUTHEAST DURHAM QUADRANGLE
NORTH CAROLINA
7.5 -MINUTE SERIES
78 °45'
36 °00'
'86
/t3 "bL' SU'
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000 -meter grid: Universal Transverse Mercator, Zone 17S
10 000 -foot ticks: North Carolina Coordinate System of 1983
Imagery ............................. ..........................NAIP, July 2008
Roads ......................... .....................©2006 -2010 Tele Atlas
Names .......... ..................................................... GNIS, 2008
Hydrography .................National Hydrography Dataset, 2008
Contours ..... .......................National Elevation Dataset, 2008
i
MN.
8° 48"
756 MILS C N
1° 17'
23 MILS
1
UTM GRID AND 2010 MAGNETIC P
DECLINATION AT CENTER OF SI-
U.S. National Grid
100,000 -m Square ID
00
PV I OV
Grid Zone Designation
17S
bu,
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 a5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with version 0.5.10 of the
draft USGS Standards for 7.5- Minute Quadrangle Maps.
A metadata file associated with this product is draft version 0.5.11
4 /';IU" PV QV
RTH CARO11NA
nrrenwe nrrr a r nrennn�
Northwest
Creedmoor
Durham
tat
Southwest
Southeast
Durham
Durham
Bayleaf
Green
Cary
Raleigh
Level
West
ADJOINING 7.5' QUADRANGLES
'85
'84
10 000
EET
'83
'82
57'30"
'81
'80
'79
'78
M
'76
'75
'74
73o00"N
35 °52'30"
ROAD CLASSIFICATION
interstate Route State Route
US Route Local Road — —
Ramp 4WD -- - - - - --
Interstate Route US Route State Route
SOUTHEAST DURHAM, NC
2010

GENERAL NOTES:
1. ALL MATERIALS USED AND CONSTRUCTION METHODS EMPLOYED SHALL BE IN
ACCORDANCE WITH CITY OF DURHAM STANDARD SPECIFICATIONS AND DETAILS, -UNLESS
OTHERWISE SHOWN OR SPECIFIED.
2. DIG TEST PITS AT ALL EXISTING UTILITY CROSSINGS PRIOR TO INSTALLING ANY SANITARY
SEWER TO VERIFY EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ENSURE: NO
CONFLICT WITH NEW SEWER. ELEVATIONS SHOWN IN PROFILE FOR EXISTING UTILITIES
ARE APPROXIMATE.
3. WHERE SEWER SERVICES ARE SHOWN CONNECTING TO MANHOLES, FIELD COR&DRILL
MANHOLE TO ENSURE LATERALS ARE AT CORRECT VERTICAL ELEVATION AND
HORIZONTAL ALIGNMENT.
4. INFORMATION PRESENTED ON THESE DRAWINGS IS BASED ON A SURVEY PERFORMED BY
SEPI ENGINEERING AND CONSTRUCTION AND FINALIZED ON JULY 13, 2012.
5. LIMITS OF DISTURBANCE SHALL BE BOUNDED BY PERMANENT AND TEMPORARY
EASEMENTS UNLESS SHOWN OTHERWISE.
6. PROJECT LIMITS ARE NOT WITHIN A FLOODPLAIN.
7. ALL MANHOLES SHALL BE 4 FEET IN DIAMETER AND MADE OF PRECAST CONCREI =,
8. REFERENCE CONTRACT SPECIFICATIONS FOR COUPLING TYPE TO BE USED WHE�k.
CONNECTING NEW PIPE TO EXISTING PIPE.
9. ALL TREES W THE PERMANENT EASEMENT SHALL BE REMOVED UNLESS OTHERWI. -7E
NOTED.
10. TREES IN THE TEMPORARY EASEMENT CAN BE REMOVED AT THE CONTRACTOR'S
DISCRETION, UNLESS SHOWN OTHERWISE.
11. HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS SHOP DRAWING:: AND
EASEMENT RECORDS ON THE JOB SITE AT ALL TIMES.
12. MAINTAIN SEWER SERVICE FOR ALL ACTIVE LATERALS.
13. VERIFY BENCHMARKS BEFORE BEGINNING CONSTRUCTION ACTIVITIES.
14. PROVIDE AT LEAST 2 WEEKS NOTICE TO RESIDENTS AND PROPERTY OWNERS BEFORE
BEGINNING ANY WORK ON EACH PROPERTY.
15. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY OUTSTANDING PERMITS BEFORE
STARTING WORK.
16. WHERE EXISTING FENCE IS LOCATED WITHIN THE PERMANENT EASEMENT, THE F : :NCE
SHALL BE DISASSEMBLED AND REMOVED FROM THE EDGE OF EASEMENT TO ED( ;,E OF
EASEMENT WHEN CONSTRUCTION IS IN THE AREA. REMOVED FENCE SECTIONS SHALL BE
REINSTALLED DIRECTLY AFTER SANITARY SEWER TESTING ACCEPTANCE. IN INSTANCES
WHERE FENCES MUST BE DISTURBED AND NOT PERMANENTLY REINSTALLED ON 'HE
SAME DAY CONSULT WITH THE PROPERTY OWNER TO SEE IF THE INSTALLATION DF
TEMPORARY FENCING SHALL BE REQUIRED.
17. REFER TO SPECIFICATIONS FOR ADDITIONAL RESTORATION REQUIREMENTS.
18. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, PATIOS, CONCRETE SLABS, STORIU
SEWERS, AND UTILITY POLES TO EXISTING CONDITIONS OR BETTER.
19. VERTICAL DATUM BASED ON NGS "TURNKEY" NAVD 88.
20. HORIZONTAL CONTROL BASED ON NGS "TURNKEY" NAD83 (NSRS 2007).
21. ALL LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON ABOVE _ROUND
APPURTENANCES LOCATIONS AS WELL AS LOCATIONS PROVIDED BY NC ONE CAL,:.
UNDERGROUND STRUCTURES MAY VARY FROM LOCATIONS SHOWN. ADDITIONAL.!3URIED
UTILITIES /STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE C?.JRING
THE PROCESS OF THE SURVEY TO LOCATE BURIED UTILITES /STRUCTURES.
22. WATER (GIS) - DENOTES WATERLINE INFORMATION AS PROVIDED BY THE CITY O
DURHAM PUBLIC WORKS GIS DEPARTMENT. SUCH INFORMATION SHOWN IS
APPROXIMATE AND THE EXACT LOCATION IS UNDETERMINED.
23. PROPERTY INFORMATION, OWNERSHIP, AND RIGHT OF WAY WIDTHS SHOWN AS
PROVIDED BY THE CITY OF DURHAM TECHNOLOGY SOLUTIONS -GIS DEPARTMENT. SUCH
INFORMATION SHOWN IS APPROXIMATE. NO PROPERTY BOUNDARY SURVEYS WERE
CONDUCTED.
24. INSTALL EASEMENT ACCESS GATES ON ALL DISTURBED FENCES.
25. NO PRIVATE WELLS WERE IDENTIFIED OR FIELD LOCATED.
26. TRASH PILE SHOWN CONTAINS CONSTRUCTION DEBRIS, YARD DEBRIS AND SOME
HOUSEHOLD WASTES, ORIGINS UNKNOWN.
27. WHEN SANITARY SEWER MAINS ARE ABANDONED, 5- LINEAR FEET OF SANITARY SEWER
SHALL BE FILLED WITH CONCRETE.
28. CONTACT CITY OF DURHAM ENGINEERING INSPECTIONS AT 919 - 560 -4326 AT LEAI 48
HOURS PRIOR TO HAVING A PRECONSTRUCTION MEETING.
A FOR REGULATORY REVIEW DG I LAM I SRH 4 -13
Note: * indicates signatures on original issue of drawing or last revision of drawing iDrawn Job Project Date
No Revision g 9 g Manager Director
Plot Date: 2 April 2013 - 1:22 PM Plotted by: Lisa Mitchell Cad File No: G: \86 \14668 \CADD\Drawings \Gen \86 - 14668- G001.dwg
LIMITS OF IMPROVEMENTS
__R_ [A
8i 6 9
\I
VICINITY & SITE MAP
NOT TO SCALE
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GHD Consulting Services Inc
3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA
T 1 919 890 -0600 F 1919 890 -0601
E rdumail @ghd.com W www.ghd.com
NC Registration No. F -0802
Drawn IDG
DRG No.
86- 14668 -CO01
:• �••: 11.E
86- 14668 -CO03
Designer LAM
Drafting SRH Design SRH
Check Check
Approved
(Project Director)
Date APRIL 2013
DRAWING TITLE
COVER SHEET
X1:14 : _ ff rely,
HW = HARDWOOD
G = GUM
H = HICKORY
P = POPULAR
W = WILLOW
0 = OAK
PI = PINE
M = MAPLE
OR = ORNAMENTAL
C.I. = STORM SEWER CURB INLET
D.I. = STORM SEWER DROP INLET
SSMH = SANITARY SEWER MANHOLE
C.B. = STORM SEWER CATCH BASIN
INV. = SEWER INVERT
BLDG. = BUILDING
C.L. FENCE = CHAINLINK FENCE
WF = WETLAND FLAG
S.S.ESMT. = SANITARY SEWER EASEMENT
VCP = VITRIFIED CLAY PIPE
RCP = REINFORCED CONCRETE PIPE
PVC = POLYVINYL CHLORIDE PIPE
CPP = CORRUGATED PLASTIC PIPE
UTILITY LINE LEGEND
- - - -- - -- -- EX. UNDERGROUND GAS LINE
- - - - EX. OVERHEAD UTILITY LINES
EX. SANITARY SEWER LINE
EX. STORM SEWER LINE
Al .__- EX. WATER LINES
PROPOSED SANITARY SEWER LINE
- -- - -- - TOP OF BANK
- - .. D - -- - LIMIT OF DISTURBANCE
._...__... _ ____- _._.__. E(, OVERHEAD UTILITY LINES
- - - - - - - - EX. EASEMENT
- - - PROPOSED PERMANENT EASEMENT
- - - - - - - PROPOSED TEMP. CONSTRUCTION EASEMENT
SANITARY SEWER PLAN & PROFILE STATION 0 +00 -10 +00
SANITARY SEWER PLAN & PROFILE STATION 10 +00 -19 +50
MANHOLE DETAILS
MISCELLANEOUS DETAILS
EROSION, & SEDIMENTATION CONTROL NOTES & DETIALS
TRAFFIC CONTROL PLAN AND NOTES
r _
MAY 113
This Drawing shall not be used I Original Size ft68GO01
Scale AS SHOWN for Construction unless Signed Arch D Drawing No: 86=1 °
and Sealed For Construction
SYMBOL
LEGEND:
1
SURVEY BENCHMARK
WATER METER
PROPERTY CORNER/MONUMENT
WATER MANHOLE
IRON REBAR SET (5/8 ")
WATER SHUT -OFF
EX. IRON PIN
EX. IROWREBAR
WATER VALVE
. _ .I
STORM CATCH BASIN
WELL (WATER OR MONITORING
STORM MANHOLE
FIRE HYDRANT
0 .. v
DOWNSPOUT
STREET SIGN
CURB INLET
LANDSCAPE AREA
TELEPHONE MANHOLE
WOODS LINE
CATV BOX
DECIDUOUS TREE
ELECTRIC STRUCTURE
EVERGREEN TREE
UTILITY POLE
E
LIGHT POLE
BUSH
SANITARY STRUCTURE
CLEANOUT
BOLLARD /POST
REINFORCED CONCRETE PIPE
GAS STRUCTURE
BACK OF CURB
GAS VALVE
EDGE OF PAVEMENT
GAS SERVICE VALVE
IRRIGATION CONTROL VALVE
CATCH BASIN
- IRRIGATION CONTROL BOX
DROP INLET
SIDEWALK
FLARED END SECTION
SPOT ELEVATION
NOT TO SCALE
TOP OF BANK
BUILDING OUTLINE BASED
- - -
PROPERTY LINES
ON GIS DATA NOT FIELD
VERIFIED
TEXT REPRESENTING EXISTING CONDITIONS
BORING LOCATION
TEXT
TEXT REPRESENTING NEW CONDITIONS
WETLANDS
\I
VICINITY & SITE MAP
NOT TO SCALE
® ® ®® MS�kAypppm p //Q 4A'O �� ®®
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GHD Consulting Services Inc
3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA
T 1 919 890 -0600 F 1919 890 -0601
E rdumail @ghd.com W www.ghd.com
NC Registration No. F -0802
Drawn IDG
DRG No.
86- 14668 -CO01
:• �••: 11.E
86- 14668 -CO03
Designer LAM
Drafting SRH Design SRH
Check Check
Approved
(Project Director)
Date APRIL 2013
DRAWING TITLE
COVER SHEET
X1:14 : _ ff rely,
HW = HARDWOOD
G = GUM
H = HICKORY
P = POPULAR
W = WILLOW
0 = OAK
PI = PINE
M = MAPLE
OR = ORNAMENTAL
C.I. = STORM SEWER CURB INLET
D.I. = STORM SEWER DROP INLET
SSMH = SANITARY SEWER MANHOLE
C.B. = STORM SEWER CATCH BASIN
INV. = SEWER INVERT
BLDG. = BUILDING
C.L. FENCE = CHAINLINK FENCE
WF = WETLAND FLAG
S.S.ESMT. = SANITARY SEWER EASEMENT
VCP = VITRIFIED CLAY PIPE
RCP = REINFORCED CONCRETE PIPE
PVC = POLYVINYL CHLORIDE PIPE
CPP = CORRUGATED PLASTIC PIPE
UTILITY LINE LEGEND
- - - -- - -- -- EX. UNDERGROUND GAS LINE
- - - - EX. OVERHEAD UTILITY LINES
EX. SANITARY SEWER LINE
EX. STORM SEWER LINE
Al .__- EX. WATER LINES
PROPOSED SANITARY SEWER LINE
- -- - -- - TOP OF BANK
- - .. D - -- - LIMIT OF DISTURBANCE
._...__... _ ____- _._.__. E(, OVERHEAD UTILITY LINES
- - - - - - - - EX. EASEMENT
- - - PROPOSED PERMANENT EASEMENT
- - - - - - - PROPOSED TEMP. CONSTRUCTION EASEMENT
SANITARY SEWER PLAN & PROFILE STATION 0 +00 -10 +00
SANITARY SEWER PLAN & PROFILE STATION 10 +00 -19 +50
MANHOLE DETAILS
MISCELLANEOUS DETAILS
EROSION, & SEDIMENTATION CONTROL NOTES & DETIALS
TRAFFIC CONTROL PLAN AND NOTES
r _
MAY 113
This Drawing shall not be used I Original Size ft68GO01
Scale AS SHOWN for Construction unless Signed Arch D Drawing No: 86=1 °
and Sealed For Construction

10" SDR 35 PVC
NOTES.
350
1.
UTILIZE EXISTING OPENING FOR NEW SANITARY
{
SEWER INSTALLATION.
2.
RECONSTRUCT LATERAL ALIGNMENT AS
NECESSARY FOR INSTALLATION INTO NEW
MANHOLE. CORE DRILL MANHOLE FOR PIPE
CONNECTION.
345
3.
ALL SERVICE LATERALS FOR NEWLY INSTALLED
SEWER SEGMENT MAY NOT BE SHOWN. DETERMINE
IF EXISTING ACTIVE LATERALS ARE PRESENT AND
RECONNECT TO NEW SEWER.
4.
REMOVE TOP OF MANHOLE TO 3 FEET BELOW
340 .
GRADE. FILL BOTTOM OF MANHOLE WITH 3000 PSI
CONCRETE TO AN ELEVATION OF 1 -FOOT ABOVE
THE CROWN OF THE PIPE. FILL REMAINING PORTION
OF MANHOLE WITH NO. 57 STONE. FILL TOP 3 FEET
WITH RIP RAP TO FINISHED GRADE.
5.
USING BRICKS AND NON- SHRINK GROUT PLUG ALL
PIPES AT MANHOLE.
335
6.
RELOCATE UTILITY POLE AND LIGHT AS REQUIRED
BY PROPERTY OWNER. COORDINATE RELOCATION
LOCATION WITH PROPERTY OWNER. NEW LOCATION
MUST BE OUTSIDE OF PROPOSED PERMANENT
EASEMENT AREA.
330
7.
ENTRANCE TO EXISTING EASEMENT IS ON
HOLLOWAY STREET. REMOVE FENCE ACROSS
EASEMENT. CLEAR TREES WITHIN EASEMENT LIMITS.
PLACE STABILIZED CONSTRUCTION ENTRANCE
DOWNSTREAM ALONG EASEMENT AFTER THE
AUTOZONE PARKING LOT.
8.
TRASH PILE ALONG EXISTING EASEMENT TO BE
325
REMOVED AND DISPOSED OF WHERE NEEDED FOR
LATERAL RECONNECTION. REGRADE AREA TO
MATCH NATURAL GRADE AND STABILIZE AS
REQUIRED.
9.
DETERMINE CROSSING ELEVATION PRIOR TO
SANITARY SEWER CONSTRUCTION, NOTIFY OWNER
320
IF THERE IS AN ELEVATION CONFLICT. SANITARY
SEWER CONSTRUCTION BETWEEN HOLLOWAY
STREET AND LIBERTY STREET CANNOT CONTINUE
UNTIL AFTER ANY CONFLICTS HAVE BEEN
RESOLVED.
10.
REPLACE ENTIRE PATIO. NEATLY SAW CUT
10" SDR 35 PVC / -
SILT FENCE (TYP)
5.00 LF OF
10" SDR 35 PVC
LOCALIZED
CONTROL POINT #5 --�
N 815,994.75 - -� V A 1
E 2,037,717.19
j LOCALIZED COORDINATES
r '
� i N 815,792.75
i ELEV 333.21
- � E 2,037,514.21
f r>
CONTROL POINT #2 -' ELEV 338.68
LOCALIZED COORDINATES
N 816 346.09 ____ —
— — \ .,
'! v 1 r )`� 1 1 1, E-
E 2,037,808.99 -. i �' �, s�
GRID COORDINATES
i N 816,346.05
{
,
1
� U R ;h
E2,037,809.14 RYE STREET t PLAN
J
ELEV 349.65 -�' ' 7 ; �� 73
DRIVEWAY EDGE TO REMAIN. REFERENCE DETAIL. 315 1
-0+50 0 +00 1 +00 2 +00
11. 25 EASEMENT HAS BEEN ACCEPTED BY DWM
WATER SEWER MAINTENANCE AND UTILITY
ENGINEERING.
A FOR REGULATORY REVIEW DG I LAM I SRH 1 4 -13
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Orawn Job Project pate
Manager I Director
HORIZONTAL 1 " =40' 0 20' 40' 60' 80'
AT ORIGINAL SIZE
VERTICAL 1 " =4'
AT ORIGINAL SIZE 0 2' 4' 6 8'
Plot Date: 2 April 2013 - 1:19 PM Plotted by: Lisa Mitchell Cad File No: G: \86\ 14668 \CADD\Drawings \Civil \86 - 14668- C001.dwg
3+%r0
Vii;.
A.
co
SSMH 6
N 815,591.42
E 2,037,328.36
/ \I
1�— PROPOSED 25' PERM EASEMENT
'V— 10" SDR 35 PVC
PROPOSED 10' TEMP EASEMENT
o
o
V
C9
I o
W
W
cn
w
Z
J
_ L)
- -- Fi 01, VF�­p
TO BE ABANDONED
1.E• r . 3
CONTROL POINT #50
LOCALIZED COORDINATES
N 815,590.53
E 2,037,278.09
ELEV 341.99
4
=7 , i 14 NE
I N1 V , 3 5 J1 9 SI,V
l/
TO BE RELOCATED
SEE NOTE 6
350
345
kill]
330
325
i 4 1 i
CITY OF DURHAM
j PUBLIC WORKS DEPARTMENT
APPROVED
j__._ _ _ ._.._ ___._ -- _- . _ ___ __.,.__. _ �_ ..___�- _ .__..._ --------- _ _ ____... -_e 315
ENGINEERING DATE
4 +00 5 +00 6 +00 7 +00 8 +00 9+00 10 +00 STORM WATER DATE
TRANSPORTATION DATE
PROFILE DATE
DATE
SCALE HOR 1 "=40'1 VER 1 " =4'
FOR R E G U LAT®
Client CITY OF DURHAM, NORTH CAROLINA
��CA"R� ®�8 � Drawn IDG Designer LAM
j Project WEST STREET OUTFALL SEWER REPAIR
Q, Q� ® Drafting SRH Design SRH
oQ� S j Check Check Title SANITARY SEWER PLAN PROFILE
® Cn 2 3 9 Approved STATION 0+00 ® + ®®
® �� ® ®® GHD Consulting Services Inc (Project Director)
® ®® G�N�� ®�� @® 3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA Date APRIL 2013
®�P �� ���� T 1919 890 -0600 F 1919 890 -0601 This Drawing shall not be used Original Size
E rdumail @ghd.com W www.ghd.com
NC Registration No. F -0802 Scale HOR 1 " =40' VER 1 " =4' for Construction unless Signed Arch D Drawing No: 8b=14668-CO01 FP @V: A /�
and Sealed For Construction

-
�;r;- - - -� N,! "
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TO BE REPLACED , ,�� J; ..,, ._ - L..,..��: J w.b�,.�
WITH SSMH 7
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N 815,515.01, ., CONTROL POINT #9 /
E 2,037,209.85 ASS 350 DIP /
(g% ' \ COORDINATES \� 8" CL € dliva ")
LOCALIZED C � -
�° \ . -
r
/ \ N 815,278.43 / J x.,34
/ A / E 2,036,943.96 a> 8 I' E
PROPOSED 25
_ 8 SDR our ,
„
TW , PERM EASEMENT
T
ED
r
V3
0 GABION � �
u..
_
- l --
/ MATTRESSES 9x6 x0.5 I , \ ,! REMOVED
--
BE REMOV
/
EE NOTE 1 1'0/ ;U
s�
P 1 �I
PRO OSED 0
1
TEMP EASEMENT
SSMH 10
INIV 359,97
\ SSMH 9 'r
i y
I
,
N 815 03312 �•,
-.. _
,
-._ �, E:
_
N815,15907 _�JJ.._
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SEE NOTE 3
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,
\
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— —
_
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1
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,
TO BE REMOVED � � '};;�, �
TO BE
ABANDONED
�. SEE NOTE 2 ! V 115, "'
V' NV ,
1A
0
5.00 LF OF �, t! % �,
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LF F �+ A•.
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N 815191.04
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360
355
i
350
345
340
335 T
330
8
325
1
11 +00
12 +00
HORIZONTAL 1 "=40' 0 20' 40' 60' 80'
— AT ORIGINAL SIZE
_ VERTICAL V4
A FOR REGULATORY REVIEW '!DG LAM SRH 4 -13 AT ORIGINAL SIZE 0 2' 4' 6' 8'
V'
Job Project
No Revision Note:. indicates signatures on original issue of drawing or last revision of drawing Cnawn Manager Director Date
Plot Date: 2 April 2013 - 1:25 PM Plotted by: Lisa Mitchell Cad File No: G: \86\ 14668 \CADD\Drawings \Civil \86 - 14668- C002.dwg
I11;_00 14 +00 15 +00 16 +00 17 +00
PROFILE
SCALE HOR 1 " =40' ( VER 1 " =4'
� ®`ep^a�a�mat�sa� ef
SS
� K• v m
O
Cn ° m
m a bc_
e
®® HIV
18 +00
19 +00
360
355
350
345
340
Kam
330
325
19 +50
CONTROL POINT #12
LOCALIZED COORDINATES
N 815,025.93
E 2,036,556.56
ELEV 359.00
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
DATE
NOTES:
1. REMOVE ENTIRE MANHOLE. BACKFILL OVER EXCAVATION
WITH NO. 67 COURSE PIPE BEDDING MATERIAL
COMPACTED IN 4 -INCH LIFTS UNTIL THE BOTTOM OF THE
TRENCH IS AT SUBGRADE ELEVATION. THOROUGHLY
TAMP WITH AN APPROVED MECHANICAL TAMP.
2. REMOVAL EXTENTS BOUNDED BY TOP OF BANKS.
MECHANICALLY CAP SEWER TO REMAIN ABANDONED.
3. COORDINATE WITH PROPERTY OWNER FOR SITE
ACCESS,
4. 25' EASEMENT HAS BEEN ACCEPTED BY DWM WATER
SEWER MAINTENANCE AND UTILITY ENGINEERING.
FOR REGULATORY REVIEW
3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA Date APRIL 2013
T 1919 890 -0600 F 1 919 890 -0601
E rdumail @ghd.com W www.ghd.com This Drawing shall not be used Original Size
NC Registration No. F -0802 Scale HOR 1"=40' VER 1"=4' for Construction unless Signed .Arch D Drawing No: ®1 °
and Sealed For Construction Rev: A

NOTES
1. IN ALL MANHOLES, SEWER AND WATER, REGARDLESS OF LOCATION, ULTRA HDPE INSERTS, WITH
POLYPROPYLENE HANDLES. ARE TO BE INSTALLED. ADDITIONALLY, ALL OC BOXES AT WATER VALVES.
HDPE INSERTS ARE TO BE INSTALLED.
2, THE INSERTS SHALT. BE MANUFACTURED OF HDPE, MEETING THE STANDARDS OF ASTM D -1248.
CLASS A. CATEGORY 5, TYPE Ill. THE MINIMUM UNIFORM THICKNESS SHALL BE W. THERE SHALL
BE A POLYETHYLENE OR POLYPROPYLENE REMOVAL STRAP, RIVETED TO THE STRAP. VENTILATION
CAN BE BY EITHER A VENT HOLE OR A VALVE, LOCATED ON 't';iE SIDE OF THE BOWL THE VENT
WILL OMIT 24 HOUR INFLOW TO 5 GALLONS. PROPER DIMENSIONS OF THE MANHOLE FRAME AND
COVER MUST BE SUPPLIED TO THE INSERT MANUFACTURERS, TO DETERMINE THE EXACT MODEL OF
INSERT NEEDED. ACCEPTABLE MANUFACTURERS /STYLES SHALL BE: (1) PARSONS ENVIRONMENTAL
PRODUCTS, INC., WWW.PARSONSENVIRONMENTAL.COM, READING. FA. (2) NOFLOW INFLOW, DOUG
MEADOWS CO., WWW.NOFLOWINFLOW.COM, ABILENE, TX.
DURHAM
CITY OF UMCINE
DETAIL C-C
TOP OF
SEE DETAIL
BOTTOM OF
SOLID COVER Wkf BE REOUI2E0
DEPENDM ON FFELD 07)7 BLS
' HOLES
MINIMUM AVERAGE WEIGHTS
RING = 190lbs.
COVER= 1201bs.
TOTAL 310lbs.
i
PLAN
SECTION
PROVIDE HDPE INSERTS IN ALL MANHOLES BASED ON SPECIFICATIONS DESCRIBED IN DETAIL P -6.0
A FOR REGULATORY REVIEW IDG I LAM I SRH 4 -13
Note: Indicates signatures on original issue of drawing or last revision of drawing C'rawn Job Project Date
No Revision 9 g g Manager I Director
'lot Date: 2 April 2013 - 1:57 PM Plotted by: Lisa Mitchell Cad File No: V: \86\ 14658\ UAUu\ urawings \clVa\8tn- 74t)bd- cuus.awg
PRE-FABRICATED
�! BRICK INVERTS
1
s
FLOW LATERAL I ' SEWER FLOW
i
ANGLE GREATER THAN
OR EQUAL TO 90'
z
3
Ii
PLAN
tNTVERT ON
TOP OF BENCH :
BENCH '
r % .:•s x ' '' SEWER FLOW
FLOW SEW ER I' `.•• r:;.' ; � ;, :.. I MAIN
MAIN "t '
.' STONE BASE
-ELEVATION
NOTES:
1. THE MINIMUM SPACING FROM THE EDGE OF A CORE FOR A LATERAL TO THE
EDGE OF THE NEXT CORE SHALL. BE 6 INCHES.
2. SEWER LATERAL SHALL NOT ENTER A MANHOLE AT AN ANGLE LESS THAN
90' TO THE EFFLUENT PIPE.
3. ALL LATERALS TO BE INSTALLED AT THE TOP OF THE BENCH.
4. PROVIDE BRICK OR CONCRETE F`v!R INVERT.
5. INVERTS TO BE BUILT FROM LATL TO EFFLUENT PIPE.
6. THE MAXIMUM NUMBER OF LATEi %ALS FOR ANY ONE MANHOLE IS FIVE (5).
7. ALL NEW LATERALS INTO MANHO! ES MUST BE CORE DRILLED AND INSTALLED
WITH A FLEXIBLE RUBBER BODT.
DURHAM
SANITARY SEWER LATERAL SCALE:
REVISION DATE: AT MANHOLE NTS
0311812010
CITY O!=- DURHAM, NORTH CAROLINA DETAIL NO.
C1 8 td6 9 E DEPA RTMENT OF PUBLIC WORKS SS -1.2
FRONT VIEW
3
SIDE VIEW
#3 DEFORMED
1 /4A STEEL ROD
rA
SECTION A -A
NO SCALE
DIMENSIONS OF STEPS MAY VARY
DEPENDING ON MANHOLE WALL
THICKNESS AND TYPE OF
CONSTRUCTION.
o ®m�,�\A CA &
Fe 1�® a
® . SE
n � a rs�ic
z
CIm CI"9
I 1
SEWER FLOW FLOW_ SEWER _ SEWER FLOW
- - MAIN MAIN - i MAIN
1 I
ilz RZ
.:
PLAN A 1....�. PLAN D
SANITARY SEWER
MANHOLE
- + - SEWER FLOW
MAIN CONCRETE,
1 MORTARED BLOCK
PLAN C OR B
MIN.4X FLOW
. SLOPE
3,z ; ---- ►. I SEWER
W 6A'. ° : 1 MAIN
1 -0"
PLAN B
#57 STONE BRICK INVERT CONCRETE
{7 BRICK MINIMUM)
NOTES:
TYPICAL CROSS - SECTION
1. INVERT MATERIAL SHALL BE CONCRETE CAST IN PLACE WITH A SMOOTH FINISH.
2. WIDTH OF INVERT SHALL MATCH INSIDE DIAMETER OF INCOMING AND OUTGOING PIPES.
3. BRICK INVERT SHALL BE FORMED AS SHOWN.
4. ALL INVERT ELEVATIONS SHALL BE AS SHOWN ON APPROVED CONSTRUCTION PLANS.
5. BENCHES TO BE BUILT OUT OF CONCRETE, MORTARED BLOCK OR BRICK. STONE IS NOT ACCEPTABLE.
DURHAM
SANITARY SEWER MANHOLE INVERT SCALE:
REVISION DAT NTS
12107/2009
CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
1 8 6 9 DEPARTMENT OF PUBLIC WORKS SS-2.6
Cr.Y CF tl.-- .D{f@IE
NOTES
1. ALL PRE CAST CONCRETE MANHOLES SHALT. CONFORM TO THE LATEST REVISION OF ASTM 0478.
2.. CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM.
3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING TO THE LATEST REVISION
OF ASTM -A -185 FOR WALL REINFORCEMENT, AND THE LATEST REVISION OF ASTM AS15 FOR THE
BASE REINFORCEMENT.
4. STANDARD JOINTS SHALL BE; SEALED WITH PUTTY TYPE PLASTIC CEMENT PER FED. SPEC. SS -C -153
OR AN O -RING TYPE JOINT CONFORMING TO THE LATEST REVISION OF ASTM -C443.
5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE RUBBER SLEEVES BOOTS PER
THE LATEST REVISION OF ASTM -0923.
S. INVERTS TO BE CONSTRUCTED OF BRICK WITH A CONCRETE BENCH (DETAIL NO. SS -2.2).
7. THE MAXIMUM SEPARATION OR INVERT IN TO INVERT OUT WITHIN A MANHOLE IS 0.50 FEET. WHEN
THE SEPARATION IS GREATER THAN 0.5 FEET A DROP MANHOLE MUST BE USED.
& MANHOLES GREATER THAN 1B FEET IN.DEPTH SHALL HAVE AN INSIDE DIAMETER OR 5'-W. FOR
SANITARY SEWER MAINS GREATER THAN EIGHTEEN INCHES (18'7 IN DIAMETER. MANHOLES SHALL BE A
MINIMUM OF 5' -0A IN DIAMETER.
9, RIM ELEVATIONS SHALL BE AT GRADE IN STREETS & PARKING LOTS.
10. RIM ELEVATIONS ALONG OUTFALLS SHALL BE A MINIMUM OF 3' ABOVE EXISTING GROUND ELEVATION.
IF THE OUTFALL IS LOCATED WITHIN THE FLOOD PLAIN. RIM ELEVATIONS SHALL BE 2' ABOVE THE
100 -YEAR FLOOD ELEVATION (WHILE STILL MAINTAINING THE 3' ABOVE THE EXISTING GROUND
ELEVATION MINIMUM REQUIREMENT). THE 100 -YEAR FLOOD ELEVATION SHALL BE NOTED ON THE
CONSTRUCTION DRAWINGS.
IL DEPENDING UPON THE HEIGHT OF THE MANHOLE. THE CITY OF DURHAM ENGINEERING DIVISION MAY
REQUIRE FLAT MANHOLES. EXTERIOR STEPS AND SAFETY BARS ON TOP OF THE MANHOLE.
DURHAM
I 1 8 6
CtlY OF ME- Wat7fE
DURHr M
1 8 6 3
116 OF MEDIURE
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
TYPICAL PRECAST DATE
CONCRETE MANHOLE
DROP
(DIP)
SEWER I • O • t
•► MAIN
° ' MIN.
. I o •
. ° 5. N
1.
CONCRETE
TO TOP OF
FOR REGULAT011 if 'E
mm
Drawn IDG Designer LAM Client C 'r'%f' OF DURHAM, NORTH CAROLINA
Project WEST STREET OUTFALL SEWER REPAIR
Drafting SRH Design SRH e e
Check Check Title MANHOLE DETAILS
GHD Consulting Services Inc Approved
(Project Director)
3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA Date APRIL 2013
T 1 919 890 -0600 F 1 919 890 -0601
rdumail @ghd.com W www.ghd.com This Drawing shall not be used original size AM
E
E r Registration No. F w Scale AS SHOWN for Construction unless Signed Arch D Drawing No: m 14 6 6 8 m(;qk 00k 3
and Sealed For Construction Rev: A
V :
:go -
- "
L-mw-
► 4
4 MIN.
I
CONCRETE
TO TOP OF
FOR REGULAT011 if 'E
mm
Drawn IDG Designer LAM Client C 'r'%f' OF DURHAM, NORTH CAROLINA
Project WEST STREET OUTFALL SEWER REPAIR
Drafting SRH Design SRH e e
Check Check Title MANHOLE DETAILS
GHD Consulting Services Inc Approved
(Project Director)
3128 Highwoods Blvd., Suite 140, Raleigh North Carolina 27604 USA Date APRIL 2013
T 1 919 890 -0600 F 1 919 890 -0601
rdumail @ghd.com W www.ghd.com This Drawing shall not be used original size AM
E
E r Registration No. F w Scale AS SHOWN for Construction unless Signed Arch D Drawing No: m 14 6 6 8 m(;qk 00k 3
and Sealed For Construction Rev: A

BACKFILL COMPACTE
IN 6" LIFTS TO
95X STD. PROCTOR
4 Lu
O m
CL of
a>
to
0
t
UNDISTURBED v-
MATERIAL
-3" ABOVE PIPE
#57 STONE
�f1
-y \ s
�w�
--EDGE OF TRENCH
STAINLESS STEEL
BANDS
1 T'4'LATERAL
o PLAN
I '
1 l
FEW OUS
I I META- POST--,, 5'+
I
MIN. J" PER 1' GRADE (4
APPROVED 45 PVC SADDLE I
WYE (SDR 35) OR WYE FfTT1NG� I SOLVENT WELD CAP
WITH GASKET & r UP ONLY I
k- APPROVED i BEND
* I SCH. 40 PVC SOLVENT WELD WYE
PPROVED ADAPTER
SECTION
STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
CONCRETE COLLAR
�I CONCRETE COLLAR I (18 "08 "x4")
n i (_(18 "X18 "x4") WI
TERMINOLOGY
NOT TO SCALE
CORE DRILL AND INSTALL
FLEXIBLE RUBBER BOOT ( MIN. j- PER 1' GRADE
CAST IN PLACEWITH A
STAINLESS STEEL BAND
CLAMP (YPICAL}.
81348MM SIW.L A TO A PAMR
WRHBN 6! OR LM OF 8=NG GROUND.—
L—SCH. 40 PVC SOLVENT WELD WYE
SECTION
STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
CONCRETE COLLAR
CONCRETE COLLAR (18- x18 "x4'
(18 "x1$'x4'�
3 �_ +
C33 3 ``
bil�i�i 7 _� illy!
12'
EXISTING SANITARY SEWER PIPE
V BEND
-CAST IRON SOIL PIPE I
PIPE ,
NO. 67 AGGREGATE,
COMPACTED IN 4" LIFTS.
MIN. r PER 1' GRADE (6"} -J I
CLEAN OUT DETAILS
SANITARY SEWER LATERAL
V SEWER LATERAL
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
CAST IRON
SOIL PIPE
DOUBLE HUB
PIPE
SCH. 40 PVC
SOLVENT WELD WYE
SEE APPROPRIATE TRENCH DETAIL FOR BACKFILL
REQUIREMENTS
- REFER TO CONTRACT
COUPLING
SCALE:
NTS
DETAIL N0.
SS -11
FOR PROPER
UNDISTURBED SUBGRADE
NEW SANITARY SEWER PIPE
80 LB. BAG OF CONCRETE CENTERED
BENEATH JOINT (NOT REQUIRED IN ROCK
EXCAVATION)
NOTE: MAINLINE SEWER RECONNECTIONS TO BE AIR TESTED IN
ACCORDANCE WITH SPECIFICATIONS.
NOT • SCALE
#3 @24" ADHESIVE DOWELS CENTERED IN EXISTING
CONCRETE
APPLY BONDING AGENT (TYP)
NEW CONCRETE EXISTING CONCRETE
° a
° ° a
V -6" TYP z
4" FIELD VERIFY w
(TYP)
Q
CONCRETE PATIO RESTORATION DETAIL
u[•] a t•]K41-11 49
7BEND ODUPUNG
CAST IRON
SOIL PIPE
�5 I
-CAST IRON SOIL PIPE
DOUBLE HUB
PVC PIPE
VC PIPE
STAINLESS STEEL BAND
\__COUPUNG
PLING MIN. J" PER 1' GRADE (,I
CORE DRILL CONCRETE WALL PER
SCH. 40 PVC
a °
SOLVENT WELD WYE
CLEAN OUT DEP 1LS
SANITARY SEWER = LATERAL SCALE:
RECOMMENDAT'?ON
NTS
4" SEWER LATER11-
CITY OF DURHAM, NORTF i ;AROLINA
DETAIL NO.
DEPARTMENT OF PUBLa; WORKS
SS-1.0
TERMINOLOGY
NOT TO SCALE
CORE DRILL AND INSTALL
FLEXIBLE RUBBER BOOT ( MIN. j- PER 1' GRADE
CAST IN PLACEWITH A
STAINLESS STEEL BAND
CLAMP (YPICAL}.
81348MM SIW.L A TO A PAMR
WRHBN 6! OR LM OF 8=NG GROUND.—
L—SCH. 40 PVC SOLVENT WELD WYE
SECTION
STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
CONCRETE COLLAR
CONCRETE COLLAR (18- x18 "x4'
(18 "x1$'x4'�
3 �_ +
C33 3 ``
bil�i�i 7 _� illy!
12'
EXISTING SANITARY SEWER PIPE
V BEND
-CAST IRON SOIL PIPE I
PIPE ,
NO. 67 AGGREGATE,
COMPACTED IN 4" LIFTS.
MIN. r PER 1' GRADE (6"} -J I
CLEAN OUT DETAILS
SANITARY SEWER LATERAL
V SEWER LATERAL
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
CAST IRON
SOIL PIPE
DOUBLE HUB
PIPE
SCH. 40 PVC
SOLVENT WELD WYE
SEE APPROPRIATE TRENCH DETAIL FOR BACKFILL
REQUIREMENTS
- REFER TO CONTRACT
COUPLING
SCALE:
NTS
DETAIL N0.
SS -11
FOR PROPER
UNDISTURBED SUBGRADE
NEW SANITARY SEWER PIPE
80 LB. BAG OF CONCRETE CENTERED
BENEATH JOINT (NOT REQUIRED IN ROCK
EXCAVATION)
NOTE: MAINLINE SEWER RECONNECTIONS TO BE AIR TESTED IN
ACCORDANCE WITH SPECIFICATIONS.
NOT • SCALE
#3 @24" ADHESIVE DOWELS CENTERED IN EXISTING
CONCRETE
APPLY BONDING AGENT (TYP)
NEW CONCRETE EXISTING CONCRETE
° a
° ° a
V -6" TYP z
4" FIELD VERIFY w
(TYP)
Q
CONCRETE PATIO RESTORATION DETAIL
u[•] a t•]K41-11 49
EXISTING !'MANHOLE
INTERNAL EXPANDING
STAINLESS STEEL BAND
k ' �+
•• •'
CORE DRILL CONCRETE WALL PER
a °
MANUFACTURE�-,`S
RECOMMENDAT'?ON
1" MAX
PROVIDE CONCRETE BENCH AND FLOW -LINE
TO OBTA3'`4 SMOOTH BOTTOM
PROPOSED
;�'.. :
6" TO 24" (MAX) ABG VE BENCH
SEWER
:•: "�
STAINLESS
••' ' •';
STEEL BAND
WATERTIGHT FLEXIBLE RUBBER C&NNECTOR
CONFORMING TO ASTM C -4443 & C -x'23 WITH
STAINLESS STEEL BAND
CORE DRILL EXISTING MANHOLE
NOT TO SCALE
TERMINOLOGY
NOT TO SCALE
CORE DRILL AND INSTALL
FLEXIBLE RUBBER BOOT ( MIN. j- PER 1' GRADE
CAST IN PLACEWITH A
STAINLESS STEEL BAND
CLAMP (YPICAL}.
81348MM SIW.L A TO A PAMR
WRHBN 6! OR LM OF 8=NG GROUND.—
L—SCH. 40 PVC SOLVENT WELD WYE
SECTION
STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
CONCRETE COLLAR
CONCRETE COLLAR (18- x18 "x4'
(18 "x1$'x4'�
3 �_ +
C33 3 ``
bil�i�i 7 _� illy!
12'
EXISTING SANITARY SEWER PIPE
V BEND
-CAST IRON SOIL PIPE I
PIPE ,
NO. 67 AGGREGATE,
COMPACTED IN 4" LIFTS.
MIN. r PER 1' GRADE (6"} -J I
CLEAN OUT DETAILS
SANITARY SEWER LATERAL
V SEWER LATERAL
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
CAST IRON
SOIL PIPE
DOUBLE HUB
PIPE
SCH. 40 PVC
SOLVENT WELD WYE
SEE APPROPRIATE TRENCH DETAIL FOR BACKFILL
REQUIREMENTS
- REFER TO CONTRACT
COUPLING
SCALE:
NTS
DETAIL N0.
SS -11
FOR PROPER
UNDISTURBED SUBGRADE
NEW SANITARY SEWER PIPE
80 LB. BAG OF CONCRETE CENTERED
BENEATH JOINT (NOT REQUIRED IN ROCK
EXCAVATION)
NOTE: MAINLINE SEWER RECONNECTIONS TO BE AIR TESTED IN
ACCORDANCE WITH SPECIFICATIONS.
NOT • SCALE
#3 @24" ADHESIVE DOWELS CENTERED IN EXISTING
CONCRETE
APPLY BONDING AGENT (TYP)
NEW CONCRETE EXISTING CONCRETE
° a
° ° a
V -6" TYP z
4" FIELD VERIFY w
(TYP)
Q
CONCRETE PATIO RESTORATION DETAIL
u[•] a t•]K41-11 49

EROSION AND SEDIMENTATION CONTROL NOTES:
STABILIZED
1. CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING AND MAINTAININ7, ALL EROSION AND
APPROACH
SEDIMENTATION CONTROL MEASURES.
2. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SEDIMENT CONT =OL CODE, LATEST EDITION.
3. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES BEFORE CLEARING,
CONSTRUCTION OR DEMOLITION WORK IS BEGUN.
4. ALL EROSION AND CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEE /LY OR AFTER EACH SIGNIFICANT
RAIN EVENT AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE PROPERLY LISPOSED OF SO FURTHER _~
SEDIMENT TRANSPORT DOES NOT OCCUR. =
5. IF CONDITIONS OF CONCENTRATED FLOW OCCUR, REPLACE TEMPORARY SILT FENCE WITH REINFORCED - �_ STABILIZED
-'
STABILIZED OUTLET FOR SEDIMENT FENCE OR CHECK DAMS. if / APPROACH
6. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING TO DENUDED AREAS TFi; =,T WILL NOT BE BROUGHT TO f /
FINAL GRADE FOR A PERIOD OF MORE THAN 15 WORKING DAYS. ABUTMENT
7. CONTRACTOR SHALL PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DA': °S OR 30 CALENDAR DAYS AFTER � -
FINAL GRADE IS REACHED UNLESS TEMPORARY STABILIZATION HAS BEEN APFLIED FLOW
DESIGN FLOW LEVEL
' ACCEPTABLE ANCHOR
ZONE 1 26,272 SF
ZONE 2 17,907 SF
2. STREAM CROSSING IMPACTS EQUAL 113 LF.
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
FRONT VIEW
NOTE:
o =
USE SILT FENCE ONLY WHEN °' N z o
DRAINAGE AREA DOES NOT EXCEED N 3:
1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW.
END OF SILT FENCE NEEDS TO BE o
TURNED UPHILL. N
SIDE VIEW
STEEL POST
- WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
2 -1/2 GA.
;MEDIATE
GRADE
"FOR REPAIR OF SILT
:-* -GRADE
STE =L CABLE
8.
IMMEDIATELY APPLY MULCH TO DENUDED AREAS DURING NON- GROWING SEASONS.
FOR ANCHOR WHEN SILT
_ 6" MIN. COVER
FENCE IS PROTECTING
NOTES: OR .CHAIN
9.
ALL TEMPORARY CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND SITE HAS
PUNCTURE
DIRECTED BY ENGINEER"
130 LBS
BEEN PERMANENTLY STABILIZED.
1.
THE BRIDGE SHOULD BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING
PERMITTIVITY
ASTM D-4491
1.5 SEC
THE CHANNEL AND NOT THREATEN THE INTEGRITY OF THE STREAM BANK.
10.
ANCHOR STRAW BY TACKING WITH EMULSIFIED ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A
AOS % RETAINED
ASTM D-4751
1000/0
MULCH ANCHORING TOOL. WHEN USING EMULSIFIED ASPHALT, APPLY 0.10 GALLONS PER SQUARE YARD
2.
SURFACE FLOW OF TRAVEL WAY TO BE DIVERTED AWAY FROM STREAM.
(10 GALLONS/ 1000 SQUARE FEET).
3.
INSTALL STREAM CROSSING AT A RIGHT ANGLE TO THE FLOW.
11.
DISTURBED AREA =1.28 ACRES (55,921 SQ. FT.)
4.
DURING PLACEMENTANSTALLATION /REMOVAL, KEEP MATERIAL AND VEHICLES OLIT OF STREAM.
12.
REFERENCE COD STANDARD SPECIFICATIONS FOR THE SEEDING SCHEDULE.
5.
THERE SHALL BE NO GAPS IN THE MAT THAT ALLOWS SEDIMENT TO ENTER THE STREAM.
BUFFER AND STREAM IMPACT NOTES.
6,
KEEP MAT SURFACE FREE OF SOIL &DEBRIS. IF ACCUMULATION OCCURS, IT SHALL NOT BE DISCARDED
INTO THE STREAM.
1.
THE FOLLOWING INDICATES THE TOTAL AREA (SF) OF CLEARING IN ZONES 1 AND 2 IDENTIFIED BY THE
7.
STABILIZE THE APPROACH WITH FILTER FABRIC AND CLASS B STONE,
RIPARIAN BUFFER RULES FOR THE NEUSE RIVER BASIN:
8.
ACCEPTABLE ANCHORS SHALL PREVENT MAT FLOTATION DURING A FLOODING EVENT.
ZONE 1 26,272 SF
ZONE 2 17,907 SF
2. STREAM CROSSING IMPACTS EQUAL 113 LF.
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
FRONT VIEW
NOTE:
o =
USE SILT FENCE ONLY WHEN °' N z o
DRAINAGE AREA DOES NOT EXCEED N 3:
1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW.
END OF SILT FENCE NEEDS TO BE o
TURNED UPHILL. N
SIDE VIEW
STEEL POST
- WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
2 -1/2 GA.
;MEDIATE
GRADE
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
STANDARD METAL POSTS
2' -0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTEN- :z TO THE TOP OF BOX.
-�� (19 GAUG3E,1 /4" MESH OPENINGS.)
0
O
0 2:1
Qp3- o op
00 ° D¢Ja p o
0 ° 00 -------'-' -�
00 °
v°o��0o O:b ° O
op q° QO G� 0
4 0 o o � 0 ° �
° o$° oo�O O g o c000
-I
_
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16" MIN. ABOVE
TOP OF BOX
STANDARD CATCH BAIN/YARD INLET PROTECTION
NOT TO SCALE
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
All 01 111
• TO SCALE
TRAVERSE SECTION VIEW
EXISTING GRADE
IMPERVIOUS SHEETING
SANDBAG /STONE
DIVERSION
DISTURBED AREA
H/2 + 1 FT FOR PROJECTS OF DURATION < 2 WEEKS
2 -YR FLOOD ELEVATION FOR PROJECTS OF LONGER DURATION
� � 1
-®- FLOW MINIMUM OPENING IS 45%
OF STREAM WIDTH
ti'
DISTURBED 'A
�� SANDBAGISTONE
AREA DIVERSION
PLAN VIEW
NOTES:
1. REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE SANDBAGS WILL BE PLACED.
2. INSTALL DIVERSION STRUCTURE FROM UPSTREAM TO DOWNSTREAM.
2.1. LAYOUT THE IMPERVIOUS SHEETING WITH TEH CENTER OF THE LINER LOCATED OVER THE CENTER OF
THE SAND BAG DIKE.
2.2. PLACE THE SANDBAGS TO TEH DESIRED HEIGHT, OFFSETTING SO JOINTS ARE STAGGERED. PACK
TIGHTLY TOGETHER.
2.3. WRAP SHEETING AROUND SANDBAG DIKE AND SECURE WITH A FINAL LAYER OF SANDBAGS.
3. RIPRAP SHALL BE WASHED AND HAVE A MIN. DIAMETER OF 6- INCHES.
4. SANDBAGS SHOULD CONSIST OF MATERIALS RESISTANT TO UV RADIATION, TEARING AND PUNCTURE.
5. SHEETING SHALL BE POLYETHYLENE OR OTHER IMPERVIOUS MATERIAL RESISTANT TO PUNCTURE AND
TEARING. POSITION SO THAT UPSTREAM PORTION COVERS DOWNSTREAM PORTION WITH AT LEAST AN
18 -INCH OVERLAP.
6. SEDIMENT LADEN WATER SHALL BE PUMPED THROUGH A SEDIMENT FILTER BAG PRIOft TO DISCHARGE.
SANDBAG /STONE DIVERSION
NOT TO SCALE
SUMP
•(A CA /Y 'Fee, O
o 6 /p�o
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esa U_
° ® 7
A FOR REGULATORY REVIEW 6DG LAM SRH 4 -13 &@ X09
Job Project
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing brawn Manager Director Date
Plot Date: 2 April 2013 - 2:14 PM Plotted by: Lisa Mitchell Cad File No: G: \86\ 14668 \CADD\ Drawings \Civil \86 - 14668- C005.dwg
NOTE:
DISCHARGE FROM SEDIMENT FILTER BAG SHALL BE TO WELL VEGETATED AREA AT
LEAST 50 FEET FROM STREAM(S). NO DISCHARGE SHALL BE MADE TO STREAMS
OR WETLANDS.
PLAN
EXISTING ROADWAY
6" MIN,
Drawn IDG
Drafting SRH
Check
Approved
(Project Director)
Date APRIL 201;
Scale AS SHOWN
SEDIMENT
8" PUMP FILTER BAG
DISCHARGE
HOSE
6- INCHES #57 STONE
VEGETATED AREA
PUMP WATER FILTER BAG SPECIFICATION
"FOR REPAIR OF SILT
:-* -GRADE
FENCE FAILURES, USE
TYPE: NON WOVEN
N0.57 WASHED STONE.
FOR ANCHOR WHEN SILT
_ 6" MIN. COVER
FENCE IS PROTECTING
OVER SKIRT *
CATCH BASIN.
ANCHOR SKIRT AS
PUNCTURE
DIRECTED BY ENGINEER"
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
STANDARD METAL POSTS
2' -0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTEN- :z TO THE TOP OF BOX.
-�� (19 GAUG3E,1 /4" MESH OPENINGS.)
0
O
0 2:1
Qp3- o op
00 ° D¢Ja p o
0 ° 00 -------'-' -�
00 °
v°o��0o O:b ° O
op q° QO G� 0
4 0 o o � 0 ° �
° o$° oo�O O g o c000
-I
_
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16" MIN. ABOVE
TOP OF BOX
STANDARD CATCH BAIN/YARD INLET PROTECTION
NOT TO SCALE
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
All 01 111
• TO SCALE
TRAVERSE SECTION VIEW
EXISTING GRADE
IMPERVIOUS SHEETING
SANDBAG /STONE
DIVERSION
DISTURBED AREA
H/2 + 1 FT FOR PROJECTS OF DURATION < 2 WEEKS
2 -YR FLOOD ELEVATION FOR PROJECTS OF LONGER DURATION
� � 1
-®- FLOW MINIMUM OPENING IS 45%
OF STREAM WIDTH
ti'
DISTURBED 'A
�� SANDBAGISTONE
AREA DIVERSION
PLAN VIEW
NOTES:
1. REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE SANDBAGS WILL BE PLACED.
2. INSTALL DIVERSION STRUCTURE FROM UPSTREAM TO DOWNSTREAM.
2.1. LAYOUT THE IMPERVIOUS SHEETING WITH TEH CENTER OF THE LINER LOCATED OVER THE CENTER OF
THE SAND BAG DIKE.
2.2. PLACE THE SANDBAGS TO TEH DESIRED HEIGHT, OFFSETTING SO JOINTS ARE STAGGERED. PACK
TIGHTLY TOGETHER.
2.3. WRAP SHEETING AROUND SANDBAG DIKE AND SECURE WITH A FINAL LAYER OF SANDBAGS.
3. RIPRAP SHALL BE WASHED AND HAVE A MIN. DIAMETER OF 6- INCHES.
4. SANDBAGS SHOULD CONSIST OF MATERIALS RESISTANT TO UV RADIATION, TEARING AND PUNCTURE.
5. SHEETING SHALL BE POLYETHYLENE OR OTHER IMPERVIOUS MATERIAL RESISTANT TO PUNCTURE AND
TEARING. POSITION SO THAT UPSTREAM PORTION COVERS DOWNSTREAM PORTION WITH AT LEAST AN
18 -INCH OVERLAP.
6. SEDIMENT LADEN WATER SHALL BE PUMPED THROUGH A SEDIMENT FILTER BAG PRIOft TO DISCHARGE.
SANDBAG /STONE DIVERSION
NOT TO SCALE
SUMP
•(A CA /Y 'Fee, O
o 6 /p�o
�y o
esa U_
° ® 7
A FOR REGULATORY REVIEW 6DG LAM SRH 4 -13 &@ X09
Job Project
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing brawn Manager Director Date
Plot Date: 2 April 2013 - 2:14 PM Plotted by: Lisa Mitchell Cad File No: G: \86\ 14668 \CADD\ Drawings \Civil \86 - 14668- C005.dwg
NOTE:
DISCHARGE FROM SEDIMENT FILTER BAG SHALL BE TO WELL VEGETATED AREA AT
LEAST 50 FEET FROM STREAM(S). NO DISCHARGE SHALL BE MADE TO STREAMS
OR WETLANDS.
PLAN
EXISTING ROADWAY
6" MIN,
Drawn IDG
Drafting SRH
Check
Approved
(Project Director)
Date APRIL 201;
Scale AS SHOWN
SEDIMENT
8" PUMP FILTER BAG
DISCHARGE
HOSE
6- INCHES #57 STONE
VEGETATED AREA
PUMP WATER FILTER BAG SPECIFICATION
GEO TEXTILE FABRIC PROPERTIES
TEST METHOD
UNITS
TYPE: NON WOVEN
WEIGHT
ASTM D -3776
8 OXIYD
GRAB TENSILE
ASTM D-4632
203 LBS
PUNCTURE
ASTM D4833
130 LBS
FLOW RATE
ASTM D-4491
80 GAUMIN /FT
PERMITTIVITY
ASTM D-4491
1.5 SEC
UV RESISTANT
ASTM D-4355
70%
AOS % RETAINED
ASTM D-4751
1000/0
MODEL - DIRTBAG 53 AS MARKED BY ACE ENVIRONMENTAL (1- 800 -448 -3636) OR OTHER FILTER BAG THAT MEETS
SPECIFICATIONS.
SEDIMENT FILTER BAG DETAIL
NOT TO SCALE
50' MIN.
BUT' UFFICIENT TO KEEP
SEDIMENT ON SITE
' �-.• -2" -3" STONE TO BE USED -M"
25' OR WIDTH OF
EXISTING jSURGIE STONE OR RAILROAD `.,:
PROPOSED STREET,
ROADWAY '' BALLAST) '_ "• `'
:' .. '. ;•�:.>• .
WHICHEVER IS
- =may;:.
=V.. .•;..
GREATER.
35' MIN.
15' MIN. NEW CONSTRUCTION
_ l
FABRIC UNDER STONE
CROSS SEC T ION
NOT • SCALE
11;esigner LAM
12" MIN.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE CONTRACTOR.
This Drawing shall not be used Original Size
for Construction unless Signed ,arch D Drawing No: ® � 5
and Sealed For Construction 1 06146"'SO"00HO

LOCATION I SERIES I LEGEND I SIZE (MOUNTING
O TYPE III
R11 -2 ROAD CLOSED 48" X 30" BARRICADE(S)
ROAD AS
2 W20 -3 CLOSED 48" X 48" REQUIRED
500 FT
O ROAD AS
W20 -3 CLOSED 48" X 48" REQUIRED
1000 FT
ROAD CLOSED
R11 -4 TO THRU 60" X 30"
® TRAFFIC TYPE III
DETOUR BARRICADE
M4 -10R � 48" X 18"
ROAD CLOSED
R11 -4 TO THRU 60" X 30"
O TRAFFIC TYPE III
DETOUR BARRICADE
M4-10L � 48" X 18"
© ROAD AS
W20 -3 AHEAD �" X 'Q" REQUIRED AS
OW20 -2 48" X 48" REQUIRED
8 W20 -7A TYPE B OR
Q 48" X 48" TYPE III
BARRICADE
® W3 -4 PRE BE AS PARED 48" X 48" REQUIRED
TO STOP NE LAN 1 O W20 -4 ROAD 48n X 48" REQ RED
LOCATION SERIES LEGEND SIZE MOUNTING
�-� LIBERTY
(n 1 M4 -8 DETOU� 24" X 12" AS
REQUIRED
M6 -1 21" X 15"
LIBERTY ST
(�) M4 -8A 24* X 18" AS
/ REQUIRED
DETOUR
LtB' --Ffl�
M4-8 DETOU 24" X 12" AS
REQUIRED
M6 -1 21" X 15"
OUTHGATE ST
© M4 -8 DETOUR 24" X 12" AS
REQUIRED
M6 -1 21" X 15"
OUTHGATE S
(F 1 M4 -8A 24" X 18" AS
REQUIRED
OUTHGATEST
O M4 -8 DETOUR 24" X 12" AS
REQUIRED
M6 -1 21" X 15"
GENERAL NOTES:
1. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
2. FIELD ADJUST SIGN SPACING AS WARRANTED AND IN ACCORDANCE WITH NCDOT REQUIREMENTS.
3. NOTIFY OWNER TWENTY ONE CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION.
4. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATIONS
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION), CITY OF DURHAM
REQUIREMENTS AND NCDOT STANDARDS.
5. MAINTAIN ACCESS TO ALL RESIDENCES AT ALL TIMES WITHIN THE PROJECT LIMITS.
6. SIGN LAYOUT SHALL BE ADJUSTED AS CONSTRUCTION PROGRESSES. ONLY ONE STREET SHALL
BE CLOSED AT A TIME,
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND REQUIRED TRAFFIC
PERMITS,
8. CONTRACTOR SHALL MAINTAIN AT LEAST 12 -FEET OF ACCESS ALONG WORK AREA AT ALL TIMES
FOR EMERGENCY VEHICLES.
S. COVER OR REMOVE ALL SIGNS REQUIRED WHEN THE DETOUR AND /OR CLOSURE IS NOT IN
OPERATION.
v t e
PLAN
SCALE I"=100'
0 50 100 150 200'
KNoRevision OR REGULATORY REVIEW —
LAM LAM SRH 4 -13 SCALE 1"=100' AT ORIGINAL SIZE
Note: � indicates signatures on original issue of drawing or last revision of drawing Drawn
Job Project
Plot Date: 2 April 2013 - 2:16 PM Manager Director Date
Plotted by: Lisa Mitchell Cap: File No: G \86\ 14668 \CARD\ Drawings \Traffic \86 - 14668- T001.dwg
v\
y�
7)
a
'*'— t sl
Drawn LAM
Drafting SRH
Check
Approved
(Project Director)
Date APRIL 201"1
Scale HOR I"=40'
<j
x
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE
DATE
• • 9�
Designer LAM
Design
Check 4 • • . 1 A,
Contract No.
This Drawing shall not be used Original Size
for Construction unless Signed Arch D Draw
and Sealed For Construction
8 6 m 14660' 8 J00' 0 1
/y