20170145 Ver 1_More Info Received - Email_20170418

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PROJECT CONTACTS
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OWNER UTILITY:
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Aaron Brower, PE
CORPUD
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One Exchange Plaza
Raleigh, NC 27601
(P) [phone]
[e-mail]
www.raleighnc.gov
CITY OF RALEIGH
ENGINEER:
Mary Brice PE, LEED AP
URS Corporation — North Carolina
PUBLIC UTILITIES DEPARTMENT
1600 Perimeter Park Dr., Ste. 400
Morrisville, NC 27560
(P) [phone]
[e-mail]
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www.urs.com
DRAWING
INDEX
:3M} $,
-
Sheet Number
G-000
Sheet Title
COVER SHEET
_
SUMMARY OF WORK:
G-001
GENERAL NOTES
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NEW GRAVITY SANITARY SEWER — 220 LINEAR FEET
C-101
EXISTING CONDITIONS
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C-102
CONTROL POINTS AND BYPASS PLAN
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C-103
DEMOLITION PLAN
C-104
PLAN & PROFILE
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C-501
GENERAL DETAILS
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C-502
EROSION AND SEDIMENT CONTROL NOTES+..
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Public
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C-503
EROSION AND SEDIMENT CONTROL DETAILS
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Sewer Collection /Extension System
The City of Raleigh consents to the connection and extension of the
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C-504
EROSION AND SEDIMENT CONTROL DETAILS
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City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
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standards and specifications of the City's Public Utilities Handbook.
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City of Raleigh
Public Utilities Department Permit #
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Authorization to Construct
Date
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500 J
4_
CITY OF RALIEGH
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ATTENTION CONTRACTORS
The Construction Contractor for the
responsible extension of water, ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
sewer, and/or reuse, as approved in these plans is responsible for STATE, AND FEDERAL RULES AND REGULATIONS.
contacting the Public Works Department at [phone], and
A
APRIL
2017
the Public Utilities Department at [phone] at least TRANSPORTATION SERVICES
qtc--c-1 �
� d r;i4�'+ twentyfour hours prior to beginning any of their construction.
PUBLIC UTILITIES
Failure to notify both City Departments in advance of beginning
VICINITY MAP
construction, will result in the issuance of monetary fines, and require STORMWATER
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure. PLANNING
URS
PROJECT
N 0.
1 2000'
Failure to call for Inspection, Install a Downstream Plug, have FIRE
60402672
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from URBAN FORESTRY
CLIENT PROJECT N 0.
future work in the City of Raleigh.
NSA

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GENERAL NOTES:
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
HANDBOOK, CURRENT EDITION)
2. ACCESS TO POND/LAKE SHALL BE CLOSED TO PEDESTRIAN TRAFFIC DURING
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SIGNAGE,
BARRICADES, TEMPORARY FENCING, ETC. THROUGHOUT DURATION OF PROJECT PER CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS.
3. CONTRACTOR SHALL PERFORM WORK BETWEEN THE HOURS OF 8:00 AM TO 4:00 PM
UNLESS OTHERWISE STATED.
4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF THE CONTRACT DOCUMENTS AS WELL
AS ALL APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
5. SERVICE LATERALS AND CLEAN OUTS SHALL BE PROVIDED PER CITY OF RALEIGH AND IPC
INTERNATIONAL PLUMBING CODE.
6. THE CONTRACTOR SHALL PROVIDE AND TEST SEWER MAIN AND MANHOLES PER THE CITY
OF RALEIGH & NCDENR STANDARDS.
7. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE, BOTH HORIZONTALLY AND
VERTICALLY, ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION (ONE CALL
CENTER 1-800-632-4949 OR 811). COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE
BY THE CONTRACTOR.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY
SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL
NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE.
9. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY
IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
CONTRACTOR SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AT THE CONTRACTORS
EXPENSE.
10. CONTRACTOR SHALL REPAIR ROADWAYS (PAVED OR UNPAVED), CONCRETE CURB AND
GUTTER, FENCING, AND LANDSCAPING TO EXISTING OR BETTER CONDITIONS IF DISTURBED
DURING CONSTRUCTION.
11. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR
SEDIMENTATION AND EROSION CONTROL.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION AND PROTECTION OF EXISTING
UTILITIES AND ASSOCIATED APPURTENANCES (INCLUDING EXISTING WATER MAINS, SANITARY
SEWER LINES, GAS LINES, CABLE, COMMUNICATION, TELEPHONE, ELECTRIC, ETC., PUBLIC OR
PRIVATE) IF REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO
ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK.
13. CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS, MAILBOXES, LANE STRIPING, TRAFFIC
CONTROL DEVICES, ETC. ENCOUNTERED.
14. THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO THE EXISTING GRADE SO AS
NOT TO CHANGE DRAINAGE PATTERS OR CREATE POCKET WETLANDS OR PONDING UNLESS
SHOWN OTHERWISE ON THE DRAWINGS.
15. THE DEPTH OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY.
16. NOT ALL TREES HAVE BEEN SHOWN FOR CLARITY.
17. CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER
CONSTRUCTION IS COMPLETE AND VEGETATION HAS BEEN ESTABLISHED.
18. TOTAL DISTURBED AREA IS 0.29 ACRES.
CONSTRUCTION SEQUENCE:
1. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, INSTALL THE FOLLOWING EROSION &
SEDIMENT CONTROL MEASURES PER PLAN SHEET C-104.
1.1. CONSTRUCTION ENTRANCE
1.2. SILT FENCE
2. CLEAR AND GRUB TREES PER PLAN SHEET C-103.
3. PROVIDE BYPASS PUMPING IN SUMP BEFORE EX. SSMH-1 AND ROUTE TO EX. SSMH-3.
4. PROVIDE BYPASS PUMPING IN SUMP BEFORE EX. SSMH-2 AND ROUTE TO EX. SSMH-3.
5. PROVIDE PROP. SSMH-3 AND APPROX. 96 LF OF 8"0 DIP FROM STA 2+23.83 TO STA
3+19.67 AT EX. SSMH-4.
6. PROVIDE 6"0 PVC SERVICE LINE AND CLEAN-OUT.
7. REMOVE EX. SSMH-2.
8. PROVIDE PROP. SSMH-2 APPROX. 86 LF OF 8"0 DIP FROM STA 1+37.75 TO STA
2+23.83 AT PROP. SSMH-3.
9. REMOVE EX. SSMH-1.
10. PROVIDE PROP. SSMH-1 AND APPROX. 38 LF OF 8"0 DIP FROM STA 1+00.00 TO STA
1+37.75 AT PROP. SSMH-2.
11. PLUG EXISTING 8"0 AT 353.93' IN EX. SSMH-2 WITH BRICK AND MORTAR AND
NON -SHRINK GROUT.
12. PLUG EXISTING 8"0 AT 350.15' IN EX. SSMH-4 WITH BRICK AND MORTAR AND
NON -SHRINK GROUT.
13. REMOVE EXPOSED 8" DIP, 10" DIP, AND 6" PVC PIPE. ABANDON PIPE IN PLACE
W/CONCRETE (W/BENTONITE) PLUGS (3' LONG MIN.).
14. REMOVE EX. SSMH-3.
15. STABILIZE STREAM BANKS WITH CLASS 1 RIP -RAP
16. PERMANENTLY SEED AND STABILIZE DISTURBED AREA TO MATCH ORIGINAL CONDITIONS.
17. REMOVE ALL EROSION AND SEDIMENT CONTROL MEASURES FOLLOWING THE STABILIZATION
OF THE SITE WHEN 80% OR MORE PERMANENT VEGETATION COVER IS PRESENT IN A
LIVING AND HEALTHY CONDITION.
STANDARD UTILITY NOTES (AS APPLICABLE):
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH
CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
2.1. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE
OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A
SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE
ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS
THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
2.2. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH
WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE
SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE
MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
2.3. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED
10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS
2.4. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER &
STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
2.5. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER
CORPUD SPECIFICATIONS)
2.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18"
MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY
OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0'
MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER
SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT
MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK
PROCEDURE
7. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2'
WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY
TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE
FLOW & PRESSURE
8. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN
IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO
CONSTRUCTION
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR
TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT [phone] OR
TI MOTH Y. BEASLEY@RALEIGHNC. GOV FOR MORE INFORMATION
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON
DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES
GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE
MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY
ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA
APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND
PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS
MORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR
JOAN IE. [e-mail] FOR MORE INFORMATION
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LEGEND
SURVEY CONTROL POINT
EXISTING IRON PIPE, PIN OR STAKE
EX. SANITARY SEWER MANHOLE
PROP. SANITARY SEWER MANHOLE
PROP. SEWER CLEAN-OUT
EX. STORM WATER MANHOLE
LIGHT POLE
TRANSFORMER
TELEPHONE PEDESTAL
TELEVISION PEDESTAL
FLARED END SECTION
SHRUB
TREE
EX. SANITARY SEWER LINE
PROP. SANITARY SEWER LINE
X- FENCE LINE
EX. EASEMENT LINE
PROP. EASEMENT LINE
PROPERTY LINE
ROW RIGHT-OF-WAY
TPF
LOD
�F
TREE LINE
SILT FENCE
LIMIT OF DISTURBANCE
RIPARIAN BUFFER ZONE 1
RIPARIAN BUFFER ZONE 2
EDGE OF WATER
SURVEY BOUNDARY
TREE PROTECTION FENCING
ABBREVIATIONS
DESCRIPTION
ABBREVIATION
AGGREGATE
AGG
ALTERNATE
ALT
APPROXIMATE
APPROX
AT
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BENCHMARK
BM
BUILDING
BLDG
CAST IRON PIPE
CIP
CENTERLINE
C
CLEANOUT
CO
CONCRETE
CONC
CONCRETE PIPE
CP
CORRUGATED METAL PIPE
CMP
CONTINUOUS
CONT
CUBIC FEET
CF
CUBIC YARD
CY
DIAMETER
DIA
DIMENSION
DIM
DUCTILE IRON PIPE
DIP
EAST
E
EDGE OF PAVEMENT
EOP
ELECTRICAL
ELEC
ELEVATION
ELEV OR EL
EXISTING
EX
FLARED END SECTION
FES
FOOT/FEET
FT
GALLON
GAL
GALLON PER MINUTE
GPM
GALVANIZED
GALV
GATE VALVE
GV
INVERT
INV
LINEAR FEET
LF
MANHOLE
MH
MAXIMUM
MAX
MINIMUM
MIN
MISCELLANEOUS
MISC
NORTH
N
NOT TO SCALE
NTS
NUMBER
NO.
POINT
PT
POUND
LB
POLYETHYLENE
PE
POLYVINYL CHLORIDE
PVC
PROPERTY LINE
PL
RAILROAD
RR
REINFORCED CONCRETE PIPE
RCP
REQUIRED
REQ
RIGHT-OF-WAY
R/W
SCHEDULE
SCH
SOUTH
S
SPECIFICATIONS
SPECS
SQUARE FEET
SF
STAINLESS STEEL
SS
STANDARD
STD
STATION
STA
TERRACOTTA PIPE
TCP
TOP OF CURB -BACK
TBC
TYPICAL
TYP
VITRIFIED CLAY PIPE
VCP
WEST
W
WITH
W/
WITHOUT
W/0
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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CONTROL POINT. REBAR AND NOW OR FORMERLY
CAP N.C. GRID COORDINATES: o (aysi ASSOQMIIM \
`s N=776,927.87 E=2,097,302.79. 1359 SAWMILL ROAD ti
\ ELEV.=374.06 DB 4793 PG 443
\\\ Sc BM 1983 PG 1108 \ NOW OR FORMERLY
�3 ® PIN 0797764633 SICHESM POW AT COVERED JB
a a GREYSMNE
ASSOM47ION TOP=364.73'
/
ti;2 NEUSE RIVER \ DB 3392 PG 785 INV=361.23'±
o� BUFFER ZONE 2 MB 1983 PG 1265
PIN:0797764728 /
NEUSE RIVER10' 0 20'
2
BUFFER ZONE 1 tiGJ ?G ���1Z- rQ �� ''QpQ�� 19-
— —
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RIM 365.23 \�- �' \ RIM=360.14'
OR FORMERLY /
Z SEWER EASEMENT \ \ 'Q \ �Q Q \ N-776695.19
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PG1186 E=2097328.79 \ Q Q�-E� - \ o`� I ��, \�� Q E=2097454.27 AS.90G'Mfl0�1 /
v V 8„INV N =353.98' \ p . ,,Qp \ % �Q. P Z- P k. SV , pv �� 10 INV(W)=350.15 ue �zu irs
v w 8” INV S =353.93' `� �� 'Q o '4 1 0 'Q g� I �J �cF. ( )= MB 1983 PG 1265
J O_ — \� \\ Z_� s 8 I N V S- 349.71 PIN:0797764728
Q 8" INV(W)=354.76' _ \
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DRIVER ROC{�s /
EDGE OF WATER �JY �� ��_� _
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EX. SSMH-1 "C \UDDERS
RIM=362.93' °� 0 \\
N=776810.56
E=2097293.18
8"INV(E)=355.00'
8"INV(SW)=356.09'
4"INV(W)=357.41' \ EX. CONCRETE
4"INV(S)=357.12' TWTOP OF
NOW OR FORMERLY ��ER
JOHN R AND PAULNE _ \
P. #RAW \
1304 BINLEY PLACE
DB 5355 PG 416 MB 1989 \
PG 1186 PIN:0797762739 20' SANITARY
SEWER EASEMENT \
BM1989
PG1186 \ \
i
x Q0 \ \---FLARED END SECTION
\ TOP=356.41'
30' DRAINAGE EASEMENT
m
ALONG CENTERLINE OF CREE
1 Q o
BM1989-1186
'ti
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EX. SSMH-3
RIM=358.03'
0
N=776731.10
Q
E=2097360.84
8"INV(N)=350.69'
10"INV(E)=350.63'
6"INV(E)=353.80'
NOW OR FORMERLY
SLOW A. ±LADING
U)
1300 BINLEY PLACE
DB 8284 PG 363
MB 1989 PG 1186
X
PIN:0797763710
PLAN VIEW
SCALE: 1 " = 20'
\ o �;
s
NOW OR FORMERLY
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1359 SAWMILL ROAD
DB 4793 PG 443 SEWER EASEMENT
BM 1983 PG 1108 BM1989
\ PIN 0797764633 PG1186
NOW OR FORMERLY
17'�UL IIG #L AVRW
1301 BINLEY PLACE
DB 10482 PG 2456
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PIN:0797763631
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NOTES:
1. TOPOGRAPHIC SURVEY PROVIDED BY COOPER
SURVEYING, DATED MAR 31, 2015.
2. THE PROJECT IS LOCATED ON FEMA FLOOD MAP
NUMBER 3720079700J DATED 05/02/2006 AND IS NOT
LOCATED WITHIN ANY 100 YEAR FLOOD AREA.
3. HORIZONTAL CONTROL (NAD83) AND VERTICAL CONTROL
(NAVD88), ESTABLISHED BY GPS OBSERVATIONS AND
COMPUTED USING NORTH CAROLINA GEODETIC SOCIETY
VIRTUAL REFERENCE STATION SERVICE (VRS), YIELDING
VALUES OF:
CONTROL POINT #1 CONTROL POINT #2
REBAR AND CAP REBAR AND CAP
N=776,927.87 N=776,388.96
E=2,097,302.79 E=2,097,477.79
ELEV=374.06 ELEV=355.23
POINT #1 IS A REBAR AND CAP IN SAWMILL ROAD,
APPROXIMATELY 108.0 FEET NORTH OF THE EXISTING
MANHOLE, SSMH-1.
POINT #2 IS A REBAR AND CAP WEST OF WELLESLY
PARK SOUTH, APRROXIMATELY 120.4 FEET SOUTH OF
THE EXISTING MANHOLE, SSMH-5,
4. ALL WORK AND MATERIALS SHALL CONFORM TO CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
6. CONTOUR INTERVALS ARE 1 FOOT.
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
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CURB AND
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ELEV. =374.06
CONSTRUCTION
C-503 ENTRANCE
NOTES:
1. TOPOGRAPHIC SURVEY PROVIDED BY COOPER SURVEYING, DATED
MAR 31, 2015.
2. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER
3720079700J DATED 05/02/2006 AND IS NOT LOCATED WITHIN
ANY 100 YEAR FLOOD AREA.
3. CONTRACTOR SHALL LOCATE DEPTH OF 6" PVC SERVICE LINE AT
LOCATION OF THE PROPOSED SANITARY SEWER CLEAN-OUT
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY.
4. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
5. CONTOUR INTERVALS ARE 1 FOOT.
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13� MILASSID MT110iN L ROAD CONNECT TO
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' SANITARY
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MENT
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MIN10MMM PIOM AT
8"INV(N)=353.98' RIM=364.60'
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DB 3392 PG 785
E=2097399.29
MB 1983 PG 1265
8-INV(NW)=352.96'
PIN:0797764728
2 8"INV(SE)=352.76'
PROPOSED 6"0 PVC
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E=2097328.79
8"INV(W)=354.76' \ Fk
IDE NEW BOULDERS
EDGE OF WATER 2 =�
(UNNAMED TRIBUTARY00 5�
TO MINE CREEK) \_ �• � / �
10 TEMPORARY
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EASEMENT RIM=362.93 \ Q, J6
N=776810.56 \
N=776810.56
E=2097293.18\�-
8"INV(E)=354.17' i
8"INV(SW)=356.09'
4"INV(S)=357.12' EX. SSMH-1 �S
4"INV(W)=357.41' N=776810.56 \ \ A
1 E=2097293.18
NOW OR FORMERLY 8"INV(E)=355.00'
JOHN R AND PMIXNE 4"INV(S)=357.12'
2+00
\ / e� P ;,�s
POIL
\ \ \SF—
`7 1
30 DRAINAGE E46Et�41�I1T \
LONG CENTERLINE OF` CREEK
BM1989-1186
P'NLEY P
1304 BINLEY PLACE 4"INV(W)=357.41' 10' TEMPORARY
DB 5355 PG 416 MB 1989 8"INV(SW)=356 09' \ CONSTRUCTION EASEMENT
PG 1186 PIN:0797762739
CONNECT TO NEW MANHOLE \ \
REPLACE W/BOULDERS \ \
(PREVIOUSLY REMOVED FOR \ \
CONSTRUCTION) ti
\ 20' SANITARY
SEWER EASEMENT
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FS PIN:0797764728 /
_ PLUG EXISTING 10"
2 -4 s, INVERT 0 350.15'
VEER /
W/BRICK & MORTAR
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GROUT
355
PROPOSED
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'--FLARED END SECTION ss F
TOP=356.41' \ \
�Q NOW OR FORMERLY
S�
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ISTURBANCE Q%YS OW ASWGPJ \ ss \
1359 SAWMILL ROAD
0 \ DB 4793 PG 443 \
BM 1983 PG 1108 \
PIN 0797764633 \
EX. SSMH-3 \
RIM=358.03' 20' SANITARY
N=776731.10 SEWER EASEMENT
TEMPORARY CONSTRUCTION BM1989
EASEMENT E=2097360.84
VOW OR FORMERLY
SUBW A. MACK
1300 BINLEY PLACE
DB 8284 PG 363
MB 1989 PG 1186
PIN:0797763710
PLAN VIEW
SCALE: 1" = 20'
N
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NOW OR FORMERLY
YOR\
�IIG OL
1301 BINLEY PLACE
DB 1 6 \
MB 1989989 PGG 11818 6
PIN:0797763631
0+50
1+00
2+00
PROP. SANITARY SEWER
SCALE: H ORI Z. 1 " = 20'
VERT. 1 " = 2'
3+00
4+00
\ \ ss \
EX. SSMH-5
\
RIM -350.00'
\ ss 10"INV(N)=348.60'
ss
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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3+00
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ss
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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gaYS'IONE ASSOCU1M \
1359 SAWMILL ROAD
D8 4793 PG 443
BM 1 1108
07 \
PIN 07977676 4633
ZONE 2 NEUSE RIVER BUFFER \
LIMITS OF DISTURBANCE
EXTEND TO SAWMILL \
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2
w)w np FnpmFRI.Y
*VAX*S= POWr AT
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AS.SOG' 47101A1
DB 3392 PG 78L
MB 1983 PG 1265
PIN:0797764728
/--LIMITS OF DISTURBANCE
COVERED JB
TOP=364.73'
CITY OF RALEIGH INV=361.23'f
COQ 20' SANIT ZONE 1 NEUSE RIVER BUFFER \I2 30' PERMANENT
\ SEWER EASEMEN �z_ \ SANITARY SEWER
BM1989 2�z-2 EASEMENT
PG1186
\ 1A TEMPORARY CONSTRUCTI 2 -
\ EASEMENT .
a TPF
z-2 REMOVE SPOIL AREA
i\ REM WIRE FENCE
O�-2-Z 2 \ \
9
NO
tiQ / / / \ .�` EX. SSM H - 4
— \ \
RIM=360.14'
\ \ \ 1 y ''Q �. \ \ N=776695.19
s REMOVE EX. MANHOLE \ ti —\
REMOVE EX. SAN TAR
\ Q E=2097454.27
EX. SSMH-2 �. \ I .� / / — -\ Q SEWER/LATERAL( .) o Q 10"INV(W)=350.15'
RIM=365.23' \ \ s
8"INV(S)=349.71'
N=776823.08 � '� �`� \ \ %� 3s : � \
E=2097328.79 �QoQ ABANDON PIPE IN �'
8"INV(N)=353.98 PLACE AND FILL
8 -
- \_ WITH FLOWABLE
8���INV(W)=354.7693'
� -� GROUT
INV(S)_353.Q _ Q �`%
O NOT, B
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10' TEMPORARY r � \ � _ F \ THIS
I C /p � O 1 \ ^� 2"-4" RIVER ROC �c�/p
CONSTRUCTION EASEMENT �`360� � � y,, � \
S \ ss
REMOVE EX. SEWER I — Fiy�F J� o �� �P� ���i9\ /,.
�s TEM ORAR -1d1 — Al
EDGE OF WATER `� �
(UNNAMED TRIBUTARY CONSTRUCTION / r _ ,. _ _� /
EASEMENT �s off,
TO MINE CREEK)
—SF—\\460 SkT O� q 11 / 5 / //
e4- ��NCE 1 �o / �S oY� FILL
REMOVE CONCRETE
CAP FROM BOTTOM a _
OF STREAM WIRE
/ / — _ �\ !!, 1 / EX.
\el4 0 \ \' 11- �S �O F�NCE—
ERS
REMOVE AND —360ms'
REPLACE BOULDERS \
ALONG STREAM BANK
ob
EX. SSMH 1 p Q \ \s /O I FLARED END SECTION
RIM=362.93' o \\ o 30' DRAINAGE EASEMENT \\ / / TOP -356.41'
N=776810.56 ALONG CENTERLINE OF CREEK
E=2097293.18 � \�S�
8"INV(E)=355.00' REMOVE EX. �/ \ ABANDON PIPE IN PLACE AND
MANHOLE10' TEMPORARY \ PROVIDE FLOWABLE GROUT
\ � \
CONSTRUCTION (W/BENTONITE) (TYP.).
20' SANITARY EASEMENT \ �\
SEWER EASEMENT \ REMOVE AND REPLACE RIP -RAP
\
BM1989 REMOVE TOP PORTION BANK STABILIZATON ALONG NOW OR FORMERLY
DISTURBED STREAM BANK GIIE SMW ASWC171ON1
PG1186
OF EX. MANHOLE \ EX. SSMH-3 1359 SAWMILL ROAD
\ xo \ RIM=358.03' DB 4793 PG 443
N=776731.10
BM 1983 PG 1108
E=2097360.84 PIN 0797764633
8"INV(N)=350.69' \
10"INV(E)=350.63'
6 INV(E)=353.80 \
DEMOLITION LEGEND. NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASSING SEWER DURING CONSTRUCTION.
CAPPED UTILITY — SS 2. A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO
PUBLIC UTILITIES PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION
UTILITY REMOVAL ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE PEAK DAILY FLOW (2.5 TIMES
THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR SHALL
UTILITY TO BE ABANDONED IN PLACE SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION.
AND FILLED WITH FLOWABLE GROUT �% PUMPING OPERATIONS MUST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE
PUMPING OPERATION BY QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR
FAILURES. 100% REDUNDANCY IS REQUIRED FOR PUMPING OPERATIONS. IN ADDITION, BACK
ITEM DEMOLITION UP PUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO FACILITATE IMMEDIATE
USE UPON FAILURE OF THE PRIMARY PUMPS.
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE CONNECTS AND CONNECT THEM TO THE
NEAREST MANHOLE PER CITY OF RALEIGH STANDARDS.
4. PROVIDE AND PRIMARY AND BACKUP PUMPS CAPABLE OF DELIVERING 4,000 GPM IN
MANHOLE OR APPROVED SUMP. DISCHARGE TO MANHOLE ACCORDING TO BYPASS CHART OR
APPROVED SUMP. CONTRACTOR SHALL PROVIDE SECURUTY FENCING (6' HEIGHT) AROUND
BYPASS PUMPS. BYPASS PUMPS SHALL BE MONITORED (STAFFED) 24 HOURS A DAY/7
DAYS A WEEK.
5. AREA IS PRONE TO FLOODING. CONTRACTOR SHALL PROVIDE MATERIAL AND/OR PROVIDE
EQUIPMENT TO SECURE PROJECT FORCE MAIN AND PUMPS DURING ADVERSE WEATHER
CONDITIONS.
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ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
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PLANNING
FIRE
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URS PROD. NO.
60402672
5 of 10

CURB AND
GUTTER
3
CONTROL POINT. REBARD
CAP N.C. GRID CO, It ES:
N=776,927.87 E=2,097 02.79
ELEV. =374.06
CONSTRUCTION
C-503 ENTRANCE
NOTES:
1. TOPOGRAPHIC SURVEY PROVIDED BY COOPER SURVEYING, DATED
MAR 31, 2015.
2. THE PROJECT IS LOCATED ON FEMA FLOOD MAP NUMBER
3720079700J DATED 05/02/2006 AND IS NOT LOCATED WITHIN
ANY 100 YEAR FLOOD AREA.
3. CONTRACTOR SHALL LOCATE DEPTH OF 6" PVC SERVICE LINE AT
LOCATION OF THE PROPOSED SANITARY SEWER CLEAN-OUT
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY.
4. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
5. CONTOUR INTERVALS ARE 1 FOOT.
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PLUG EXISTING 8"
INVERT 0 353.93'
W BRICK P. MORTAR
Nnw nR FnRMFRL.Y
13� MILASSID MT110iN L ROAD CONNECT TO
DB 4793 PG 443 NEW MANHOLE
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PIN 0797764633
' SANITARY
tiSEWE�12
MENT
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NOW OR FORMERLY
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E=2097399.29
MB 1983 PG 1265
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PIN:0797764728
2 8"INV(SE)=352.76'
PROPOSED 6"0 PVC
l
`t Qo
P P 9F PVC
SERVICE LINE
Z
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E=2097328.79
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IDE NEW BOULDERS
EDGE OF WATER 2 =�
(UNNAMED TRIBUTARY00 5�
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10 TEMPORARY
,CONSTRUCTION NEW SSMH-1
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N=776810.56
E=2097293.18\�-
8"INV(E)=354.17' i
8"INV(SW)=356.09'
4"INV(S)=357.12' EX. SSMH-1 �S
4"INV(W)=357.41' N=776810.56 \ \ A
1 E=2097293.18
NOW OR FORMERLY 8"INV(E)=355.00'
JOHN R AND PMIXNE 4"INV(S)=357.12'
2+00
\ / e� P ;,�s
POIL
\ \ \SF—
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30 DRAINAGE E46Et�41�I1T \
LONG CENTERLINE OF` CREEK
BM1989-1186
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1304 BINLEY PLACE 4"INV(W)=357.41' 10' TEMPORARY
DB 5355 PG 416 MB 1989 8"INV(SW)=356 09' \ CONSTRUCTION EASEMENT
PG 1186 PIN:0797762739
CONNECT TO NEW MANHOLE \ \
REPLACE W/BOULDERS \ \
(PREVIOUSLY REMOVED FOR \ \
CONSTRUCTION) ti
\ 20' SANITARY
SEWER EASEMENT
\ BM18
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SEWER EASEMENT 10' 0 20'
QQ
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�� \\ NOW OR FORMERLY
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\ 8"INV(NW)=352.21' p�9piE � /
3+pp \ 6"INV(N)=355.75' ASSCCWM
10"INV(S)— X49. 71 DB 3392 PG 785
Z� FOS, MB 1983 PG 1265
FS PIN:0797764728 /
_ PLUG EXISTING 10"
2 -4 s, INVERT 0 350.15'
VEER /
W/BRICK & MORTAR
AND NON -SHRINK
GROUT
355
PROPOSED
SILT FENCE
'--FLARED END SECTION ss F
TOP=356.41' \ \
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S�
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ISTURBANCE Q%YS OW ASWGPJ \ ss \
1359 SAWMILL ROAD
0 \ DB 4793 PG 443 \
BM 1983 PG 1108 \
PIN 0797764633 \
EX. SSMH-3 \
RIM=358.03' 20' SANITARY
N=776731.10 SEWER EASEMENT
TEMPORARY CONSTRUCTION BM1989
EASEMENT E=2097360.84
VOW OR FORMERLY
SUBW A. MACK
1300 BINLEY PLACE
DB 8284 PG 363
MB 1989 PG 1186
PIN:0797763710
PLAN VIEW
SCALE: 1" = 20'
N
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s
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NOW OR FORMERLY
YOR\
�IIG OL
1301 BINLEY PLACE
DB 1 6 \
MB 1989989 PGG 11818 6
PIN:0797763631
0+50
1+00
2+00
PROP. SANITARY SEWER
SCALE: H ORI Z. 1 " = 20'
VERT. 1 " = 2'
3+00
4+00
\ \ ss \
EX. SSMH-5
\
RIM -350.00'
\ ss 10"INV(N)=348.60'
ss
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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URS PROJ. NO.
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182
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REVISIONS
DATE
S-5
SEE
C.O.R. STANDARD
D.W.C.
-3-99
SECTION WHEN SECURING FRAME TO
7-2-82
COVER 160
RRH
-30-0(
FINISHED
GRADE
FOR
AND
MANHOLE FRAME
COVER
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SPRING- LINE. MANHOLE
7 1 /2" GASKET
IN VERTICAL
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MINIMUM SIDE
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WHEN ROCK I
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ACCORDANCE
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A–A
OUTSIDE STEPS MUST BE
WITH S-25
12"
NOTES:
PROVIDED. SEE STANDARDS
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM
-28 FOR STEP DETAIL. IN
THE INSIDE FACE OF THE SHORING
AND BRACING.
NON TRAFFIC AREAS, TOP OF
2. NO ROCKS OR BOULDERS 4" OR
LARGER TO BE USED IN INITIAL BACKFILL.
FRAME AND COVER SHALL BE
ELEVATION
3. ALL BACKFILL MATERIAL SHALL
BE SUITABLE NATIVE MATERIAL.
D
o..a .
INSTALLED A MIN. OF 1'
4. BACKFILL SHALL BE TAMPED IN
6" LIFTS IN TRAFFIC AREAS, 12" IN NON–TRAFFIC
A
��a
ABOVE FINISHED GROUND
A
A
AREAS.
5. ACHIEVE 80% COMPACTION IN NON–TRAFFIC AREAS, AND 95% COMPACTION IN
°•�
SURFACE.
SEE SEWER DESIGN
OR REBAR
#3 #4
TRAFFIC AREAS.
SECTION
6. IF IN EASEMENT 4" TOPSOIL, AND
12" CLEAN SELECT FILL MAY BE REQUIRED.a
5/8
CORROSION RESISTANT
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
:
MIN. 9" COMPACTED #67 STONE
STAINLESS STEEL ROD
MATERIAL RUBBER, PLASTIC
a-
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
TYPICAL LIFTING DEVICE SECTION A
/TOP
CITY OF RALEIGH
�. �.o. o .'
CITY OF RALEIGH
OF COVER CITY OF
RALEIGH
CITY OF
RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF
PUBLIC UTILITIES
DEPARTMENT OF
PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
STANDARD PRECAST SANITARY
VANHOLE FRAME
AND WATERTIGHT
SECTION A - A STANDARD
SLIP RESISTANT
REQUIREMENTS FOR DUCTILE IRON
SEWER MANHOLE
COVER
MANHOLE
STEP DETAIL
G.
NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE REVISIONS DATE
DWG. NO. REVISIONS DATE
REVISIONS DATE
DWG. NO. REVISIONS DATE
REVISIONS DATE
D.W.C. 9-3-99
S-20
Y.C.A. 12-31-92 ABB 2-21-05
3-1-87 3-1-87
S-26
ABB 8-29-05
RRH 3-30-0
S- 28
S-4
RRH -30-0
RRH I 3-30-0 D.H.L. 1 6-16-08
RRH 3-30-001
D.H.L. 6/18/08
FINAL
BACKFILL
INITIAL
BACKFILL
SPRING LINE
AUNCHING
\ /\ UNDISTURBED SOIL
#67 STONE
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE ONE 1" VENT HOLE.
27 1 /2"
26 1 /4"
24 1 /16"
1 3/8"
['J�24 1 /2"
28 3/16"
FRAME SECTION
CITY
(2) CAM LOCK
:21'
PINS
3/4"
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27 1 /2"
26 1 /4"
24 1 /16"
1 3/8"
['J�24 1 /2"
28 3/16"
FRAME SECTION
3/4" '
5/8" S
26
1 5/8"— 72 8"
1 3/8"
WIPER GASKE
CAL CAM LOCK MANHOLE
PIPE GRADE FINNED GASKET IN VERTICAL
4" BEDDING FACE OF COVER TO MAKE
WATERTIGHT.
TAMP WELL UNDER MINIMUM 1 1/4"
BOTTOM HALF OF 6" O.D. OF PIPE 6" SIDE �C❑VER
PIPE CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR SDR 35 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC
AREAS.
CITY
(2) CAM LOCK
2) SS ROLL
1/2" DIA x 1
PINS
3/4"
5/16°;
DEPARTMENT
OF
11
O�
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3/4" '
5/8" S
26
1 5/8"— 72 8"
1 3/8"
WIPER GASKE
CAL CAM LOCK MANHOLE
PIPE GRADE FINNED GASKET IN VERTICAL
4" BEDDING FACE OF COVER TO MAKE
WATERTIGHT.
TAMP WELL UNDER MINIMUM 1 1/4"
BOTTOM HALF OF 6" O.D. OF PIPE 6" SIDE �C❑VER
PIPE CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR SDR 35 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC
AREAS.
OTTOM OF FRAME
OPEN
O POSITION
OTTOM OF COVER
LOCKING DEVICE O
FRAME O+
STANDARD - PENTAGON HEAD S.S.
OPTIONAL - S.S. HEX HEAD BOLT
TYPICAL LOCKING DEVICE
CLOSED
POSITION
BOTTOM
OF FRAME
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH S-25 WITH CAM LOCK COVER
DWG. NO. REVISIONS DATE REVISIONS DATE
S-27 RRH
DHL 6-18-0
NOTE:
THE FULL LENGTH OF THE SERVICE DITCH SHALL
BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
DETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL.
*SERVICE LATERAL MATERIAL AS REQUIRED
FINISHED
_ _GRADE
EXISTING MANHOLE
1 PIECE OF PIP
MIN. GRADE 1 %/ = j
\BARREL OF PIPE BEDDING
(CLASS II, III, OR IV)
CORE MANHOLE AND
PROVIDE RUBBER BOOT
1 AND/OR NON–SHRINK
J GROUT
DISTANCE NOT
TO EXCEED 10'
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'UTILITY" PERMIT AND
ARE INSPECTED BY
.THE PLUMBING
• INSPECTOR. DO NOT
'BACKFILL PRIOR TO
'INSPECTION.
7"--4" D.I. OR
PVC PIPE CONNECT
TO EXISTING
SERVICE
COMBINATION WYE
AND 1/8 BEND
(ONE PIECE)
TYPICAL MANHOLE CLEANOUT ASSEMBLY
NOT TO SCALE
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
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FIRE
URBAN FORESTRY
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REVISIONS
DATE
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TYPICAL LOCKING DEVICE
CLOSED
POSITION
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH S-25 WITH CAM LOCK COVER
DWG. NO. REVISIONS DATE REVISIONS DATE
S-27 RRH
DHL 6-18-0
NOTE:
THE FULL LENGTH OF THE SERVICE DITCH SHALL
BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
DETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL.
*SERVICE LATERAL MATERIAL AS REQUIRED
FINISHED
_ _GRADE
EXISTING MANHOLE
1 PIECE OF PIP
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'INSPECTION.
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SERVICE
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AND 1/8 BEND
(ONE PIECE)
TYPICAL MANHOLE CLEANOUT ASSEMBLY
NOT TO SCALE
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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CLIENT PROJ. N0. 11 SHEET I.D.
N/A C_501
URS PROD. NO.
11
60402672 7 of 10

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SEDIMENT AND EROSION CONTROL NOTES:
UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED
IN ACCORDANCE WITH THE EROSION CONTROL LAWS OF THE STATE OF NORTH CAROLINA, SPECIFICALLY THE SEDIMENT
POLLUTION CONTROL ACT OF 1973, AS AMENDED, AND THE LOCAL EROSION AND SEDIMENT CONTROL ORDINANCES.
THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE
CONSTRUCTION SCHEDULE FOR THIS PROJECT AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN PROJECT LIMITS:
1. GENERAL
1.1. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FENCING, FLAGS, SIGNS, ETC.
1.2. LIMIT CLEARING AND GRUBBING OF THE TRENCH TO THE AMOUNT OF PIPE THAT CAN BE CONSTRUCTED IN ONE
DAY. LIMIT TRENCH EXCAVATION TO THE AMOUNT OF PIPE THAT CAN BE CONSTRUCTED AND BACKFILLED IN ONE
DAY, OR 50 LINEAL FEET, WHICHEVER IS LESS. EXCAVATED TRENCH MATERIAL MUST BE STOCKPILED UPSLOPE
OF THE TRENCH. OPEN TRENCHES SHALL BE BACKFILLED AND STABILIZED AT THE CESSATION OF EACH WORK
DAY. ALL DISTURBED SURFACES MUST RECEIVE TEMPORARY STABILIZATION AT THE END OF EACH WORK DAY.
PROVIDE PUMP FILTER BAGS OR OTHER APPROVED DEWATERING DEVICES FOR DEWATERING OF TRENCH
EXCAVATION AS NEEDED. SOIL SUPPLEMENTS, SEED AND MULCH, IF APPLICABLE, SHOULD BE APPLIED WITHIN
SEVEN DAYS AFTER THE PIPELINE/UTILITY LINE IS CONSTRUCTED. ANY TEMPORARY ACCESS CONSTRUCTED FOR
PIPELINE WORK MUST BE STABILIZED WITH A NON—GRADE AGGREGATE.
1.3. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY FOLLOWING
ANY RAINFALL OF 0.5" OR MORE IN A 24—HOUR PERIOD. SEDIMENT ACCUMULATIONS ALONG SILT FENCE AND
OTHER EROSION CONTROL MEASURES SHALL BE PROMPTLY REMOVED. THE PROJECT SUPERINTENDENT SHALL BE
RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
1.4. EROSION AND SEDIMENT CONTROL WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION AND
BUILDUP OR CLOGGING WITH SEDIMENT. CORRECTIVE ACTION WILL BE TAKEN IMMEDIATELY.
1.5. THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE DONE AS SOON AS PRACTICAL AND
AS THE OWNER MAY DIRECT.
1.6. IF EXCAVATED SOIL IS PLACED ON ANY ROADWAY PAVEMENT DURING CONSTRUCTION, CONTRACTOR SHALL
PROVIDE SAND OR SCREENING FINES ALONG PAVEMENT SURFACE FOR SUFFICIENT REMOVAL OF SEDIMENT.
1.7. SPOIL OR DEBRIS SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS OR STREAMS.
1.8. PROVIDE PORTABLE SELF—CONTAINED CONCRETE TRUCK WASHOUT SYSTEM. ALL CONCRETE TRUCKS WILL UTILIZE
PORTABLE WASHOUT SYSTEM FOR CLEAN OUT. NO CONCRETE TRUCK WASHOUT WILL BE ALLOWED TO REACH
GROUND, AND NO CONCRETE WASHOUT DEBRIS SHALL BE ALLOWED ON GROUND.
1.9. REMOVE DEMOLITION DEBRIS FROM SITE ON A DAILY BASIS AND DISPOSE IN ACCORDANCE WITH APPLICABLE
REGULATIONS.
1.10. SITES UTILIZED BY THE CONTRACTOR FOR THE PURPOSE OF STORING EQUIPMENT, EXCESS EXCAVATED
MATERIALS, STRIPPED TOPSOIL, ETC, SHALL BE ENVIRONMENTALLY SUITABLE FOR SUCH PURPOSES AND SHALL
BE APPROVED IN ADVANCE BY THE OWNER. ENVIRONMENTALLY SUITABLE SITES SHALL BE LEVEL, DEVOID OF
MATURE STANDS OF TREES, AND ISOLATED FROM DRAINAGE FACILITIES AND FEATURES, WETLANDS STREAMS, AND
STREAM CORRIDORS. SITES SHALL COMPLY WITH THE REQUIREMENTS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
1.11. CONTRACTOR STAGING, TEMPORARY STORAGE, LAY DOWN AREAS, AND DIRT PILES SHALL BE WITHIN LIMITS OF
DISTURBANCE
1.12. A LAYER OF SAND, FINES, OR SCREENINGS SHALL BE PLACED ON PAVED SURFACES BEFORE DEPOSITION OF
EXCAVATED MATERIAL. AFTER REMOVAL OF EXCAVATED MATERIAL FROM PAVED SURFACES, A MECHANICAL
SWEEPER SHALL BE USED TO REMOVE ALL MATERIAL FROM PAVED SURFACES. PAVED SURFACES SHALL BE
SWEPT ON A DAILY BASIS WITH MATERIAL PLACED ON NON—PAVED SURFACES WITHIN LIMITS OF DISTURBANCE.
1.13. OBTAIN AND PAY FOR EROSION CONTROL PERMITS FOR OFF—SITE STORAGE YARD, BORROW AREA, AND DISPOSAL
AREAS AS REQUIRED. INSTALL AND MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH CONTRACTOR'S
APPROVED PLAN.
1.14. UPON COMPLETION OF PROJECT, THE SELF—INSPECTION/SELF—MONITORING FORMS SHALL BE SUBMITTED TO THE
ENGINEER FOR CONVEYANCE TO THE OWNER FOR REGULATORY RECORD MAINTENANCE TIME PERIOD.
1.15. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF—INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE
FOR LAND—DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE
THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE INSPECTIONS MUST BE
CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. TO SIMPLIFY DOCUMENTATION OF
SELF—INSPECTION REPORTS AND NPDES SELF—MONITORING REPORTS, A COMBINED FORM IS NOW AVAILABLE. THE
NEW FORM WAS DEVELOPED TO SATISFY REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AND
THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, NCGO10000. BEGINNING AUGUST 1, 2013, THE
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA
AND THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. THE COMBINED FORM
SHOULD MAKE IT EASIER TO COMPLY WITH SELF—INSPECTION REQUIREMENTS. THE COMBINED SELF—MONITORING
FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE LAND QUALITY SECTION OF THE RALEIGH DENR OFFICE AT [phone].
2. TEMPORARY SILT FENCE
2.1. SILT FENCE SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD SPECIFICATION 6.62 OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2.2. INSTALL SILT FENCE AS DEPICTED ON DRAWINGS AND IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
3. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
3.1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD
SPECIFICATION 6.06 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3.2. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT WITH PAVED PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING, AND TRANSPORTED
TO A SEDIMENT CONTROL DISPOSAL AREA (STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER).
4. TEMPORARY PUMP AROUND
4.1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AND
STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE INTO A STABLE
VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
4.2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING
BASIN, SEDIMENT BAG, OR OTHER ACCEPTED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER
DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING OUTLET EROSION
BETWEEN THE SILT BAG AND CHANNEL.
4.3. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
4.4. WHEN REPLACING CULVERTS, THE CONTRACTOR SHALL PLACE SAND BAGS ACROSS THE ENTIRE DOWNSTREAM
FACE OF EACH PIPE TO PREVENT BACKFLOW DURING PUMP AROUND ACTIVITIES.
4.5. DEWATERING BAG NOTES:
4.5.1. THE DEWATERING BAG SHALL BE MADE OF NON—WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA OF 225
SQUARE FEET.
4.5.2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE WITH
HIGH STRENGTH THREAD.
4.5.3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.
4.5.4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON—WOVEN FABRIC.
4.5.5. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE—DISTURBANCE HYDROLOGY IS
NOT CHANGED.
5. TEMPORARY STREAM CROSSING
5.1. TEMPORARY STREAM CROSSING SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD SPECIFICATION 6.70 OF
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6. SANDBAG COFFERDAM
6.1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WORK IN THE DRY.
6.2. PUMPING MAY BE REQUIRED TO KEEP WORK AREA DEWATERED.
6.3. ENCROACHMENT INTO WATERCOURSE SHOULD BE MINIMIZED.
6.4. COFFERDAM SHALL BE REMOVED WHEN WORK IS COMPLETE AND SHALL NOT BE LEFT UNATTENDED FOR ANY 24
HOUR PERIOD.
7. STREAM BANK RESTORATION
7.1. STREAM BANK RESTORATION SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD SPECIFICATION 6.73 OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7.1. RIP RAP AND GEOTEXTILE ALONE SHOULD NOT BE USED ON SLOPES GREATER THAN 2H:1 V.
7.2. ON SLOPES BETWEEN 2H:1 V AND 1.5H:1 V RIP RAP MAY BE BEDED IN 6" OF #57 STONE. CONSULT ENGINEER
PRIOR TO INSTALLATION.
7.3.
THICKNESS OF RIP RAP (T)
SHOULD BE NO LESS THAN 1.5 X D50
(APPROXIMATELY
21" FOR CLASS II).
7.4.
DEPTH OF THE TOE SHOULD
BE APPROXIMATELY 1.5 X THICKNESS
(APPROXIMATELY
30" FOR CLASS II).
7.5.
RIP RAP SLOPE PROTECTION
IS MODIFIED FROM VDH&T AND NCDENR LAND QUALITY
SECTION EROSION AND
MAY 1—SEPT. 1
SEDIMENT CONTROL DESIGN
MANUAL.
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN 3:1
8. SEEDING
AND STABILIZATION
;
4,000
STEEPER THAN 2:1, 14 DAYS
8.1.
ANY AREAS WHICH ARE NOT
TO BE FURTHER GRADED WITHIN A 14—DAY
PERIOD, OR
WHICH HAVE NOT BEEN
7 DAYS FOR SLOPES GREATER
GRADED WITHIN 14 DAYS SHALL
BE SEEDED IN ACCORDANCE WITH
THE FOLLOWING:
ALL OTHER AREAS WITH
SITE DESCRIPTON
STABILIZATION TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
WITHIN NCDOT RIGHT-OF-WAY:
JAN. 1—DEC.31
DITCHES, AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
ZONES
30
MAY 1—SEPT. 1
ADD BROWNTOP MILLET*
10
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN 3:1
7 DAYS
IN LENGTH AND ARE NOT
;
4,000
STEEPER THAN 2:1, 14 DAYS
10/20/2020
500
ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
EMULSIFIED ASPHALT
480 GAL/ACRE
THAN 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE, EXCEPT FOR
SLOPES FLATTER THAN 4:1
TALL FESCUE
PERIMETERS AND ZONES
8.2. CUT AND FILL SLOPES ARE TO BE VERTICALLY TRACKED, HORIZONTALLY SCARIFIED, MATTED, OR OTHERWISE
CONSTRUCTED TO ENHANCE VEGETATIVE GROWTH AND EXPEDITE STABILIZATION. SEEDING SHALL BE INSTALLED AS
PORTIONS OF THESE SLOPES ARE COMPLETED.
9. PERMANENT SEEDING
9.1. PERMANENT SEEDING SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD SPECIFICATION 6.11 OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
9.2. PERMANENTLY STABILIZE ALL DISTURBED AREAS BY SEEDING AND MULCHING PER THE CONTRACT SPECIFICATIONS,
MINIMUM.
9.3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED.
AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. UPON FINAL ACCEPTANCE OF COMPLETE
STABILIZATION OF THE SITE BY THE ENGINEER AND NCDENR, REMAINING TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES MAY BE REMOVED. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR.
9.4. IF AT ANY TIME BEFORE THE EXPIRATION OF THE CONTRACT BOND ANY PART OF THE SEEDED AREA IS NOT IN
GOOD CONDITION, THE CONTRACTOR SHALL FERTILIZE AND RESEED AS OFTEN AS NECESSARY TO GET A GOOD
STAND OF GRASS.
9.5. HYDROSEEDING SHALL NOT BE ALLOWED ON THIS PROJECT. CRIMPING STRAW MULCH SHALL NOT BE ALLOWED
ON THIS PROJECT.
9.6. SEED SHALL BE UNIFORMLY BROADCAST AND LIGHTLY CULTIVATED PRIOR TO MULCH AND TACKIFER OPERATIONS.
9.7. MULCH AND TACKIFIER OPERATIONS SHALL BE COMPLETED WITHIN 24 HOURS OF SEEDING.
9.8. VEGETATIVE STABILIZATION NOTES:
9.8.1. SCARIFY SUBSOIL TO MINIMUM 3' DEPTH. REMOVE DEBRIS GREATER THAN 1.5" IN SIZE IN ANY DIMENSION.
9.8.2. UNIFORMLY APPLY A MINIMUM OF 4" OF TOPSOIL AND LIGHTLY CULTIPACK.
9.8.3. APPLY LIMESTONE AT 4,000 LB/ACRE AND FERTILIZE 500 LB/CRRE (10-20-20) OR PER SOILS TEST.
LIMESTONE MAY BE OMITTED FOR TEMPORARY SEEDING REQUIREMENTS.
9.8.4. UNIFORMLY INCORPORATE LIMESTONE, AS APPLICABLE, AND FERTILIZE INTO UPPER 2" TO 3" OF SEEDBED.
9.8.5. SEED MIXTURES, SOIL AMENDMENTS, MULCH AND TACKIFER RATES ARE AS FOLLOWS:
PERMANENT SEEDING REQUIREMENTS
PLANTING DATES
MATERIAL DESCRIPTION
POUNDS/ACRE
WITHIN NCDOT RIGHT-OF-WAY:
JAN. 1—DEC.31
TALL FESCUE
50
Ld O
0 Z
KENTUCKY BLUGRASS
15
m
HARD FESCUE
30
MAY 1—SEPT. 1
ADD BROWNTOP MILLET*
10
AUG. 1—JUNE 1
ADD RYE GRAIN
25
LIME
;
4,000
FERTILIZER
10/20/2020
500
MULCH
STRAW
4,000
TACKIFIER
EMULSIFIED ASPHALT
480 GAL/ACRE
/1
OR TACKIFIER HYDROMULCH
1,500
OUTSIDE NCDOT RIGHT-OF-WAY
AUG. 15—NOV.1 & MAR.
1—APR. 15
TALL FESCUE
300
NOV. 1—MAR. 1
TALL FESCUE
300
RYE GRAIN
25
APR. 15—MAR. 1
HULLED COMMON
BERMUDAGRASS
25
JUL. 1—AUG. 15
HULLED COMMON TALL FESCUE
25
BROWNTOP MILLET*
25
LIME
4,000
FERTILIZER
10/20/2020
500
MULCH
SMALL GRAIN STRAW
4,000
TACKIFIER
EMULSIFIED ASPHALT
480 GAL/ACRE
OR TACKIFER HYDROMULCH
1,500
* TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. TEMPORARY
VEGETATION SHALL NOT BE ALLOWED TO GROW OVER 12—INCES IN HEIGHT BEFORE MOWING: OTHERWISE
FESCUE MAY BE SHADED OUT.
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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CLIENT PROJ. N0. 11 SHEET I.D.
N/A C-502
URS PROJ. NO.
60402672 IF 8 of 10

GRAVEL ENTRANCE SHALL BE MINIMUM 50 FEET IN LENGTH AND 12
FEET IN WIDTH WITH 20 FOOT RADIUS AT EXISTING ROADWAY
PLAN VIEW
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NOTES:
1. AGGREGATE SIZE - USE 2-3 INCH WASHED STONE (SURGE
STONE OR RAILROAD BALLAST).
2. GRAVEL PAD THICKNESS - 6 INCHES MINIMUM.
3. WIDTH - 20 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS
OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS
GREATER.
4. LENGTH - 50 FT. MINIMUM.
5. LOCATION - INSTALL CONSTRUCTION ENTRANCES AT LOCATIONS
SHOWN ON THESE PLANS TO LIMIT SEDIMENT FROM LEAVING
THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
2"-3" WASHED STONE
(SURGE STONE OR
RAILROAD BALLAST)
SITE
ACCESS
SUITABLE SUBGRADE
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
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ORANGE, UV RESISTANT,
HIGH -TENSILE STRENGTH,
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GRADE
SKETCH SHOWING TREE DRIP LINE
IN RELATION TO FENCE LOCATION
FOR CHAMPION TREE
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d 18"
;., DO NOT ENTER
d -
WARNING SIGN DETAIL
NOTE: FOR TREE PROTECTION ONLY
MINIMUM 10
LINE WIRES
8'-0" MAXIMUM
FRONT VIEW
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
m
GRADE
2'-0"
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE.
3. SILT FENCE IS ROUTINELY DISPLAYED ON THE PLANS AT THE OUTSIDE EDGE OF CONSTRUCTION BOUNDARY LINES (IE: RIGHT OF WAY AND
PERMANENT/TEMPORARY UTILITY EASEMENTS) IN ORDER TO PREVENT LINE OVERLAP. WHEN SHOWN THIS WAY, INSTALL SILT FENCE WITHIN THE
CONSTRUCTION LIMITS. SILT FENCE IS NEVER TO BE INSTALLED ON PROPERTY NOT PERMITTED FOR CONSTRUCTION.
STANDARD TEMPORARY SILT FENCE—SF
NOT TO SCALE
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 500' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 300' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BASED ON ACTUAL FIELD CONDITIONS.
9. MODIFICATIONS TO THE ABOVE FENCE SPECIFICATIONS MAY BE ALLOWED BUT MUST BE APPROVED
BY THE ENGINEER.
10. INSTALL TREE PROTECTION FENCING PRIOR TO ANY OTHER WORK.
11. ENLIST THE SERVICES OF QUALIFIED CERTIFIED ARBORIST TO IDENTIFY ANY CHAMPION TREES.
PROVIDE ARBORIST'S FINDINGS IN WRITING TO ENGINEER.
12. INSTALL TREE PROTECTION FENCING AS SHOWN ON DRAWINGS AT EDGE OF CONSTRUCTION ZONE,
AND AROUND CHAMPION TREES. DUE TO LINE OVERLAP, TREE PROTECTION FENCING IS ROUTINELY
DISPLAYED ON THE OUTSIDE EDGE OF CONSTRUCTION BOUNDARY LINES (IE: RIGHT-OF-WAY AND
PERMANENT/TEMPORARY UTILITY EASEMENTS). WHEN SHOWN THIS WAY, INSTALL TREE
PROTECTION FENCE WITHIN THE CONSTRUCTION LIMITS.
13. TREE PROTECTION FENCING SHALL BE INSTALLED AT DRIPLINE OF CHAMPION TREES. OTHER
TREES SHALL HAVE FENCING INSTALLED NO CLOSER THAN SIX (6) FEET TO TRUNK PREFERABLY
ONE (1) FOOT DISTANCE PER INCH CALIPER OF TREE.
14. NO ACTIVITY IS ALLOWED WITHIN FENCED AREAS. PREVENT SOILS, MATERIALS OR DEBRIS FROM
ENTERING FENCED AREAS.
15. NO ENCROACHMENT IS ALLOWED WITHIN CRITICAL ROOT ZONES OF CHAMPION TREES, OR WITHIN
TREE PROTECTION ZONES UNLESS APPROVED BY THE ENGINEER. PROTECT LIMBS OF CHAMPION
TREES FROM DAMAGE.
16. REMOVE ALL FENCING POSTS AND SIGNS PRIOR TO FINAL INSPECTION.
17. CHAMPION TREES SHALL BE AS DESIGNATED BY NORTH CAROLINA DEPARTMENT OF FOREST
RESOURCES.
STANDARD TREE PROTECTION FENCE—TPF
NOT TO SCALE
TOP OF
MUST BE
ABOVE T
THE WAS
STEEL FI
Wu
HARDWAR
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE
4' MIN.
3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
JCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO
ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET—SFO
NOT TO SCALE
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NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE.
3. SILT FENCE IS ROUTINELY DISPLAYED ON THE PLANS AT THE OUTSIDE EDGE OF CONSTRUCTION BOUNDARY LINES (IE: RIGHT OF WAY AND
PERMANENT/TEMPORARY UTILITY EASEMENTS) IN ORDER TO PREVENT LINE OVERLAP. WHEN SHOWN THIS WAY, INSTALL SILT FENCE WITHIN THE
CONSTRUCTION LIMITS. SILT FENCE IS NEVER TO BE INSTALLED ON PROPERTY NOT PERMITTED FOR CONSTRUCTION.
STANDARD TEMPORARY SILT FENCE—SF
NOT TO SCALE
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 500' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 300' ON CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BASED ON ACTUAL FIELD CONDITIONS.
9. MODIFICATIONS TO THE ABOVE FENCE SPECIFICATIONS MAY BE ALLOWED BUT MUST BE APPROVED
BY THE ENGINEER.
10. INSTALL TREE PROTECTION FENCING PRIOR TO ANY OTHER WORK.
11. ENLIST THE SERVICES OF QUALIFIED CERTIFIED ARBORIST TO IDENTIFY ANY CHAMPION TREES.
PROVIDE ARBORIST'S FINDINGS IN WRITING TO ENGINEER.
12. INSTALL TREE PROTECTION FENCING AS SHOWN ON DRAWINGS AT EDGE OF CONSTRUCTION ZONE,
AND AROUND CHAMPION TREES. DUE TO LINE OVERLAP, TREE PROTECTION FENCING IS ROUTINELY
DISPLAYED ON THE OUTSIDE EDGE OF CONSTRUCTION BOUNDARY LINES (IE: RIGHT-OF-WAY AND
PERMANENT/TEMPORARY UTILITY EASEMENTS). WHEN SHOWN THIS WAY, INSTALL TREE
PROTECTION FENCE WITHIN THE CONSTRUCTION LIMITS.
13. TREE PROTECTION FENCING SHALL BE INSTALLED AT DRIPLINE OF CHAMPION TREES. OTHER
TREES SHALL HAVE FENCING INSTALLED NO CLOSER THAN SIX (6) FEET TO TRUNK PREFERABLY
ONE (1) FOOT DISTANCE PER INCH CALIPER OF TREE.
14. NO ACTIVITY IS ALLOWED WITHIN FENCED AREAS. PREVENT SOILS, MATERIALS OR DEBRIS FROM
ENTERING FENCED AREAS.
15. NO ENCROACHMENT IS ALLOWED WITHIN CRITICAL ROOT ZONES OF CHAMPION TREES, OR WITHIN
TREE PROTECTION ZONES UNLESS APPROVED BY THE ENGINEER. PROTECT LIMBS OF CHAMPION
TREES FROM DAMAGE.
16. REMOVE ALL FENCING POSTS AND SIGNS PRIOR TO FINAL INSPECTION.
17. CHAMPION TREES SHALL BE AS DESIGNATED BY NORTH CAROLINA DEPARTMENT OF FOREST
RESOURCES.
STANDARD TREE PROTECTION FENCE—TPF
NOT TO SCALE
TOP OF
MUST BE
ABOVE T
THE WAS
STEEL FI
Wu
HARDWAR
FILTER OF #57
WASHED STONE
BURY WIRE FENCE AND HARDWARE
4' MIN.
3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
JCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF
STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO
ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET—SFO
NOT TO SCALE
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CLIENT PROJ. NO. SHEET I.D.
NSA C-503
URS PROD. NO.
60402672 II g of 10

PROVIDE HIGH STRENGTH
DOUBLE STITCHED J
TYPE SEAMS
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
HEAVY DUTY WATER FLOW
DIRTBAG 55 FROM PUMP
OR EQUAL
OPENING TO ACCOMMODATE
UP TO 4" DISCHARGE HOSE
(3" THICK NCDOT NO. 57 STONE)
SEDIMENT DIKE
DEWATERING BAG NOTES:
1. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE WITH
A MIN. SURFACE AREA OF 225 SQUARE FEET.
2. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING
A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD.
3. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884
TEST METHOD.
4. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON -WOVEN FABRIC.
5. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT
PRE -DISTURBANCE HYDROLOGY IS NOT CHANGED.
DEWATERING BAG
ACCEPTED DEWATERING DEVICE (SILT BAG) PROVIDE
POSITIVE DRAINAGE FROM SILT BAG TO STREAM
DISCHARGE HOSES STREAM
_ DIVERSION PUMPS
P INTAKE HOSE
DEWATERING PUMP
P
FLOW
FLOW INTAKE HOSE -
SUMP -HOLE OR POOL
CLEAN WATER (12"TO 18" DEEP, 2'
DIKE
DIA.)
PLAN VIEW
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE
WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP
SHOULD DISCHARGE INTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR
SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE
SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER ACCEPTED DEVICE. THE
MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL
BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING OUTLET EROSION BETWEEN
THE SILT BAG AND CHANNEL.
3. AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE MATTED.
4. WHEN REPLACING CULVERTS, THE CONTRACTOR SHALL PLACE SAND BAGS ACROSS THE
ENTIRE DOWNSTREAM FACE OF EACH PIPE TO PREVENT BACKFLOW DURING PUMP AROUND
ACTIVITIES.
5 TEMPORARY PUMP AROUND
C-504 NOT TO SCALE
ILII,
II �II
NOT STREAM
-504
ING DETAI
FLOW
NOTES
1. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING WORK IN THE DRY.
2. PUMPING MAY BE REQUIRED TO KEEP
WORK AREA DEWATERED.
3. ENCROACHMENT INTO WATERCOURSE
SHOULD BE MINIMIZED.
4. COFFERDAM SHALL BE REMOVED WHEN
WORK IS COMPLETE AND SHALL NOT BE
LEFT UNATTENDED FOR ANY 24 HOUR
PERIOD.
FLOW
A
PLAN VIEW
SECTION A -A
CROSS SECTION OF SANDBAG COFFERDAM
6 SANDBAG COFFERDAM
C2
0 NOT TO SCALE
NOTES:
1. RIP RAP AND GEOTEXTILE ALONE SHOULD NOT BE USED ON SLOPES GREATER THAN 2H:1V.
2. ON SLOPES BETWEEN 2H:1 V AND 1.5H:1 V RIP RAP MAY BE BEDED IN 6" OF #57 STONE. CONSULT ENGINEER PRIOR TO
INSTALLATION.
3. THICKNESS OF RIP RAP (T) SHOULD BE NO LESS THAN 1.5 X D50 (APPROXIMATELY 21" FOR CLASS II).
4. DEPTH OF THE TOE SHOULD BE APPROXIMATELY 1.5 X THICKNESS (APPROXIMATELY 30" FOR CLASS II).
5. RIP RAP SLOPE PROTECTION IS MODIFIED FROM VDH&T AND NCDENR LAND QUALITY SECTION EROSION AND SEDIMENT
CONTROL DESIGN MANUAL.
-$04 CROSS SECTION DETAIL
STREAM BANK
NOT TO SCALE
CITY OF RALIEGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
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CLIENT PROJ. NO. IIII SHEET I.D.
NSA 11 C-504
URS PROD. NO.
60402672 II 10 of 10