20140325 Ver 2_FINAL DESIGN_20161121

CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT o
DEVELOPMENT
Project Data Sheet SERVICES
DEPARTMENT
Development Services Customer Service Center I I Exchange Plaza, Suite 4001 Raleigh, NC 276011919-996-2495
Litchford Satellite Office 18320 — 130 Litchford Road I Raleigh, NC 276011919-9964200
GENERAL INFORMATION
Development Name: N/A
Proposed Use: Sewer Interceptor
Property Address(es): See Drawings
Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply:
PIN #See Drawings PIN #See Drawings PIN #See Drawings PIN #See Drawings
What is the project type? ❑Apartment ❑Bank ❑Elderly Facility ❑Hospital ❑Hotel/Motel ❑Industrial Building
❑Mixed Residential ❑Non -Residential Condo ❑Office ❑Religious Institution ❑Residential Condo ❑Retail
❑School ❑Shopping Center ❑Single Family Residential ❑Telecommunication Tower ❑Townhouse 40ther
Scope of Work:
Upgrade approximately 16,000 LF of existing 48" and 54" concrete interceptor. The
existing 48" and 54" pipes will be replaced by new 66" and 72" pipe, respectively.
FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY
1. Total number of townhouse lots: N/A Number attached: N/A Number detached: N/A
2. Total number of apartment or condominium units: N/A
3. Total number of Congregate Care or Life Care Dwelling units: N/A
4. Overall total number of dwelling units (from 1-3 above): N/A
5. Number of bedroom units: 1 BR N/A 2BR N/A 3BR N/A 4BR or more N/A
6. Overall unit(s) per acre densities per zoning district(s): N/A
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
Zoning Information
Zoning District(s): N/A
If more than one district, provide acreage of each.
N/A
Building Information
Proposed use of building(s): N/A
Proposed Sq. Ft. of building(s) gross:
N/A
Existing Sq. Ft. of building(s) gross: N/A
Overlay District(s): N/A
Total site acreage: N/A
Total Sq. Ft. gross (existing and proposed): N/A
Off street parking: Required N/A Provided N/A
Proposed height of building(s): N/A
COA (Certificate of Appropriateness) case # N/A
FAR (floor area ratio) %: NIA
BOA (Board of Adjustment) case # A - N/A
Building lot coverage %: N/A
CUD (Conditional Use District) case # Z - N/A
Inside City Limits? ❑ Yes ❑ No
STORMWATER INFORMATION
Existing impervious surface: 9,53 / 415,069 acres/square feet
Proposed impervious surface: 0.27 / 11,685 acres/square feet
Neuse River buffer: *Yes ❑No Wetlands: []Yes ❑No
Flood Hazard Area: 0 Yes ❑No If yes, Alluvial Soils: Yes Flood Study: NO FEMA Map Panel #: 1722, 23, 32
Total disturbed area: 35.05 acres acres/square feet
PAGE 1 OF 1
WWW.RALEIGHNC.GOV
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 UTILITY
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
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 919-996-2409, AND
THE PUBLIC UTILITIES DEPARTMENT AT
919-996-4540 AT LEAST TWENTY FOUR HOURS
PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
FAILURE TO NOTIFY BOTH THE 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.
REVISION 03.22.16
PUBLIC
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE
CONNECTION AND EXTENSION OF THE CITY'S PUBLIC
WATER 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 UTILITY
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
PUBLIC
REUSE DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE
CONNECTION AND EXTENSION OF THE CITY'S PUBLIC
REUSE 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 UTILITY
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
OCTOBER 28,2016
2
C o-
P\V*')�\
OWNER:
s
C
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
Address: One Exchange Plaza
Suite 620
Raleigh, NC 27601
Mailing Address: P.O. Box 590
Raleigh, INC 27602
Phone: [phone]
Fax: [phone]
PUBLIC UTILITIES DIRECTOR
ROBERT MASSENGILL
v
44 MCMM&CREED
1730 Varsity Dr, Raleigh, North Carolina 27606
F-1222
MCKIM & CREED PROJECT NO. 0592-0046
11171Mr1 1rnT A Mr A
PUBLIC IMPROVEMENT
QUANTITIES CHART
MATERIAL
QUANTITY
GRAVITY SEWER
—
72" FRP
8564 LF
72" RCP
1388 LF
66" FRP
5552 LF
66" RCP
796 LF
60" FRP
55 LF
48" FRP
60
48" RCP
64 LF
48" DIP
515
36" DIP
515
20" DIP
515
8" DIP
1026 LF
MANHOLES
63 EA
WATERLINE
—
8" DIP
339 LF
12" DIP
2718 LF
REUSE WATERLINE
—
16" DIP
1446 LF
6" DIP
30
STORM SEWER
—
6'x2' BOX CULV.
335 LF
3.25'x4' BOX CULV.
73 LF
36" RCP
144 LF
30" RCP
371 LF
24" RCP
255 LF
18" RCP
42 LF
15" RCP
199 LF
12" RCP
86 LF
STORM BOXES
13 EA
N
VICINITY MAP
N.T.S
FINAL DESIGN
NOT FOR CONSTRUCTION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
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EX. WALNUT CREEK
PUMP STATION
t --EX. SIPHONS
PROPOSED
STAGING AND
LAYDOWN AREA
ALONG ACCESS
ROAD
EX. OCTAGONAL
JUNCTION BOX
TBM
CHISEL MAf7K ON SSMH
LID ELEV=187.98'
ITCHMISEL MARK ON
C 1 LID ELEV=189.41'
EX. ABT66 STREAM S1006
CRREINTERCEPTORS PROPOSED -
STAGING AND
LAYDOWN AREA
STREAM S2000
POOLE R)D\.
•=*Wda NO
•
DUKE ENERGY 90' WALNUT CREEK -
TRANSMISSION R/W
TBM
NUT ON FIRE HYDRANT
ELEV=202.21'
AX.6
IN CP&L
LE
27'
20" PI
PROPOSED STAGING
AND LAYDOWN AREA
TOM CTOP OF COTTON SPINDLE C9(�
CP&L POWER POLE ;
ELEV=193.96' I
DUKE ENERGY 200' I
TRANSMISSION R/W
r
M
6' \ POWER POLE �P&L
♦ - :���
• •In-
•
arillyl
_ STREAM S4000 ,ZSTREAM S5060 y�
m a �� R
4
EX. 24" BIG BRANCH
FORCEMAIN
TBM
BENCH TIE IN 22" PINE
ELEV=191.67'
TBM
BENCH TIE IN 24"
SWEETGUM ELEV
DESCRIP11ONS
REVIISIONS
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�MC1<19\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
C1
C12
STREAM S10,000
PROPOSED
TBM
BENCH TIE IN 22" OAK
ELEV=195.13'
TBM
BENCH TIE IN 10"
SEEETGUM ELEV=197.93'
MCH TIE IN 15" OAK
V=210.92'
C12
C
TIE IN 15"
,RE ELEV=1
A �
PROPOSED
STAGING AND
LAYDOWN AREA
C1
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z
03
10,
\\ 0
Yigjl�
MICROTUNNEL // J WALNUT
I I I I n STREAM S11,000 CREEK �j \
PROPOSED TEMP. CONST.
INVERTED SIPHON �.� ACCESS ROUTE
SOFTBALL T'M
RR SPIKE IN 15" OAK
COMPLEX ELEV=206.95'
LINETYPES: LEGEND
EXIST. CREEK OR DITCH PROJECT CONTACT INFORMATION:
PARCEL BOUNDARY 1. OWNER: CITY OF RALEIGH PUBLIC UTILITIES DEPT.
CONSTRUCTION PROJECT ADMINISTRATOR
- - - - - PROPOSED EASEMENT ED STEMPIEN, PE
EXISTING EASEMENT ONE EXCHANGE PLAZA, SUITE 620
RALEIGH, NC 27601
0 o FENCE PHONE: [phone]
FM EXIST. FORCE MAIN
2. ENGINEER:
W EXIST. WATER LINE McKIM & CREED, INC.
RU EXIST. REUSE WATER LINE PROJECT ENGINEER - BEN LATINO, PE
1730 VARSITY DRIVE, SUITE 500
G EXIST. GAS LINE RALEIGH, NC 27606
x EXIST. WATER VALVE PHONE: [phone]
EXIST. GAS VALVE 3. CITY OF RALEIGH PARKS AND REC.
EXIST. OVERHEAD ELEC. LISA POTTS
OHE EL=100.0' 222 W. HARGETT ST.
- - - - - - - EXIST. SANITARY SEWER INTERCEPTOR RALEIGH, NC 27601
EXIST. SANITARY SEWER PHONE: [phone]
TPF TREE PROTECTION FENCE 4. NCDOT - DISTRICT OFFICE (DISTRICT 1)
SF SILT FENCE REID ELMORE, DISTRICT ENGINEER
4009 DISTRICT DRIVE
SSF TEMPORARY SILT FENCE RALEIGH, NC 27607
IN HIGH HAZARD AREAS
PHONE: [phone]
SF/TPF COMBINATION SILT FENCE/
TREE PROTECTION FENCE 5. DUKE ENERGY PROGRESS
____L0D- LIMITS OF DISTURBANCE a. DISTRIBUTION:
WANDA BONCHEK
-R/W- RIGHT-OF-WAY PHONE: [phone]
� �; �,, EXISTING TREE LINE
b. TRANSMISSION:
CLEARING LIMITS BRUCE PAIT
Z1 NEUSE RIPARIAN BUFFER ZONE 1 BOUNDARY PHONE: [phone]
Z2 NEUSE RIPARIAN BUFFER ZONE 2 BOUNDARY 6. AT&T
100 FP 100 -YEAR FLOODPLAIN BOUNDARY RJ VANSTEENBURGEN HOMER MARONIA
5715 GLEN WOOD AVE.
TOP OF BANK STREAM TOP OF BANK RALEIGH NC, 27612
WETLANDS PHONE: [phone] [phone]
EXISTING RIP -RAP 7. TIME WARNER
EXISTING EOP (EDGE OF PAVEMENT) DALE RADFORD
1100 PERIMETER PARK DR, SUITE 118
EXISTING BUILDING MORRISVILLE, NC 27560
PHONE: [phone]
°o°°0- 0p°°p°°p°o° TEMPORARY CONSTRUCTION ENTRANCE
8. PSNC
TEMPORARY STRAW W/NET LINER FRANCIS GRIMSLEY
■ ■ SEDIMENT TRENCH PHONE: [phone] (OFFICE)
TEMPORARY DIVERSION DITCH PHONE: [phone] (CELL)
EMAIL: FGRIMSLEY©SCANA.COM
RIP RAP SPILLWAY
CONCRETE WASHOUT PIT
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
SHEET INDEX MAP, GENERAL NOTES
LEGEND, & PROJECT CONTACTS
i
WALNUT CREEK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
P P
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
SHEET INDEX MAP
ABBREVIATIONS:
BBREVIATIONSRRUGATED
CMP
CORRUGATEDMETAL PIPE
SCALE: 1"=600'
LOD
LIMITS OF DISTURBANCE
SN
STIFFNESS (PIPE)
GENERAL NOTES:
CB
CATCH BASIN
CI
CURB INLET
1.
CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, LOCATION AND MATERIAL OF ALL UNDERGROUND
20.
CONTRACTOR SHALL PROVIDE BYPASS PUMPING EQUIPMENT AND APPURTENANCES TO REDIRECT
CMF
CONCRETE MONUMENT FOUND
UTILITIES PRIOR TO THE START OF CONSTRUCTION. PLANS WERE PREPARED WITH THE BEST
FLOW AROUND EXISTING SANITARY SEWER LINES WHEN CONNECTING TO THE NEW MAIN. FLOW SHALL
CO
CLEAN-OUT
AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE
NOT BE RETURNED TO EXISTING SEWER UNTIL THE NEW SEWER LINE IS INSTALLED AND COMPLETELY
CONC.
CONCRETE
FACT THAT THE 1-440 ROADWORK WAS ONGOING AT THE TIME OF DESIGN AND ACTUAL CONDITIONS
BACKFILLED. CONTRACTOR WILL BE REQUIRED TO SUBMIT DETAILED TEMPORARY PIPE SUPPORT AND
DB
DEED BOOK
MAY DIFFER FROM THOSE SHOWN ON THE PLANS.
BYPASS PUMP PLAN FOR EACH PIPE TO BE SUPPORTED FOR APPROVAL BY THE OWNER AND
PG
PAGE
2.
THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION
ENGINEER PRIOR TO IMPLEMENTATION. IF THE CONTRACTOR PREFERS TO REMOVE AND REPLACE THE
DI
DROP INLET
MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS AND LIMITED SUBSURFACE UTILITY
EXISTING PIPE, A DETAILED REHABILITATION AND REPLACEMENT PLAN MUST BE SUBMITTED FOR
FES
FLARED END SECTION
INVESTIGATIONS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES
APPROVAL BY OWNER AND ENGINEER WITH BYPASS PUMP PLAN.
FFE
FINISHED FLOOR ELEVATION
AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND CABLES
21.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORM DRAINAGE DURING CONSTRUCTION
FHA
FIRE HYDRANT ASSEMBLY
MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND
SUCH THAT PRE-EXISTING DRAINAGE CAPACITY IS CONTINUOUSLY PROVIDED. TEMPORARY STORM
FH
FIRE HYDRANT
UTILITIES AND CABLES COULD CONFLICT WITH THE SEWER MAIN CONSTRUCTION AS SHOWN.
BASINS, PIPES, AND PUMPS SHOULD BE USED IF NECESSARY. PERMANENT STORM DRAINAGE
RCP
REINFORCED CONC. PIPE
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ALL POTENTIAL CONFLICTS.
STRUCTURES AND PIPES SHALL BE REPLACED AS SOON AS POSSIBLE.
CPP
CORRUGATED PLASTIC PIPE
3.
THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ANY UTILITIES, STRUCTURES, POWER
22.
ALL STORM DRAINAGE TO BE REPLACED AT THE EXISTING ELEVATION AND LOCATIONS UNLESS
PVC
POLYVINYL CHLORIDE
POLES, PIPE LINES AND CONDUITS WHICH MAY BE ENCOUNTERED DURING COMPLETION OF THE WORK
NOTED OTHERWISE.
FGP
FIBERGLASS PIPE
AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL APPLY NECESSARY MEANS TO
23.
SEWER SERVICES TO REMAIN ACTIVE AT ALL TIMES EXCEPT DURING CONNECTION OF SERVICE TO
INV
INVERT
PROTECT THE EXISTING REUSE LINE WHILE INSTALLING GRAVITY SEWER AND MANHOLES. ANY
NEW SEWER MAIN. COORDINATE ANY SERVICE INTERRUPTION WITH CORPUD AND OWNER/OCCUPANT.
IE
INVERT ELEVATION
DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY THE
24.
CONTRACTOR SHALL TAKE STEPS NECESSARY TO PROTECT EXISTING UTILITIES FROM DAMAGE
IPF
IRON PIPE FOUND
CONTRACTOR OR UTILITY OWNER ( WHERE REQUIRED)TO THE SATISFACTION OF THE ENGINEER AT
DURING BLASTING. MUCH OF THE CONSTRUCTION WILL OCCUR PARALLEL TO THE CORPUD'S EXISTING
IRF
PHMH
IRON ROD FOUND
PHONE MANHOLE
THE CONTRACTOR'S EXPENSE.
SEWER MAINS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGED UTILITIES, SPILLS,
RR SPIKE
RAILROAD SPIKE
4.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
CONTAMINATIONS, CLEANUP, VIOLATIONS, FINES, ETC. CAUSED BY CONSTRUCTION OF THIS PROJECT
R/W MON
RIGHT-OF-WAY MONUMENT
SPECIFICATIONS AND COMPLY WITH THE CITY'S CURRENT HANDBOOK.
(INCLUDING BLASTING).
SDMH
MANHOLE (STORM DRAIN)
5.
CONTRACTOR SHALL REMOVE/RESET/REPLACE ALL DISTURBED MAILBOXES, SIGNS, PROPERTY IRONS,
25.
CONTRACTOR MAY REMOVE TEMPORARY SLOPE DRAIN LINE TO INSTALL GRAVITY SEWER LINE.
MH
MANHOLE (SEWER)
ETC. IN LIKE KIND OR BETTER CONDITION. COST INCURRED FOR THESE INCIDENTAL ITEMS SHALL BE
TEMPORARY SLOPE DRAINS SHALL BE REINSTALLED BY THE END OF THE DAY THAT THEY ARE
GTS
GAS TEST STATION
INCLUDED IN UNIT PRICE BID ITEMS. PROPERTY IRONS MUST BE REPLACED BY A N.C. PLS.
REMOVED.
TRANS
TRANSFORMER
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PROCEDURES, PRACTICES, AND
26.
PLAN AND PROFILE SHEET HORIZONTAL AND VERTICAL SCALES VARY BASED ON NEED FOR LARGER
NCDOT
NORTH CAROLINA DEPT. OF TRANS.
METHODS OF CONSTRUCTION AS DICTATED BY THE CITY OF RALEIGH AND NORTH CAROLINA
VIEWS IN SOME AREAS. CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE SCALES USED ON EACH
BFE
BASE FLOOD ELEVATION
DEPARTMENT OF TRANSPORTATION.
SHEET.
(100 -YR FLOOD PLAIN)
7.
CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.
27.
THE CONTRACTOR MUST OBTAIN A LANE/STREET CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES
U.N.O.
UNLESS NOTED OTHERWISE
8.
ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
THE CLOSURE OF CITY TRAVEL LANE/STREET FROM THE TRANSPORTATION OPERATIONS DIVISION.
SYMBOLS:
9.
CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL SIDE AWAY FROM ALL ROAD SIDE
CONTACT TERRY PHINIZY AT (919-996-4035) 48 HOURS IN ADVANCE FOR LANE CLOSURES AND 4`
DITCHES, CREEKS AND WATER COURSES DURING CONSTRUCTION.
WEEKS IN ADVANCE FOR STREET CLOSURES.
vo
EXIST. FIRE HYDRANT
10.
ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RE -SEED, MULCHED AND TACK COAT APPLIED,
28.
ON ALL OFFSET MANHOLE VENT STACKS, CONTRACTOR SHALL COORDINATE LOCATION OF THE VENT
TO PRE -CONSTRUCTION LINE, GRADE, AND SHAPE UNLESS SHOWN OTHERWISE.
w/OWNER'S FIELD REPRESENTATIVE PRIOR TO INSTALLAl10N.
I�I
PROP. FIRE HYDRANT ASS.
11.
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND UNTIL A
29.
SANITARY SEWER SERVICES CONNECTING TO NEW MANHOLES THAT ARE MORE THAN 24" ABOVE
19
GOOD STAND OF GRASS IS ESTABLISHED. SEE EROSION CONTROL DETAILS ON SHEETS D7, D8 AND
CROWN OF NEW MAIN REQUIRE AN INSIDE DROP CONNECTION PER DETAIL SS -19. CROWN OF DROP
WATER METER
D9 FOR ADDITIONAL INFORMATION.
WILL MATCH CROWN OF MAIN UNLESS OTHERWISE APPROVED.
POTABLE WELL
12.
CONTRACTOR TO MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONSTRUCTION.
30.
CONTRACTOR SHALL NOT USE GREENWAY OUTSIDE DESIGNATED LIMITS OF CONSTRUCTION.
CONTRACTOR TO COVER ASPHALT WITH SAND OR SCREENINGS PRIOR TO PLACEMENT OF EXCAVATED
31.
PIPE CLASSES SPECIFIED ON THE PROFILES ARE THE REQUIRED MINIMUM AND FINAL PIPE CLASSES
Q.
MONITORING WELL
MATERIAL ON PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY, UNLESS THE SECTION OF ROAD
SHALL BE CONFIRMED BY THE PIPE MANUFACTURER.
IS CLOSED TO TRAFFIC. FURTHER RESTRICTIONS OR PRECAUTIONS MAY BE INCLUDED IN THE
32.
CONTRACTOR SHALL FIELD VERIFY ALIGNMENT AND ELEVATION OF EACH EXISTING SANITARY SEWER
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CABLE TV PEDESTAL
SPECIFICATIONS OR NCDOT ENCROACHMENT.
LINE THAT INTERCONNECTS TO THE NEW SEWER MAIN(S) PRIOR TO RELEASING MANHOLES FOR
13.
NO NEW SEWER SHALL BE LOCATED WITHIN A 25 FOOT RADIUS OF AN EXISTING PRIVATE POTABLE
MANUFACTURE. ADVISE ENGINEER OF ANY DISCREPANCIES.
SIGN
WATER WELL OR 50' OF A PUBLIC/COMMMUNITY POTABLE WATER WELL. IF THE SEWER DESIGN
33.
CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH PARKS & REC. DEPT. A MINIMUM OF 45 DAYS
CONFLICTS WITH THIS RULE, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. CONTRACTOR
PRIOR TO CONSTRUCTION AND COORDINATE GREENWAY DETOURS/CLOSURES WITH DEPT. STAFF.
TBM
TEMPORARY BENCH MARK
SHALL NOT PROCEED WITH SEWER INSTALLATION IN AREA OF CONFLICT UNTIL DIRECTED TO DO SO
34.
100 -YR FLOOD ELEVATION INFORMATION INDICATED IN PIPE PROFILE AND USED FOR COMPLIANCE
BY ENGINEER IN WRITING.
TO FEMA FLOOD RULES IS BASED ON THE CURRENT FIRM 100 -YR BASE FLOOD ELEVATIONS.
PS
EXISTING PUMP STATION
14.
THE COORDINATES SHOWN ARE GROUND COORDINATES LOCALIZED AROUND AN IRON ROD SET,
35.
CONTRACTOR SHALL NOTIFY PSNC 48 HOURS IN ADVANCE OF ANY WORK BEING PERFORMED IN
CONTROL POINT #31 WITH NC GRID COORDINATES OF N 728012.67 FEET, E 2129273.31 FEET (NAD
PSNC RIGHT-OF-WAY. A PSNC REPRESENTATIVE MUST BE PRESENT DURING WORK PERFORMED IN
0
PHONE PEDESTAL
83-2011). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRTUAL REFERENCE STATION) GPS
PSNC RIGHT-OF-WAY.
USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83-2011 POSITIONS AND NAVD
36.
SANITARY SEWER SERVICES AND LOCAL SEWER LINES SHALL BE EXTENDED AND CONNECTED TO
O PP
POWER POLE
88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH
NEW MANHOLES AT A GRADE THAT AVOIDS PENETRATING THE NEW STRUCTURE WITHIN 7" OF ANY
CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99990709.
JOINT BETWEEN PRECAST SECTIONS.
LIGHT POLE
ALL ELEVATIONS ARE BASED ON NAVD88 DATUM. ELEVATION OF McKIM & CREED CONTROL POINT
37.
ALL GREENWAYS AFFECTED BY WORK SHALL BE REPLACED TO EXISTING CONDITIONS AND LOCATIONS
#31 IS 188.79' (NAVD88).
UNLESS NOTED OTHERWISE.
CHECK DAM
15.
ALL LAND DISTURBANCES SHALL BE MAINTAINED WITHIN THE PERMANENT AND TEMPORARY
38.
RELOCATION OF FIBER OPTIC CONDUIT, CABLE AND JUNCTION BOXES AS SHOWN FOR RELOCATION
EASEMENTS AS INDICATED ON THE PLANS. IF CONTRACTOR REQUIRES ADDITIONAL AREA FOR
ON THE PLANS IS TO BE PAID FOR UNDER THE DRY UTILITIES RELOCATION ALLOWANCE IN THE BID
wA
ARC INLET FILTER
CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY ENGINEER AS SOON AS POSSIBLE AND NOT
FORM. THE CONTRACTOR SHALL COORDINATE RELOCATIONS WITH THE APPROPRIATE UTILITY
OCCUPY ADDITIONAL AREA UNTIL THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
COMPANY. ALL OTHER DRY AND NON -FIBER OPTIC UTILITIES NOT SHOWN TO BE RELOCATED ON
=
TEMPORARY SLOPE DRAIN
REVISED AND APPROVED BY NCDEQ. CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS AND TIME
THE PLANS SHALL BE WORKED AROUND OR RELOCATED AS NECESSARY FOR CONSTRUCTION AT THE
DELAYS ASSOCIATED WITH PERMIT MODIFICATION.
CONTRACTOR'S EXPENSE.
db
SCOUR HOLE
16.
REINFORCED SILT FENCE OUTLETS AND TIMBER MATS SHALL BE USED AT ALL STREAM AND DITCH
39.
SITE PLAN AND UTILITY INFORMATION ASSOCIATED WITH "THE BLUFFS AT WALNUT CREEK"
CROSSINGS. PROVIDE REINFORCED OUTLETS ALONG PERIMETER SILT FENCE IN LOW LYING AREAS
DEVELOPMENT HAS BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE DEVELOPER AND
EXIST. SANITARY SEWER MH
AND AT SHARP ANGLE CHANGES LESS THAN 90 DEGREES. ALL TIMBER MATS MUST REMAIN IN
THEIR ENGINEER. PLANS WERE PREPARED WITH THE BEST AVAILABLE INFORMATION AT THE TIME OF
PLACE UNTIL CROSSING IS STABILIZED AS SHOWN ON THE PLANS.
DESIGN. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT THE DEVELOPMENT WORK
PROPOSED SANITARY SEWER MH
17.
ALL INGRESS AND EGRESS TO PROJECT AREA OUTSIDE OF PAVED SURFACES MUST BE PERFORMED
WAS ONGOING AT THE TIME OF DESIGN AND ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN
THROUGH TEMPORARY CONSTRUCTION ENTRANCES.
ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ALL POTENTIAL CONFLICTS
EXIST. ARV MH
18.
AT CHANNEL OR STREAM CROSSINGS CONTRACTOR SHALL PROVIDE RIP -RAP AS SHOWN. AT
WITH THE SEWER MAIN CONSTRUCTION AS SHOWN.
LOCATIONS NOT REQUIRING RIP -RAP CONTRACTOR SHALL PROVIDE APPROPRIATE TEMPORARY
B-#
BORING LOCATION
GROUND COVER IMMEDIATELY FOLLOWING LAND DISTURBANCE OR UTILIZE BIODEGRADABLE STRAW
...
BLANKET UNTIL GROUND COVER CAN BE ESTABLISHED.
(��
CURB INLET PROTECTION
19.
CREEK CROSSINGS AND DITCHES REQUIRING RIP -RAP SHALL HAVE THE RIP -RAP PLACED
WITHIN24-HOURS OF PIPE INSTALLATION IN THAT AREA.
®
STONE RELIEF OUTLET
DESCRIP11ONS
REVIISIONS
�11fSlilill�l SEAL
CARO
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Iry� l}'� �
�MC1<19\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
C1
C12
STREAM S10,000
PROPOSED
TBM
BENCH TIE IN 22" OAK
ELEV=195.13'
TBM
BENCH TIE IN 10"
SEEETGUM ELEV=197.93'
MCH TIE IN 15" OAK
V=210.92'
C12
C
TIE IN 15"
,RE ELEV=1
A �
PROPOSED
STAGING AND
LAYDOWN AREA
C1
c
z
03
10,
\\ 0
Yigjl�
MICROTUNNEL // J WALNUT
I I I I n STREAM S11,000 CREEK �j \
PROPOSED TEMP. CONST.
INVERTED SIPHON �.� ACCESS ROUTE
SOFTBALL T'M
RR SPIKE IN 15" OAK
COMPLEX ELEV=206.95'
LINETYPES: LEGEND
EXIST. CREEK OR DITCH PROJECT CONTACT INFORMATION:
PARCEL BOUNDARY 1. OWNER: CITY OF RALEIGH PUBLIC UTILITIES DEPT.
CONSTRUCTION PROJECT ADMINISTRATOR
- - - - - PROPOSED EASEMENT ED STEMPIEN, PE
EXISTING EASEMENT ONE EXCHANGE PLAZA, SUITE 620
RALEIGH, NC 27601
0 o FENCE PHONE: [phone]
FM EXIST. FORCE MAIN
2. ENGINEER:
W EXIST. WATER LINE McKIM & CREED, INC.
RU EXIST. REUSE WATER LINE PROJECT ENGINEER - BEN LATINO, PE
1730 VARSITY DRIVE, SUITE 500
G EXIST. GAS LINE RALEIGH, NC 27606
x EXIST. WATER VALVE PHONE: [phone]
EXIST. GAS VALVE 3. CITY OF RALEIGH PARKS AND REC.
EXIST. OVERHEAD ELEC. LISA POTTS
OHE EL=100.0' 222 W. HARGETT ST.
- - - - - - - EXIST. SANITARY SEWER INTERCEPTOR RALEIGH, NC 27601
EXIST. SANITARY SEWER PHONE: [phone]
TPF TREE PROTECTION FENCE 4. NCDOT - DISTRICT OFFICE (DISTRICT 1)
SF SILT FENCE REID ELMORE, DISTRICT ENGINEER
4009 DISTRICT DRIVE
SSF TEMPORARY SILT FENCE RALEIGH, NC 27607
IN HIGH HAZARD AREAS
PHONE: [phone]
SF/TPF COMBINATION SILT FENCE/
TREE PROTECTION FENCE 5. DUKE ENERGY PROGRESS
____L0D- LIMITS OF DISTURBANCE a. DISTRIBUTION:
WANDA BONCHEK
-R/W- RIGHT-OF-WAY PHONE: [phone]
� �; �,, EXISTING TREE LINE
b. TRANSMISSION:
CLEARING LIMITS BRUCE PAIT
Z1 NEUSE RIPARIAN BUFFER ZONE 1 BOUNDARY PHONE: [phone]
Z2 NEUSE RIPARIAN BUFFER ZONE 2 BOUNDARY 6. AT&T
100 FP 100 -YEAR FLOODPLAIN BOUNDARY RJ VANSTEENBURGEN HOMER MARONIA
5715 GLEN WOOD AVE.
TOP OF BANK STREAM TOP OF BANK RALEIGH NC, 27612
WETLANDS PHONE: [phone] [phone]
EXISTING RIP -RAP 7. TIME WARNER
EXISTING EOP (EDGE OF PAVEMENT) DALE RADFORD
1100 PERIMETER PARK DR, SUITE 118
EXISTING BUILDING MORRISVILLE, NC 27560
PHONE: [phone]
°o°°0- 0p°°p°°p°o° TEMPORARY CONSTRUCTION ENTRANCE
8. PSNC
TEMPORARY STRAW W/NET LINER FRANCIS GRIMSLEY
■ ■ SEDIMENT TRENCH PHONE: [phone] (OFFICE)
TEMPORARY DIVERSION DITCH PHONE: [phone] (CELL)
EMAIL: FGRIMSLEY©SCANA.COM
RIP RAP SPILLWAY
CONCRETE WASHOUT PIT
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
SHEET INDEX MAP, GENERAL NOTES
LEGEND, & PROJECT CONTACTS
i
WALNUT CREEK
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
P P
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
G2
HORIZONTAL:
DRAWING NUMBER
1"=600'
VERTICAL:
G2
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

I
GENERAL:
G1 TITLE SHEET
G2 SHEET INDEX MAP, GENERAL NOTES, LEGEND, & PROJECT CONTACTS
G3 SHEET INDEX & DETAIL INDEX
G4 MANHOLE SCHEDULE
G5 PARCEL IDENTIFICATION SCHEDULE SHEET 1 OF 2
G6 PARCEL IDENTIFICATION SCHEDULE SHEET 2 OF 2
CIVI L:
C1
72" SANITARY SEWER
STA. 1+13± TO STA.
12+00
Trench Bottom Detail for Ductile Iron Potable Water
C2
72" SANITARY SEWER
STA. 12+00 TO STA.
24+00
CLW, JSL
C3
72" SANITARY SEWER
STA. 24+00 TO STA.
36+00
SS -3
C4
72" SANITARY SEWER
STA. 36+00 TO STA.
48+00
Concrete Encasement Detail at Stream Crossing
C5
72" SANITARY SEWER
STA. 48+00 TO STA.
60+00
D13 - Storm Drain Details
C6
72" SANITARY SEWER
STA. 60+00 TO STA.
72+00
SS -7
C7
72" SANITARY SEWER
STA. 72+00 TO STA.
84+00
Fire Hydrant Installation Detail
C8
72" SANITARY SEWER
STA. 84+00 TO STA.
96+00
C9
72" & 66" SANITARY
SEWER STA. 96+00 TO STA. 108+00
Precast Sanitary Sewer Manholes (4', S& 6' Diameter) With
Vents
C10
66" SANITARY SEWER
STA. 108+00 TO STA.
120+00
D14 - Storm Drain Details
C11
66" SANITARY SEWER
STA. 120+00 TO STA.
132+00
SS -11
C12
66" SANITARY SEWER
STA. 132+00 TO STA.
143+00
Manhole Frame w/ Cam Lock Cover in Easements
C13
66" SANITARY SEWER
AND EX. 48" SANITARY
SEWER
D3 - Sanitary Sewer Details
Temporary Seeding Schedule
STA. 143+00 TO STA.
151+50 (66")
Manhole Frame and Cover In Paved Surfaces
SS -14
STA. 1+00 TO STA. 1+0,3.67± (EX. 48")
SS -15
C14
66" SANITARY SEWER
STA. 151+50 TO STA.
163+50
SS -17
C15
66" SANITARY SEWER
STA. 163+50 TO STA.
169+55±
Sanitary Sewer Pipe Thru Manhole Detail
C15A
72" SANITARY SEWER
ENLARGED PLAN STA.
25+00 TO STA.
30+50
C16
72" SANITARY SEWER
ENLARGED PLAN STA.
56+00 TO STA.
61+50
C17
72" SANITARY SEWER
ENLARGED PLAN STA.
61+50 TO STA.
67+50
C18
72" SANITARY SEWER
ENLARGED PLAN STA.
67+50 TO STA.
73+00
C19
72" SANITARY SEWER
ENLARGED PLAN STA.
73+00 TO STA.
79+00
C20
72" SANITARY SEWER
ENLARGED PLAN STA.
79+00 TO STA.
85+00
C21
STORM PIPE CROSSINGS
Standard Utility Marker for Sewer Main in Easement
SS -25
C22
STORM PIPE CROSSINGS
EC -17
C23
STORM PIPE CROSSINGS SECTION VIEWS
Scour Hole
C23A
STORM PIPE CROSSINGS SECTION DETAILS
Sediment Trench
EC -20
C24
LOCAL SEWER PLANS
AND PROFILES
Standard Reuse Air Release Valve
C25
LOCAL SEWER PLAN AND PROFILES
Standard Manhole Cover
R-15
C26
MAYBROOK DRIVE EXTENSION — GRADING AND
SEDIMENT & EROSION
CONTROL PLAN
SWP-2
Coffer Dam Detail
C27
UTILITY RELOCATIONS
Temporary Pump Around Detail
SWP-4
C28
MAYBROOK DRIVE EXTENSION — STA. 10+00
TO STA. 15+30
Anti -Seep Collar Detail
C29
MAYBROOK DRIVE EXTENSION — TRAFFIC AND SIGNAGE PLAN
Rip -Rap Placement Detail
C30
MAYBROOK DRIVE EXTENSION — TRAFFIC CONTROL DETAILS
Wattle Detail
C31
MAYBROOK DRIVE EXTENSION — SEDIMENT &
EROSION CONTROL DETAILS
MECHANICAL
M1 MECHANICAL — SIPHON OUTLET STRUCTURE
M2 MECHANICAL — SIPHON INLET STRUCTURE
M3 MECHANICAL — EXISTING STRUCTURES JUNCTION BOX #1 & #2
AND SIPHON BOX #1 & #2 OVERALL PLAN
M4 MECHANICAL — EXISTING JUNCTION BOX #1 PLAN AND SECTION
M5 MECHANICAL — EXISTING JUNCTION BOX #2 & SIPHON BOX #2 PLANS AND
SECTIONS
STRUCTURAL
S1 72" SANITARY SEWER AERIAL PIPE SUPPORT
CONSTRUCTION ACCESS & TRAFFIC CONTROL:
TC1 CONSTRUCTION ACCESS AND TRAFFIC CONTROL PLAN
TC2 BARWELL ROAD CONSTRUCTION ACCESS AND LAYDOWN/STAGING AREA
TC3 LAKE TROUT LANE, TATTEN HOE COURT, AND VINTAGE ROAD CROSSING
TC4 TEABROOK LN. AND TRESTLEWOOD LN. CROSSING
TC5 MAYBROOK DRIVE, FIELDCROSS CT., NORTHPINES DR., DRUM INLET PL.,
PRONHORN LN., LOCKWOOD FOLLY LN., AND BRIGHTWELL LN.
TC6 MAYBROOK DRIVE EXTENSION & MAYBROOK CROSSING DR.
TC7 NEW HOPE ROAD CONSTRUCTION ACCESS
TC8 GREENWAY CLOSURE—NEW HOPE RD. CONSTRUCTION ACCESS &
STAGING—MAYBROOK CROSSING DR.
TC9 GREENWAY CONNECTOR CLOSURES AT 1440/WALNUT CREEK AMPHITHEATER
TC10 WALNUT CREEK SOFTBALL COMPLEX CONSTRUCTION STAGING AND ACCESS
VIA SUNNYBROOK ROAD
TC11 VINTAGE ROAD, TRESTLEWOOD LANE, TEABROOK COURT AND NEW HOPE
ROAD CLOSURE DETOUR ROUTES
TC12 DETOUR ROUTES
TC13 DETAILS
TC14 DETAILS
DESCRIP11ONS
SEAL
DETAILS:
D1 SANITARY SEWER DETAILS 1 OF 4
D2 SANITARY SEWER DETAILS 2 OF 4
D3 SANITARY SEWER DETAILS 3 OF 4
D4 SANITARY SEWER DETAILS 4 OF 4
D5 POTABLE WATER DETAILS 1 OF 2
D6 POTABLE WATER DETAILS 2 OF 2
D7 EROSION CONTROL DETAILS 1 OF 3
D8 EROSION CONTROL DETAILS 2 OF 3
D9 EROSION CONTROL DETAILS 3 OF 3
D10 SURFACE WATER PROTECTION DETAILS
D11 ROADWAY DETAILS
D12 ROADWAY AND GREENWAY DETAILS
D13 STORM DRAIN DETAILS 1 OF 2
D14 STORM DRAIN DETAILS 2 OF 2
D15 CONSTRUCTION DETAILS
D16 REUSE WATER DETAILS 1 OF 3
D17 REUSE WATER DETAILS 2 OF 3
D18 REUSE WATER DETAILS 3 OF 3
DETAIL INDEX:
Detail Sheet and Title
Detail Description
Detail
Number
D1 - Sanitary Sewer Details
Trench Bottom Detail for Ductile Iron Potable Water
PW -1
DESIGNED
Trench Bottom and Backfill Detail for Ductile Iron and Concrete
Pipe (Sanitary Sewer)
SS -1
CLW, JSL
Typical Trench Bottom and Backfill Detail for Fiberglass
Reinforced Pipe (Sanitary Sewer)
SS -2
Typical Trench Bottom and Backfill Detail for PVC
SS -3
Concrete Encasement Detail at Utility Line Crossing
SS -4
Concrete Encasement Detail at Stream Crossing
SS -5.1
Concrete Encasement Detail at Stream Crossing
SS -5.2
D13 - Storm Drain Details
Precast Sanitary Sewer Manhole (T -Style ) Detail
SS -6
D6 - Potable Water Details
Manhole Riser Sealing Detail
SS -7
Thrust Collar Detail
SS -8
Fire Hydrant Installation Detail
PW -8
D2 - Sanitary Sewer Details
Valve Box Cover Detail
PW -9
Precast Sanitary Sewer Manholes (4', S& 6' Diameter) Without
Vent Pipe
SS -8.1
Precast Sanitary Sewer Manholes (4', S& 6' Diameter) With
Vents
SS -8.2
Precast Sanitary Sewer Manholes (8', 10' and 12' Diameter)
SS -9
D14 - Storm Drain Details
Extended Base or Cast -in -Place Reinforced Concrete Base
SS -10
D7 - Erosion Control Details
Precast Manhole Installation Over Existing Pipe Detail
SS -11
Standard Manhole Cover in Road Right -of -Way
SS -12
Manhole Frame w/ Cam Lock Cover in Easements
SS -13
Seedbed Preparation
EC -2
D3 - Sanitary Sewer Details
Temporary Seeding Schedule
EC -3
D15 - Construction Details
Manhole Frame and Cover In Paved Surfaces
SS -14
Slip Resistant Manhole Step Detail
SS -15
Manhole Vent and Support Detail
SS -16
D8- Erosion Control Details
Offset Vent Detail
SS -17
Outside Drop Installation Detail for Round Manholes
SS -18
Sanitary Sewer Pipe Thru Manhole Detail
SS -18A
D16 - Reuse Water Details
Inside Drop for Sanitary Sewer Service
SS -19
Sanitary Sewer Service Manhole Tap Detail
SS -20
Temporary Stabilization for Slopes Greater than 10 Feet
EC -10
D4 - Sanitary Sewer Details
Stone Relief Outlet Detail
EC -11
Gravity Sewer Main Tracer Wire and Manhole Marker
SS -20A
Typical Sanitary Sewer Lateral Tracer Wire
SS -20B
Sanitary Sewer Lateral Connection Detail
SS -21
D9 - Erosion Control Details
Lateral Saddle Installation Details
SS -22
D17 - Reuse Water Details
Sanitary Sewer Protection During Construction
SS -23
Typical Sewer Point Repair
SS -24
Standard Utility Marker for Sewer Main in Easement
SS -25
Temporary Diversion Ditch
EC -17
SEAL
1A CARO
4,
Q%o�.ssr�,�f
4 -
ZZ
ref 4/�
v
v MCICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
DETAIL INDEX CONTINUED:
D5 - Potable Water Details
JANUARY 2016
MCE PROJ. #
0592-0046
Trench Bottom Detail for Ductile Iron Potable Water
PW -1
DESIGNED
Thrust Blocking Views
PW -2
CLW, JSL
Concrete Thrust Block Schedule
PW -3
Valve Box Installation and Extension Detail
PW -4
3/4" & 1" Water Service Installation Detail
PW -5
Water Meter Box Detail
PW -6
Std. Water Air Release Valve
PW -6A
D13 - Storm Drain Details
D6 - Potable Water Details
Trench Bottom Detail for Storm Drainage Pipe
SD -1
Fire Hydrant Assembly Detail
PW -7
Fire Hydrant Installation Detail
PW -8
Valve Box Cover Detail
PW -9
Thrust Collar Design Data for Water Mains
PW -10
Standard Capping Detail
PW -11
New to Exist. Water Main Tie-in
PW -12
D14 - Storm Drain Details
D7 - Erosion Control Details
Standard Drop Inlet Detail
SD -5
Erosion Control Construction Sequence
EC -1.1
Erosion Control Notes
EC -1.2
Seedbed Preparation
EC -2
Temporary Seeding Schedule
EC -3
D15 - Construction Details
Permanent Seeding Schedule
EC -4
Temporary Construction Entrance
EC -5
Temporary Construction Fence w/ Std. Posts
CS -2
D8- Erosion Control Details
Construction Access Entrance/Exit Control Gate
CS -3
Temporary Silt/Tree Protection Fence
EC -6
Temporary Silt Fence
EC -7
D16 - Reuse Water Details
Temporary Silt Fence for High Hazard Areas
EC -8
Stone Check Dam
EC -9
Temporary Stabilization for Slopes Greater than 10 Feet
EC -10
Stone Relief Outlet Detail
EC -11
Arc Filter Basin Detail
EC -12
Concrete Washout Area Detail
EC -13
Thrust Blocking Design Quantity Table
R-7
D9 - Erosion Control Details
D17 - Reuse Water Details
Typical Straw with Net Lining Detail
EC -14
Hardware Cloth & Gravel Inlet Protection
EC -15
Silt Fencing Layout at Tunnel Locations
EC -16
Temporary Diversion Ditch
EC -17
Temporary Slope Drain
EC -18
Scour Hole
EC -19
Sediment Trench
EC -20
D18 - Reuse Water Details
Standard Tree Protection Detail
EC -21
Standard Reuse Air Release Valve
R-14
D10 - Surface Water Protection
Details
Standard Manhole Cover
R-15
Temporary Stream Crossing Layout
SWP-1
Woodmat Temporary Crossing Detail
SWP-2
Coffer Dam Detail
SWP-3
Temporary Pump Around Detail
SWP-4
Temporary Wetland Crossing
SWP-5
Anti -Seep Collar Detail
SWP-6
Rip -Rap Placement Detail
SWP-7
Wattle Detail
SWP-8
D11 - Roadway Details
Pavement Repair On NCDOT Roads Detail
RW -1
Concrete Sidewalk Replacement Detail
RW -2
Concrete Curb and Gutter Replacement Details
RW -3
Driveway and Sidewalk Detail
RW -4.1
Driveway and Sidewalk Detail
RW -4.2
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
DETAIL INDEX CONTINUED:
D12 - Roadway and Greenway
Details
JANUARY 2016
MCE PROJ. #
0592-0046
Driveway Grades
RW -5
DESIGNED
27' Roadway Replacement
RW -6
CLW, JSL
31' Roadway Repacement
RW -7
36' Roadway Replacement
RW -8
41' Roadway Replacement
RW -9
Asphalt Greeenway Trail Replacement Detail
GW -1
D13 - Storm Drain Details
Trench Bottom Detail for Storm Drainage Pipe
SD -1
Standard Catch Basin Detail
SD -2.1
Double Width Catch Basin Detail
SD -2.2
Yard Inlet Detail
SD -3
Storm Manhole Detail
SD -4.1
Standard Storm Drain Manhole Cover
SD -4.2
D14 - Storm Drain Details
Standard Drop Inlet Detail
SD -5
Catch Basin Castings
SD -6.1
Bolted Cover Assembly
SD -6.2
Standard Drop Inlet Casting
SD -7
D15 - Construction Details
Temporary Security Fencing
CS -1
Temporary Construction Fence w/ Std. Posts
CS -2
Construction Access Entrance/Exit Control Gate
CS -3
Restrained Joint Table
CS -4
D16 - Reuse Water Details
Trench Bottom Dimensions & Backfilling Requirements for DI
Reuse Mains
R-3
Thrust Blocking Design Data for DI Reuse Mains
R -4A
Thrust Blocking Design Data for DI Reuse Mains
R-413
Standard Thrust Blocking Views
R-5
Thrust Blocking Design Quantity Table
R-6
Thrust Blocking Design Quantity Table
R-7
D17 - Reuse Water Details
Standard Main & Valve Markers for Reuse Water in Easements
R-9
4"-24" Standard Tapping Sleeve and Valve Assembly
R-10
Valve Restraint at Tees and Crosses for Lines (4"-24")
R-11
Reclaimed Water Valve and Box Installation
R-12
Standard Valve Box (for Reclaimed Water)
R-13
D18 - Reuse Water Details
Standard Reuse Air Release Valve
R-14
Standard Manhole Cover
R-15
SHEET INDEX & DETAIL INDEX
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
G3
DRAWING NUMBER
G3
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

MANHOLE TABLE
MH #
NORTHING
EASTING
HEIGHT
SIZE
JUNCTION BOX #3
730725.97
2125684.28
14.0
POLYMER BOX
JUNCTION BOX #4
731087.22
2124339.14
14.5
POLYMER BOX
LS MH #1
729937.40
2132078.77
17.8
4' 0
LS MH #2
729949.39
2132105.67
11.2
4' 0
LS MH #3
729937.18
2132096.83
16.1
4' 0
LS MH #4
731250.91
2124910.84
4.9
4' 0
LS MH #5
728668.34
2130052.15
5.4
4' 0
LS MH #6
728675.25
2130131.28
10.0
4' 0
LS MH #7
728682.94
2130219.44
7.6
4' 0
LS MH #8
728647.43
2130053.97
6.2
4' 0
LS MH #9
728654.44
2130133.09
10.1
4' 0
LS MH #10
728679.06
2130416.63
7.2
4' 0
LS MH #11
730401.27
2125763.54
12.1
4' 0
MH #1
728554.16
2137207.31
12.0
12'0 POLYMER
MH #2
728544.19
2136886.21
10.0
T -BASE
MH #3
728823.30
2136533.26
10.0
T -BASE
MH #4
729045.15
2136253.58
10.0
T -BASE
MH #5
729136.15
2135726.08
14.0
T -BASE
MH #6
729189.23
2135129.44
10.9
T -BASE
MH #7
729207.58
2134923.09
16.0
T -BASE
MH #8
729263.25
2134796.17
13.8
12'0
MH #9
729406.17
2134495.72
12.0
T -BASE
MH #10
729569.04
2134095.40
14.0
T -BASE
MH #11
729881.95
2133835.50
11.8
T -BASE
MH #12
729828.28
2133413.26
12.0
T -BASE
MH #13
729801.65
2133203.74
9.6
T -BASE
MH #14
729773.69
2132714.23
12.0
T -BASE
MH #15
729768.82
2132556.13
14.0
12'0 POLYMER
MH #16
729882.16
2132114.34
18.1
T -BASE
MH #17
729617.34
2131897.83
15.0
T -BASE
MH #18
729282.71
2131624.26
14.4
T -BASE
MH #19
728881.71
2131313.12
13.7
T -BASE
MH #20
728759.13
2131193.37
17.9
T -BASE
DESCRIP11ONS
MANHOLE TABLE
MH #
NORTHING
EASTING
HEIGHT
SIZE
MH #21
728732.14
2131078.92
20.5
T -BASE
MH #22
728702.84
2130579.92
12.9
12'0
MH #22A
728671.48
2130220.40
12.3
T -BASE
MH #23
728654.34
2130023.82
22.8
T -BASE
MH #24
728351.73
2129546.09
18.0
T -BASE
MH #25
728093.87
2129144.21
15.5
T -BASE
MH #26
727806.75
2128818.59
12.0
T -BASE
MH #27
727598.29
2128570.15
16.1
12'0 POLYMER
MH #28
727761.53
2128106.15
14.0
T -BASE
MH #29
727875.30
2127782.77
17.5
T -BASE
MH #30
728082.12
2127219.55
16.0
10'0
MH #31
728509.25
2127147.67
12.0
T -BASE
MH #32
728682.08
2126988.53
12.0
T -BASE
MH #33
728953.02
2126739.06
12.0
10'0
MH #34
729211.23
2126501.30
10.0
T -BASE
MH #35
729426.51
2126286.89
10.7
10'0
MH #36
729700.77
2126288.57
10.0
T -BASE
MH #37
729897.50
2126381.65
12.0
T -BASE
MH #38
729930.46
2126371.55
12.0
T -BASE
MH #39
730082.80
2126083.41
12.0
T -BASE
MH #40
730266.70
2125736.94
20.0
T -BASE
MH #41
730718.24
2125646.32
12.0
10'0 POLYMER
MH #41 A
730756.02
2125678.16
6.3
10'0 POLYMER
MH #42
730732.95
2125718.56
16.0
10'0 POLYMER
MH #43
730867.16
2125749.29
26.0
T -BASE
MH #44
731354.51
2125561.45
26.0
T -BASE
MH #45
731115.08
2124918.72
13.5
T -BASE
MH #46
731105.51
2124303.09
10.7
10'0 POLYMER
MH #47
731107.20
2124338.18
10.8
10'0 POLYMER
MH #48
731058.39
2124340.52
10.0
10'0
SIPHON INLET STRUCTURE
731129.04
2124956.21
13.5
POLYMER BOX
SIPHON OUTLET STRUCTURE
731297.80
2125409.18
13.5
POLYMER BOX
MANHOLE SCHEDULE
SEAL
SEAL
CARO
4 -
ref 4/�
v
v McICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
MANHOLE SCHEDULE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE r M&C FILE NUMBER
HORIZONTAL:
NA
VERTICAL:
NA
DRAWING NUMBER
G4
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

PARCEL
ID NO.
PIN NUMBER
OWNER
ADDRESS NO. 1
ADDRESS NO. 2
ADDRESS NO. 3
DEED BOOK
DEED PAGE
1
1732780525
WOODARD, LEAMON HEIRS
5133 GRASSHOPPER RD
RALEIGH NC 27610-9396
01503
000852
00-E-
2
1732680665
ALMUS JACKSON JEFFREYS JR REVOCABLE TRUST
ALMUS JACKSON JEFFREYS JR TRUSTEE
6004 POOLE RD
RALEIGH NC 27610-4525
015350
02039
3
1732587444
ALMUS JACKSON JEFFREYS JR REVOCABLE TRUST
ALMUS JACKSON JEFFREYS JR TRUSTEE
6004 POOLE RD
RALEIGH INC 27610-4525
015350
02043
4
1732584766
JEFFREYS, A J III JEFFREYS, CHRISTY D
5822 POOLE RD
RALEIGH NC 27610-4522
NANCE, BRENDA S
006178
00405
5
1732592042
MARTIN, CHARLES EUGENE MARTIN, BARBARA P
3105 HODGE RD
KNIGHTDALE NC 27545-8701
5417 TRESTLEWO0D LN
007200
00610
6
1732488459
HJ MORRIS CONST INC
1708 TRAWICK RD STE 209
RALEIGH NC 27604-3897
RALEIGH INC 27610-4570
006846
00814
7
1732590007
THIANI, ANN W
2129 LAKE TROUT LN
RALEIGH NC 27610-5564
004713
009750
01774
8
1732499176
WILLIAMS, CARLOS LAMONT
2125 LAKE TROUT LN
RALEIGH NC 27610-5564
00759
008059
02001
9
1732498261
JEFFERSON, KEITH
79 LOZIER RD
BUDD LAKE NJ 07828-1210
97
011288
01078
10
1732590386
BEARD, STEPHANIE M
2109 SPIN CAST PL
RALEIGH NC 27610-5574
1732295556
007982
00208
11
1732590266
HARDY, VIVIAN J
2113 SPIN CAST PL
RALEIGH NC 27610-5574
TURGEON, ALAIN TURGEON, SANDRA
007990
00093
12
1732499248
BRIDGERS, RONALD E
2112 SPIN CAST PL
RALEIGH NC 27610-5574
5413 KINCROSS CT
013304
00444
13
1732498363
RORIE, MARCELLA S
2825 ROUNDLEAF CT
RALEIGH NC 27604-5474
RALEIGH NC 27610-4591
007730
00721
14
1732498461
CISNEROS, JOSE VIDAL BERMUDEZ, KENIA BEATRIZ
2104 SPIN CAST PL
RALEIGH NC 27610-5574
009353
012490
02749
15
1732498487
BASS, HERBERT BASS, ERNESTINE S
2101 LAKE TROUT LN
RALEIGH NC 27610-5564
00075
007583
00630
16
1732497114
ROGERS, GRETA
2116 LAKE TROUT LN
RALEIGH NC 27610-5563
105
007730
00706
17
1732497214
BRANCH, COREY D
2112 LAKE TROUT LN
RALEIGH NC 27610-5563
1732291548
008979
02445
18
1732497327
PULLEY, PHI LLIP PULLEY, TONYA S
2108 LAKE TROUT LN
RALEIGH NC 27610-5563
PAGAN, JOSEFINA
007818
00931
19
1732497426
MANGUM, DEBORAH A
2104 LAKE TROUT LN
RALEIGH NC 27610-5563
5401 FIELDCROSS CT
009492
02061
20
1732497523
WILSON, ANGELA D
2100 LAKE TROUT LN
RALEIGH NC 27610-5563
RALEIGH INC 27610-4563
012959
01514
21
1732494741
WILLIAMS, AMANDA F
1941 RANCH MILL CIR
RALEIGH NC 27610-4589
012353
013385
01737
22
1732493750
CORREA, REINALDO J
162 BAY 34TH ST
BROOKLYN NY 11214-5208
01189
012703
00646
23
1732492773
HAWLEY RESTORATION AND RENTALS LLC
710INDEPENDENCE PL UN IT 207
RALEIGH NC 27603-1856
113
015374
00319
24
1732496535
SULLIVAN, CHARLES K
2000 RANCH MILL CIR
RALEIGH NC 27610-4572
1732196547
005004
00085
25
1732495562
AUSTIN, TERESA L
585 NEWARK AVE APT4J
ELIZABETH NJ 07208-3339
JONES, RANDY E MARLEY, TIFFNEY L
008254
01453
26
1732494499
BROWN, MILTON LJR
1936 RANCH MILL CIR
RALEIGH NC 27610-4588
5320 NORTHPINES DR
014010
02572
27
1732494533
PHILLIPS, ROBBIE GALE
1932 RANCH MILL CIR
RALEIGH NC 27610-4588
RALEIGH INC 27612-8060
005122
00800
28
1732493586
VEASEY, BETTY
1928 RANCH MILL CIR
RALEIGH NC 27610-4588
011348
008667
01418
29
1732493527
MARTINEZ, JORGE ABUNDIO MARTINEZ, VIRGINIA
1472 OLD MILBURNIE RD
RALEIGH NC 27604-9631
00422
015617
01498
30
1732492569
GONZALEZ, MARIO GONZALEZ, SILVIA V
1920 RANCH MILL CIR
RALEIGH NC 27610-4588
121
014644
00436
31
1732492602
POLLARD, LAWRENCE D III
1916 RANCH MILL CIR
RALEIGH NC 27610-4588
1732197154
004859
00821
32
1732493368
RIVER KNOLLASSOCIATES
4948 WINDY HILL DR
RALEIGH NC 27609-5189
NIJUGUNA, MIRIAM G NJUGUNA, JOHN N
003492
00757
33
1732491657
CARIAS, CARLOS CARIAS, JOSEFINA VALLE
1912 RANCH MILL CIR
RALEIGH NC 27610-4588
2605 DWIGHT PL
011241
01603
34
1732491704
BRANCHE, GWENDOLYN
1908 RANCH MILL CIR
RALEIGH NC 27610-4588
RALEIGH NC 27610-6547
008349
01173
35
1732490851
MERRITT, FREDERICK D MERRITT, CONCEPCION P
1904 RANCH MILL CIR
RALEIGH NC 27610-4588
015652
007241
00085
36
1732490943
BAGLEY, ANGELA BAGLEY, DEANNA
5522 BRINGLE CT
RALEIGH NC 27610-4574
02660
013888
02056
37
1732490923
LAWRENCE, MICHAEL L LAWRENCE, FRANCES H
8311 BRIER CREEK PKWY STE 105-363
RALEIGH NC 27617-7328
129
011929
01947
38
1732399980
BARBOUR, DON G HEIRS
DAVID C BARBOUR
8422 BUFFALO RD
SELMA INC 27576-6299
MCKOY, DALLAS LAVON
1201 S COURTHOUSE RD APT 428
39
1732399960
BARBOUR, DAVID CALVIN MILLER, JOHN DAVID HEIRS
8422 BUFFALO RD
SELMA NC 27576-6299
NICHOLS, TASHERRA
PO BOX 601
RALEIGH NC 27602-0601
40
1732398986
PAYNE, SHARON
5510 BRINGLE CT
RALEIGH NC 27610-4574
2629 DWIGHT PL
007334
00305
41
1732398989
OZAY, BERIL
2817 DAYTONA DR
RALEIGH NC 27610-5711
RALEIGH INC 27610-6546
014424
00114
42
1733308074
REDD, SIECHIEH B
2602 BUFFALOE RD
GARNER NC 27529-5132
008175
013380
01740
43
1733308085
OATES, ENNIS DEROY
202ASHETON RD
WILMINGTON NC 28411-9004
00525
015425
00147
44
1733308088
REDNECK FLYERS LLC
116 N PASTURES TRL
FRANKLINTON NC 27525-9551
137
014435
01922
45
1733309114
BRYANT, KATHY M
5501 BRINGLE CT
RALEIGH NC 27610-4574
1732197397
007176
00182
46
1732399822
RIVERKNOLL HOMEOWNERS ASSOC INC
4934 WINDY HILL DR
RALEIGH NC 27609-4930
AMERICAN MORTGAGE HOME INC
003644
00428
47
1732491328
RIVERKNOLL HOMEOWNERS ASSOC INC
4968 WINDY HILL DR
RALEIGH NC 27609-4930
2005 MAYBROOK DR
004602
00279
48
1732480863
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
KNIGHTDALE NC 27545-9188
004602
00273
49
1733307101
SIMPSON, ANDREW SIMPSON, WANDA T
5508 LAKE GARDEN CT
RALEIGH NC 27610-3183
015248
012456
00504
50
1732396924
ZAMORA, ALBERTO A HERNANDEZ, VI LMA Y
1821 VINTAGE RD
RALEIGH NC 27610-3190
00112
011648
00743
51
1733306013
LANGSTON, CHARLES HENRY LANGSTON, AUDREY D
1817 VINTAGE RD
RALEIGH NC 27610-3190
145
005502
00650
52
1732396677
SUTAR, CHARLES D SUTAR, WEN Z
4260 TALON DR
DUMFRIES VA 22025-2052
1732185858
007335
00242
53
1732396669
YANG, JIANREN YANG, LUN XIAO
105 BERGSTRAND CT
CARY NC 27513-5654
DEBROW, RODNEY G
007307
00852
54
1732396763
SHEN, QUN SHEN, AEWEN LIU
10667 GOLDEN WILLOW UNIT 150
SAN DIEGO CA 92130-4950
2401 LOCKWOOD FOLLY LN
007266
00510
55
1732396744
POWELL, MICHAEL WALTER
914 MULBERRY RD
CLAYTON NC 27520-2130
RALEIGH INC 27610-6528
007341
00368
56
1732396736
LU, YU BAO, WENJUN
641 HALCYON MEADOW DR
CARY NC 27519-7701
009261
008352
01569
57
1732396707
TRAN, HOANG TTRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
007106
00674
58
1732395798
TRAN, HOANG T ENTIRETYTRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
007282
00899
59
1732395880
TRAN, HOANG TTRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
007106
00672
60
1732395615
WEBSTER, JOHN A I II
1500 VILLAGE WEST DR # 5
AUSTIN TX 78733-1977
007195
00142
61
1732394696
WEBSTER, JOAN M
6440 WILD HORSE VALLEY RD
NAPA CA 94558-4021
007195
00146
62
1732394679
BRIGHT, ALAN BRIGHT
1804 BALFOUR DOWNS CIR
FUQUAY VARINA NC 27526-7740
007190
00276
63
1732394760
CAUDLE, EDDIE W CAUDLE, TERESA B
4539 NC HIGHWAY 96
OXFORD NC 27565-7226
007196
00786
64
1732394762
HARDIN, JAMES K
3528 KEMBLE RIDGE DR
WAKE FOREST NC 27587-4851
007234
00198
65
1732394756
YANG, JIANREN XIAO, LUN
105 BERGSTRAND CT
CARY NC 27513-5654
015179
00775
66
1732394758
KANG, WHAN SU TRUSTEE KANG, YOUNG JANICE TRUSTEE
108 ZOA CT
RALEIGH NC 27607-4994
009350
00698
67
1732394840
EVANS INVESTMENT GROUP LLC
2800 OAK BRIDGE DR
RALEIGH NC 27610-3292
015091
00287
68
1732395529
VINEYARDS HOMEOWNERS ASSOC INCTHE
4098 BARRETT DR
RALEIGH NC 27609-6604
007106
00676
69
1732394922
HUNTER, NORMAN HUNTER, MARILYN
1820 VINTAGE RD
RALEIGH NC 27610-3189
005582
00268
70
1733304003
EVANS INVESTMENT GROUP LLC
2800 OAK BRIDGE DR
RALEIGH NC 27610-3292
014842
01250
71
1732392997
RICHARDSON, LOUISE HEIRS
LENNOX RICHARDSON
5337 TRESTLEWOO D LN
RALEIGH INC 27610-4540
72
1732392838
MULL, STEVEN R
107 SOUTHWICK CT
CARY NC 27513-1714
005002
00084
73
1732393715
BAKER, BENNIE LEE BAKER, SYBLE HARRIS
5409TATTEN HOE CT
RALEIGH NC 27610-4553
004627
00126
74
1732393528
SPIVEY, GAREY LAMON
5412 TATTEN HOE CT
RALEIGH NC 27610-4553
015306
01439
75
1732392527
LOCKER, TOMAR C
5408TATTEN HOE CT
RALEIGH NC 27610-4553
011234
02653
76
1732391634
HILL, RUSSELL L HILL, GEORGIA M
5404TATTEN HOE CT
RALEIGH NC 27610-4553
005572
00399
77
1732390754
HAWLEY, ANNE
710 INDEPENDENCE PL UNIT 207
RALEIGH NC 27603-1856
015649
02587
78
1732390505
SCOTT, DERRICK D SCOTT, TINA P
1813TEABROOK CT
RALEIGH NC 27610-4565
007753
00601
79
1732299604
KING, DANIEL H
1809TEABROOK CT
RALEIGH NC 27610-4565
009814
01372
80
1732298744
NORMAN, MARY E NORMAN, JAMES R
1801 TEABROOK CT
RALEIGH NC 27610-4565
014946
02091
81
1732390935
BURGESS, JEROME
5324 TRESTLEWOO D LN
RALEIGH NC 27610-4539
010664
01217
82
1732299952
DUMONT, JENNIFER L
5400 TRESTLEWOOD LN
RALEIGH NC 27610-4568
013180
01255
83
1732298971
MCLAWHORN, RAYTON G JR
5404TRESTLEWOOD LN
RALEIGH NC 27610-4568
007928
00613
84
1732297990
SMITH, KARL SMITH, ERIN A
5408 TRESTLEWOOD LN
RALEIGH NC 27610-4568
015661
02428
85
1733208056
DILLON, CALEB DILLON, NATASHA
1713 TILBROOK CT
RALEIGH NC 27610-4552
014851
01167
SEAL
DESCRIP11ONS
v
v MCICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
86
1733207058
DAVIS, JAYSON C
1716 TILBROOK CT
RALEIGH NC 27610-4552
011690
01025
87
1732297912
THOMPSON, KELLY R
5412 TRESTLEWOOD LN
RALEIGH INC 27610-4568
013263
01503
88
1732296946
MCCRIMMON, KENNETH L MCCRIMMON, HELEN B
5416 TRESTLEWO0D LN
RALEIGH INC 27610-4568
007908
00835
89
1733206035
LESSARD, JAMIE
5420 TRESTLEWO0D LN
RALEIGH INC 27610-4568
014482
00197
90
1732297537
HEALY, BRIAN E HEALY, COURTNEY K
1804TEABROOK CT
RALEIGH INC 27610-4554
011831
00001
91
1732296741
NANCE, BRENDA S
5413 TRESTLEWOOD LN
RALEIGH NC 27610-4569
92
1732295834
BELL, MYLES ANTHONY
5417 TRESTLEWO0D LN
RALEIGH INC 27610-4570
013957
00299
93
1732294943
PHIPPS, JULIA F
5421 TRESTLEWOOD LN
RALEIGH INC 27610-4570
008130
02777
94
1732293968
CAPPY, GARY E CAPPY, MIRIAM MELENDEZ
5429 TRESTLEWO0D LN
RALEIGH INC 27610-4570
004713
00333
95
1733202151
EBN ER, WILLIAM H
1800 MAYBROOK DR
RALEIGH INC 27610-4548
012463
00759
96
1733200093
KING, WILLIAM KING, MARILYN
10505 MONTANA TER
UPPER MARLBORO MD 20774-6034
012373
01104
97
1733200106
TALON RIDGE HOMEOWNERS ASSOC INC
264 W MILLBROOK RD
RALEIGH INC 27609-4304
009499
00649
98
1732295556
TOWNSEND, GEORGE EJR TOWNSEND, ANITA M
5421 KINCROSS CT
RALEIGH INC 27610-4591
005089
00577
99
1732294643
TURGEON, ALAIN TURGEON, SANDRA
5417 KINCROSS CT
RALEIGH INC 27610-4591
009944
01252
100
1732293698
MARTINEZ, ROBERTYSALOMON
5413 KINCROSS CT
RALEIGH NC 27610-4591
008509
02157
101
1732293744
MOODY, JIMMY
5409 KINCROSS CT
RALEIGH NC 27610-4591
009313
01568
102
1732292884
ANCRUM, JASON M
5405 KINCROSS CT
RALEIGH INC 27610-4591
009353
02729
103
1732291872
SANDERS, DANIELSANDERS, DEBRA
5401 KINCROSS CT
RALEIGH INC 27610-4591
006648
00075
104
1732290794
BROWN, WESLEY E BROWN, BOBBI S
5400 KINCROSS CT
RALEIGH INC 27610-4590
006329
00475
105
1732290674
REGALADO, KATHARINA
5404 KINCROSS CT
RALEIGH NC 27610-4590
006467
00244
106
1732291548
LOGAN, VIVIAN B
2619 DAVIS ST
RALEIGH NC 27608-2029
008356
00595
107
1732290580
PAGAN, JOSEFINA
1804 KILPECK LN
RALEIGH INC 27610-6509
014794
02149
108
1732199579
COLLINS, CHARLES A COLLINS, GLORIA H
5401 FIELDCROSS CT
RALEIGH INC 27610-4559
005092
00693
109
1732199801
FREDELL, CHRISTOPHER TIMOTHY
1821 WINWAY DR
RALEIGH INC 27610-4563
015544
00710
110
1732198751
KNOBEL, AMIE L KNOBEL, MARK J
1816 WINWAY DR
RALEIGH NC 27610-4562
012353
02742
111
1732197675
IVEY, HARRY IVEY, CATHY M
1812 WINWAY DR
RALEIGH NC 27610-4562
008329
01189
112
1732196781
OROZCO, PHILLIP G
1808 WINWAY DR
RALEIGH INC 27610-4562
010740
00824
113
1732195693
RAY, LARESHIA
5309 NORTHPINES DR
RALEIGH INC 27610-4557
012074
00482
114
1732196547
EDWARDS, ALFRED H EDWARDS, ANTHA W
5317 NORTHPINES DR
RALEIGH INC 27610-4557
012378
02249
115
1732197502
JONES, RANDY E MARLEY, TIFFNEY L
5321 NORTHPINES DR
RALEIGH NC 27610-4557
012204
02494
116
1732195375
MBATA, JOHN FRANCIS MBATA, ERNESTINE M
5320 NORTHPINES DR
RALEIGH NC 27610-4556
008052
00499
117
1732195421
BROWN, THOMAS J
3225 BLUE RIDGE RD STE 117
RALEIGH INC 27612-8060
005184
00811
118
1732194467
SEGARRA, HERBERTSEGARRA, LILLIAN
5312 NORTHPINES DR
RALEIGH INC 27610-4556
011348
00537
119
1732193372
EL, RENE S EL, CARMELA G
112 S APPLEWOOD CT
ROCKY MOUNT NC 27803-1436
011255
00422
120
1732194216
DEBNAM, BOBBIE JEAN
5333 PRONGHORN LN
RALEIGH NC 27610-4597
008426
01852
121
1732194260
DRUMMOND, KIMBERLY
5337 PRONGHORN LN
RALEIGH NC 27610-4597
013606
01173
122
1732197154
BOUCK, JORDAN
519 FEDERAL AVE E
SEATTLE WA 98102-5013
015344
01912
123
1732197166
NIJUGUNA, MIRIAM G NJUGUNA, JOHN N
2603 DWIGHT PL
RALEIGH INC 27610-6547
013712
02696
124
1732197177
WILKINS, KIMESA G
2605 DWIGHT PL
RALEIGH INC 27610-6547
011662
01544
125
1732197199
MELENDEZ, JOSE MANUEL
2607 DWIGHT PL
RALEIGH NC 27610-6547
012252
00441
126
1732198200
TERESA VERNETTE HAWTHORNE SUPPLEMENTAL NEEDS TRUST
LYNN H RALLS TRUSTEE
3502 RIVER HILLS CT GREENSBORO NC 27410-8301
015652
00604
127
1732198212
JONES, FELICIA A
2611 DWIGHT PL
RALEIGH NC 27610-6547
008779
02660
128
1732198246
HARVEY, DEMETRIA SEAWELL HARVEY, DERRICK
2621 DWIGHT PL
RALEIGH INC 27610-6547
011069
01966
129
1732198268
SMITH, SHAIRON M
2623 DWIGHT PL
RALEIGH INC 27610-6547
008220
01116
130
1732198279
MCKOY, DALLAS LAVON
1201 S COURTHOUSE RD APT 428
ARLINGTON VA 22204-4656
012013
01058
131
1732198381
NICHOLS, TASHERRA
PO BOX 601
RALEIGH NC 27602-0601
011012
02492
132
1732198392
TURKS, LAKEISHA NYKOLE PRATT
2629 DWIGHT PL
RALEIGH NC 27610-6546
015537
01465
133
1732199314
CLARENCE WARREN, SEAN ANTONIO WARREN, OUMOU DIALLO
2631 DWIGHT PL
RALEIGH INC 27610-6546
013761
00450
134
1732199212
WALNUT RIDGE HOMEOWNERS ASSOC INC
4098 BARRETT DR
RALEIGH INC 27609-6604
008175
01678
135
1732199431
HOWARD, WANDA
5404 FIELDCROSS CT
RALEIGH NC 27610-4558
008110
00525
136
1732198487
DUNN, TELPHENIA A BOBBITT, SHERWOOD D
PO BOX 41674
RALEIGH NC 27629-1674
011040
02106
137
1732198432
DURANT, CHIQUITA
1905 MAYBROOK DR
RALEIGH NC 27610-4531
013845
02146
138
1732197397
WU, WEIZHONG
PO BOX 2163
APEX NC 27502-1198
015099
02756
139
1732197351
AMERICAN MORTGAGE HOME INC
309 W MILLBROOK RD STE 131
RALEIGH INC 27609-4394
010118
01277
140
1732197217
RHODES, MARY R
2005 MAYBROOK DR
RALEIGH NC 27610-6505
008138
00087
141
1732196250
GOWER, JERRY LGOWER, JO ANN
4814 OLD FAISON RD
KNIGHTDALE NC 27545-9188
008794
00131
142
1732195192
AMERICAN HOMES 4 RENT PROPERTIES FOUR LLC
30601 AGOURA RD STE 200
AGO URA HILLS CA 91301-2148
015248
00956
143
1732195047
SHANNON, DARRYLSHANNON, SUSAN L
2021 MAYBROOK DR
RALEIGH INC 27610-6505
007266
00112
144
1732196035
SEARS, JANICE
5407 DRUM INLET PL
RALEIGH INC 27610-6524
015498
01260
145
1732185902
JORDAN, JANETTE D
5404 DRUM INLET PL
RALEIGH NC 27610-6523
015693
01304
146
1732185858
DAVIS, HELEN
5408 DRUM INLET PL
RALEIGH NC 27610-6523
007572
00629
147
1732185729
DEBROW, RODNEY G
2405 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6529
011892
00480
148
1732184784
DAVIS, JOSEPH EDWARD
2401 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6529
015774
00625
149
1732184740
LAUREANO, AUDREY
2321 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6528
008817
01205
150
1732183696
MCGIRT, ORAL L
2317 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6528
009261
02765
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PARCEL IDENTIFICATION SCHEDULE
SHEET 1 OF 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE r M&C FILE NUMBER
HORIZONTAL:
NA
VERTICAL:
NA
DRAWING NUMBER
G5
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

151
1732183642
NDON GISILA, MUNUNGA S NDON GISILA, ANTOINETTE S
2313 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6528
008073
00307
152
1732182680
NNADI, ROSITA H
2309 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6528
008020
00608
153
1732182537
STESLICKE, YAN STESLICKE, CHRISTOPHER M
437 INDIAN HILL RD
HOLLY SPRINGS INC 27540-8992
014900
01458
154
1732181575
WELLS, KELVIN WAYNE WELLS, FELICIA D
2301 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6528
007846
00080
155
1732181656
MCNEIL, VERGIE
2125 MAYBROOK DR
RALEIGH NC 27610-6507
011068
02016
156
1732182628
HAITH, CYNTHIA Y
2121 MAYBROOK DR
RALEIGH NC 27610-6507
015441
00935
157
1732182772
OMOKAIYE, MICHELLE
2117 MAYBROOK DR
RALEIGH NC 27610-6507
013294
00627
158
1732183736
MEARIDY, CLORINDA J
2113 MAYBROOK DR
RALEIGH NC 27610-6507
015099
00629
159
1732183881
AVENT-KINDRED, GLORIA JANET
2109 MAYBROOK DR
RALEIGH INC 27610-6507
011212
00532
160
1732184827
GOODSON, PATRICIA D
2105 MAYBROOK DR
RALEIGH NC 27610-6507
007434
00024
161
1732184956
DIXON, JERMIAH
5400 DRUM INLET PL
RALEIGH NC 27610-6523
015582
00830
162
1732193016
MILLS, LONNIE MILLS, DONNA
2100 MAYBROOK DR
RALEIGH NC 27610-6506
008482
02378
163
1732182957
ARRINGTON, PEGGY M
2104 MAYBROOK DR
RALEIGH NC 27610-6506
013910
00569
164
1732182901
FORD, RALPH A
2108 MAYBROOK DR
RALEIGH INC 27610-6506
007268
00837
165
1732181846
LASSITER, DERWIN D LASSITER, TARA L
2112 MAYBROOK DR
RALEIGH NC 27610-6506
012655
02640
166
1732192143
LASSITER, ETHYLNN A
5332 PRONGHORN LN
RALEIGH NC 27610-4596
012456
01701
167
1732191057
BENNETT, WILLIAM L
5424 MILROY LN
RALEIGH NC 27610-6502
006955
00052
168
1732190083
SECRETARY OF HOUSING AND URBAN DEVELOPMENT
4400 WILL ROGERS PKWYSTE 300
OKLAHOMA CITY OK 73108
015796
00094
169
1732180919
LAVENDER, DENESE DARCEL
5416 MILROY LN
RALEIGH INC 27610-6502
005523
00373
170
1732089926
WARDEN, DEREK
5412 MILROY LN
RALEIGH NC 27610-6502
011286
00192
171
1732088944
KERR, VIOLET R
5408 MILROY LN
RALEIGH NC 27610-6502
006247
00627
172
1732087947
ROYA LL, JERRY
5404 MILROY LN
RALEIGH NC 27610-6502
006871
00197
173
1732180884
VELASQUEZ, JOSE NELSON FLORE VELASQUEZ, CECILIA CHACON
2116 MAYBROOK DR
RALEIGH NC 27610-6506
012881
02069
174
1732180804
GARCIA, RUBEN MARES MARTINEZ, FABIOLA
2200 MAYBROOK DR
RALEIGH INC 27610-6521
014588
00077
175
1732089833
BARBER, GLORIA
2204 MAYBROOK DR
RALEIGH NC 27610-6521
012981
00907
176
1732088843
ARZATE, ERENDIRA LOPEZ, RUBEN ARIAS
2208 MAYBROOK DR
RALEIGH NC 27610-6521
012820
01516
177
1732087863
LAMM, FREDERICK R LAMM, KIM
2212 MAYBROOK DR
RALEIGH NC 27610-6521
011156
02533
178
1732086882
GENAO, CECELIA
2216 MAYBROOK DR
RALEIGH NC 27610-6521
012271
02320
179
1732180684
REYES, THELMA ELIZABETH
2129 MAYBROOK DR
RALEIGH INC 27610-6507
011877
02197
180
1732180614
LEE, ROSA L LEE, TI MOTHY E
2201 MAYBROOK DR
RALEIGH NC 27610-6522
007554
00649
181
1732089634
CORTEZ, JOSE D ANZORA, ZOILA I
2205 MAYBROOK DR
RALEIGH NC 27610-6522
009651
00151
182
1732088664
ALPHA HAVEN LLC
105 OAKWOOD DR
WAKE FOREST NC 27587-9757
014959
02252
183
1732087694
HOOKER, GARY L SR HOOKER, LISA R
PO BOX 19457
RALEIGH NC 27619-9457
012902
00734
184
1732087634
GRANT, ELVIN W GRANT, ELEANOR H
103 HARDING PL
GOLDSBORO NC 27534-9100
007419
00344
185
1732086663
SULLIVAN, JOHNEL SULLIVAN, SUSAN
1028 LUMINARY LN
WILLOW SPRING NC 27592-8619
014317
01445
186
1732089521
THORPE, LILLIE A
2237 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
011658
02259
187
1732088560
SANDERS, WILLIE SANDERS, HELEN
2233 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
007682
00038
188
1732087590
KNOX, KYLA D
2229 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
012394
01656
189
1732087520
BOUTTE, KEVIN BOUTTE, DENISE J
7301 DARNOCH WAY
WEST HILLS CA 91307-1336
012182
01276
190
1732086554
WALKER, JOSEPHINE J
2213 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
007628
00173
191
1732085692
KALEJAIYE, ENITAN A KALEJAIYE, BIMBOLA A
2225 MAYBROOK DR
RALEIGH NC 27610-6522
007513
00326
192
1732085891
MASSEN BURG, CHARLES F MASSENBURG, CYNTHIA L
2220 MAYBROOK DR
RALEIGH NC 27610-6521
007019
00446
193
1732086923
BROWN, GAIL D
2109 BRIGHTWELL LN
RALEIGH NC 27610-6518
008983
02754
194
1732084807
DIXON, RODNEY E DIXON, CHRISTAL K
2112 BRIGHTWELL LN
RALEIGH INC 27610-6517
006880
00130
195
1732084717
HUNTER, CHRISTINA
2116 BRIGHTWELL LN
RALEIGH NC 27610-6517
011087
00210
196
1732084652
THOMAS-MANUEL, DEAN NE MAN UEL, LEE 0 JR
2200 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
013616
01903
197
1732084555
BARRON, DENNIS W BARRON, JOYCE W
2204 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
008331
01211
198
1732084590
MERCER, ASIA L
2208 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
011705
01949
199
1732083541
MORANO, ANTOIN ETTE
PO BOX 457
WAKE FOREST NC 27588-0457
015742
01205
200
1732081591
CRUSE, KAREENA
2220 VIOLET BLUFF CT
RALEIGH NC 27610-3151
012778
00464
201
1732081571
CAPPY, GARY MELENDEZ, MIRIAM
5429 TRESTLEWO0D LN
RALEIGH NC 27610-4570
014658
02710
202
1732081550
SMITH, SONJI ADELE
2224 VIOLET BLUFF CT
RALEIGH NC 27610-3151
008424
00393
203
1732081530
SNIPES, PHYLLIS LEARY
5925 SANDPIPER FARM LN
WENDELL NC 27591-9724
008527
00296
204
1732081510
CAGE, FRANCES J
2228 VIOLET BLUFF CT
RALEIGH INC 27610-3151
008427
02014
205
1732080590
HORTON, SUSAN MAE
2230 VIOLET BLUFF CT
RALEIGH NC 27610-3151
008466
01296
206
1732080489
NGUYEN, TIEN
110 CUPOLA CHASE WAY
CARY NC 27519-5537
015298
01419
207
1732080469
HOOKER, GARY L SR HOOKER, LISA R
PO BOX 19457
RALEIGH NC 27619-9457
012902
00734
208
1732080419
RILEY, ELVIRA K
2240 VIOLET BLUFF CT
RALEIGH NC 27610-3151
013241
00735
209
1722989498
ABRAHA, MUSSIE GHEMAI
2242 VIOLET BLUFF CT
RALEIGH INC 27610-3151
014903
01181
210
1722989478
REID, CYNTHIA D
2244VIOLET BLUFF CT
RALEIGH INC 27610-3151
012175
02450
211
1722989457
WILLIAMS, JOHN DANIEL
2246 VIOLET BLUFF CT
RALEIGH NC 27610-3151
008876
00623
212
1722989437
GARRETT, MICHAEL A
2248 VIOLET BLUFF CT
RALEIGH NC 27610-3151
008728
00848
213
1732081472
WALNUT BLUFFS HOMEOWNERS ASSOC INC
121 DUNEDIN CT
CARY INC 27511-6405
008189
00858
214
1732083660
LICONA, ELIN E
2305 MAYBROOK DR
RALEIGH INC 27610-6550
015743
01382
215
1732082660
GRADIZ, REYNA
2309 MAYBROOK DR
RALEIGH INC 27610-6550
008354
00317
216
1732082509
LEACH, BARBARA TAYLOR
2313 MAYBROOK DR
RALEIGH NC 27610-6550
008323
01118
217
1732081548
COOPER, SANDRA R
2317 MAYBROOK DR
RALEIGH NC 27610-6550
008300
02193
218
1732080588
JONES, DARRON TIMOTHYJONES, VALERIE Y
2321 MAYBROOK DR
RALEIGH NC 27610-6550
008292
00999
219
1732080518
MORGAN, CHRISTINA
2325 MAYBROOK DR
RALEIGH INC 27610-6550
011579
00046
220
1732082765
VALADEZ, DAVID VARGAS
2308 MAYBROOK DR
RALEIGH INC 27610-6548
014014
01667
221
1732081775
MORALES, JOSE A
2312 MAYBROOK DR
RALEIGH NC 27610-6548
013049
01217
222
1732080784
JACOBS, THOMAS W JR
2320 MAYBROOK DR
RALEIGH NC 27610-6548
008631
00246
223
1732080713
SAITO, HIDETO
11813 ELLICE ST
MALIBU CA 90265-2227
015718
02152
224
1732081882
CUNNINGHAM, CARLOS E II
2131 WALNUT BLUFFS LN
RALEIGH INC 27610-6552
012548
01283
225
1732081894
WEBSTER, IRWIN
1293 SUSSEX RD
TEANECK NJ 07666-2805
015617
00243
226
1732081896
NEWTON, LATORIAL SHERRELL
2127 WALNUT BLUFFS LN
RALEIGH NC 27610-6552
011235
00270
227
1732082808
WHITAKER, CHRISTOPHER L
2125 WALNUT BLUFFS LN
RALEIGH NC 27610-6552
013061
01700
228
1732080851
PUTZ, HERBERT K
6019 STRATTON PL
RALEIGH NC 27609-3637
009274
02427
229
1732080853
PUTZ, HERBERT K
6019 STRATTON PL
RALEIGH INC 27609-3637
009274
02447
230
1732080854
NICHOLS, STACY M
2130 WALNUT BLUFFS LN
RALEIGH INC 27610-6549
012689
01060
231
1732082918
WALNUT BLUFFS HOMEWONERS
121 DUNEDIN CT
CARY NC 27511-6405
010959
01769
232
1732090150
BROWN, WILLIAM J BROWN, ROBERT H
266 KELSO CT
CARY INC 27511-6549
000167
00-E-
233
1722985086
BROWN, ROBERT H
5609 POOLE RD
RALEIGH NC 27610-3124
2966
315
234
1722972480
BROWN, WILLIAM J JR
226 KELSO CT
CARY NC 27511-6549
2966
313
235
1 17228860571
PEDCOR INVESTMENTS-2013-CXXXIX LP
PO BOX 574
CARMEL IN 46082-0574
16208
1614
SEAL
DESCRIP11ONS
v
v MCICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
236
1 1722879513
MAYBROOK CROSSINGS HOMEOWNERS ASSOCIATION INC
PO BOX 26268
RALEIGH INC 27611-6268
16177
1044
237
1722870413
PEDCOR INVESTMENTS-2013-CXXXIX LP
PO BOX 574
CARMEL IN 46082-0574
16208
1614
238
1722788048
BROWN, WILLIAM J JR
226 KELSO CT
CARY NC 27511-6549
011276
01121
239
1722785262
LONG, DAVID JR LONG, NIKKI NATASHA
2819 ERINRIDGE RD
RALEIGH NC 27610-6646
13729
1565
240
1722785212
REYES, GABRIEL AGUILAR AMEZQUITA, MARIA
2823 ERINRIDGE RD
RALEIGH NC 27610-6646
15037
1089
241
1722784173
KPA, H'NUAT KSOR, HDRE
1856 MAYRIDGE LN
RALEIGH INC 27610-6800
15888
55
242
1722784123
BEST, CHRISTINA
1852 MAYRIDGE LN
RALEIGH NC 27610-6800
15699
1202
243
1722783165
BECTON, KATRINA
1848 MAYRIDGE LN
RALEIGH NC 27610-6800
15695
2451
244
1722783129
SMITH, CHARLES JR SMITH, SHANIKA
1844 MAYRIDGE LN
RALEIGH NC 27610-6800
15864
59
245
1722783226
STEWART, ERNESTSTEWART, MARY
1840 MAYRIDGE LN
RALEIGH NC 27610-6800
14805
2063
246
1722783320
KOMTHONGPANE, JAY
1836 MAYRIDGE LN
RALEIGH INC 27610-6800
13760
1708
247
1722783324
MAKEMA, NORDOF MASEKA, CLARISSE
1832 MAYRIDGE LN
RALEIGH NC 27610-6800
15695
2437
248
1722783319
ALEXANDER, SHAVONNA
1828 MAYRIDGE LN
RALEIGH NC 27610-6800
16199
620
249
1722783541
DOUGLAS, DEBORAH
7268 GREAT LAUREL DR
RALEIGH NC 27616-3330
12059
1012
250
1722780311
MYRICK CONSTRUCTIO CO OF RAL INC
2401 HODGE RD
KNIGHTDALE NC 27545-9387
10818
1761
251
1722780727
CITY OF RALEIGH
222 W HARGETT ST
RALEIGH INC 27601-1316
15921
2443
252
1722684975
CITY OF RALEIGH
222 W HARGETT ST
RALEIGH NC 27601-1316
15921
2443
253
1722681468
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
4804
218
254
1723609076
LOCKHART, ISRAEL
59 FAYSTON ST
DORCHESTER MA 02121-1905
000931
00603
255
1723605680
WILSON, ANNIE
1616 BETHEL RD
RALEIGH NC 27610-4410
001091
00013
256
1723508890
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD
RALEIGH INC 27615-5067
012497
00214
257
1723508843
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD STE 202
RALEIGH NC 27615-5067
012343
02273
258
1723508931
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD STE 202
RALEIGH NC 27615-5067
012343
02273
259
1723507787
HABITAT FOR HUMANITY DOWLING RIDGE HOMEOWNERS ASSN
2420 N RALEIGH BLVD
RALEIGH NC 27604-2235
011948
02063
260
1723515389
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE
116 W JONES ST
RALEIGH NC 27603-1300 002312
00029
261
1723514518
RALEIGH CITY OF
PO BOX 590
RALEIGH INC 27602-0590
008432
00215
262
1723414973
RALEIGH CITY OF
PO BOX 590
RALEIGH NC 27602-0590
003515
00709
263
1722872099
BROWN, WILLIAM J JR
226 KELSO CT
CARY NC 27511-6549
13856
2383
264
1722789099
PEDCOR INVESTMENTS
ONE PEDCOR SQUARE
770 3RD AVE SW
15928
1028
265
1722774760
PEDCOR INVESTMENTS
ONE PEDCOR SQUARE
770 3RD AVE SW
15928
1028
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PARCEL IDENTIFICATION SCHEDULE
SHEET 2 OF 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE r M&C FILE NUMBER
HORIZONTAL:
NA
VERTICAL:
NA
DRAWING NUMBER
G6
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

EX. WALNUT CREEK THREE
PIPE SIPHON (TYP. 2)
c�Ty
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TOP EL. 186.03'
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00
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STA: 1+72.53
RIM: 186.58
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EX. JUNCTION BOX INV.=173.44 \
TOP EL. 190.17' > \
c," O
STONE RELIEF LIMITS OF DISTURBANCE (TYP)
OUTLET (TYP.)
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STA: 4+93.78
RIM: 184.80
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(TO REMAIN)
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TEMPORARY TREE —
PROTECTION FENCING (TYP)
RELOCATE 16" RJ DI REUSE LINE LIMITS OF DISTURBANCE (TYP)
16" 22.5° DI BEND
16" 11.25' DI BEND (CONNECT TO EXIST.)
CONTRACTOR TO PROTECT EXISTING INTERCEPTORS AGAINST TRAFFIC/EQUIPMENT
LOADS PRIOR TO ACCESSING THIS AREA FOR STAGING, ETC.
EX. OCTAGONAL JUNCTION BOX CONCRETE THRUST COLLAR
TOP EL 189.08'
(TO BE REPLACED)
(SEE [SHEETS to come] FOR DESIGN)
EX. 66" RCP CRAB TREE IN TERCEP TORS
CONTRACTOR TO PROTECT EXISTING INTERCEPTORS AGAINST TRAFFIC/EQUIPMENT
LOADS PRIOR TO ACCESSING THIS AREA FOR STAGING, ETC.
SEE TRAFFIC CONTROL SHEET TC2
FOR CONTINUATION OF LIMITS OF
pro o� DISTURBANCE AND EROSION CONTROL
MEASURES
TBM
WETLANDS yF� HISEL ON SSMH LID
V=187.98'
Y
o SEE NOTE
NOTE: INTERCONNECTING JUNCTION BOXES ON THE EX. (2)
66" INTERCEPTORS ARE LOCATED APPROXIMATELY 310 LF
UPSTREAM (NORTH) AND MAY BE USED TO ALTER FLOW
PATH TO AIDE WITH BY—PASS PUMPING TEMPORARILY
DURING CONSTRUCTION. SEE KIMLEY—HORN AND
ASSOCIATES, INC. PROJECT NO. 01 21 06301 4 FOR
ADDITIONAL INFORMATION. ALL BYPASS OPERATIONS MUST
BE COORDINATED WITH THE OWNER.
Z
R
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(TYP.)
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40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
94
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
DESCRIPTIONS
REVISIONS
1`,���►�I t CA►��tr',,ff SEAL
Ro
.v�-- ¢ -
LA00'\
v
vMROM&CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" SANITARY SEWER
STA. 1+13+/- TO STA. 12+00
92
90
88
86
84
82
80
78
76
74
72
70
68
12+00
4'
Cel
4'
—E8'
SCALE: 1"=4' (Vert.)
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB, B.B
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
EM
SCALE
M&C FILE NUMBER
CU 701
HORIZONTAL'
DRAWING NUMBER
1 -=40'
VERTICAL:
C 1
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

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/ EXISTING FENCE AND GATE
AS REQUIRED j' >
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COD — —
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
1 _ FIRE
fl\ \\ \� -, \\ \\ \"\ '��\I/ // / \ \\ \ II �°��� URBAN FORESTRY
� \\ C \ \ /
\ \ \ \ -- \ \ �� / / \ \ \ � I
\ \ 1 \ \ \ / � / \ \ \ / SITE ACCESSIBILITY
125'x250' TEMPORARY 40' 0 40' 80' CITY OF RALEIGH
CONSTRUCTION EASEMENT I N 0 N 0 N 0 PUBLIC UTILITIES DEPARTMENT
SCALE: 1"=40' (Horiz.) PERMIT #
20
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
VERTICAL:
C2
1"=4'
200
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172
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13+00 14+00 15+00
16+00 17+00 18+00 19+00
20+00 21+00 22+00
23+00 24+00
_—
_� —_
� �
� �
a DESCRIPTIONS -�111111111111
LL-- REVISIONS -A
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
OF K4zF0
s
AA Q
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" SANITARY SEWER
STA. 12+00 TO STA. 24+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
HORIZONTAL:
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
-11111118'
SCALE:
1"=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 701
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
VERTICAL:
C2
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

N
1.
CONSTANT UPWARD GRADIENT TO EXIST. ARV. IF THIS CAN BE
ACHIEVED, THE PROPOSED ARV CAN BE ELIMINATED.
200-
01919194
JANUARY 2016
O
— EX.
6" DI WATER LIN
0
RELOCATED 6"
198-
DI WATER LI E
; N
CLW, JSL
PROJ. MGR.
198
3
EX. 8" DI S. S.
N ^
(REMOVE EX. 8"
1915-
SS AS REQ'D. AND
Nom' of
N Q ? p
ABANDON &
Z 2
GROUT FILL
in
REMAINING 8" SS
—196
TO EX. MH)
1"=4'
194—
A
Q
o
194
Lw
N
Q^�
192
0 �N^
cd
19N
Ct
� bo 2 2
188-
8
PC h
186—,--
18184182
184-
182—
OON
18
.......
X. 2" PE
GAS -
Z
17
X
�EX. CATV
176-
7174172
174-
172
24+00
25+00
DESCRIPTIONS
REVISIONS
EX. GRADE 9
PROPOSED
IN TERCEP TOR
16" 45° VERT. D
RELOCATE 16" DI REUSE LINE
CONC. THRUST COLLA
11
EX. 76 DI REUSE
72" FRP SN72
7
16 LF
Y
V
JANUARY 2016
O
— EX.
6" DI WATER LIN
0
RELOCATED 6"
3
DI WATER LI E
; N
CLW, JSL
PROJ. MGR.
198
3
EX. 8" DI S. S.
N ^
(REMOVE EX. 8"
N
W
SS AS REQ'D. AND
Nom' of
N Q ? p
ABANDON &
Z 2
GROUT FILL
in
REMAINING 8" SS
—196
TO EX. MH)
1"=4'
� to -1
16" 45' VERT. DI BENDS
(CONN. TO EXIST.)
26+00
ARV=
MANHOLE
(REF.—
DETAILS�—
z
J
JANUARY 2016
200
J
0
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
198
3
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
`-
VERTICAL:
—196
O 0
1"=4'
� to -1
Q
o
194
W� D;ON
Q
PC h
OON
Zp
22
X. 2" PE
GAS -
Z
X
�EX. CATV
EX. TELE—
7Y.
w
i
STORM CROSSING #2 CLASS B RIP RA
EX. 24" RCP (ON BOTH SIDES
OF PIPE)
I
O
J
v
3 a N
C4
� h ° 16
h� N0lz
0
4°) 22p
_�� :�� »
to FE 2 2 2
16" 22.5' DI BEND
27+00 28+00 29+00 30+00 31+00
1`,���►�1 t CA��r''`�i SEAL
.v�-- ¢ -
J
LAY
Q
g!4� SCREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
16 45' HORZ. DI BENDS
(CONN. TO EXIST.)
RELOCATE 16" DI REUSE LINE
EX. UGE
32+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
33+00
SCALE: 1"=40' (Horiz.)
PUBLIC UTILITIES DEPARTMENT
PERMIT #
0
JANUARY 2016
200
J
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
198
3
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
`-
VERTICAL:
—196
O 0
1"=4'
� to -1
Q1 + (zi �z�
194
72" SANITARY SEWER
STA. 24+00 TO STA 36+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
CU 701
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
—m8'
SCALE:
1"=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 701
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
VERTICAL:
C3
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

TEMPORARY STREAM CROSSING AND PUMP AROUND (SEE DETAIL SWP-1)7
10'x50' TEMP. CONST. EASEMENT -
CONC. THRUST COLLAR
16" 45' VERT. DI BEND
(CONN. TO EXIST.) \
STONE RELIEF OUTLETS (TYP.)
TEMPORARY SILT FENCE FOR
4a `, HIGH HAZARD AREAS (TYP.)
EX. 16" Dl REUSE
(TO BE REMOVED WHERE REPLACED)
M H #11
(
TS STA: 39+52.44
U (TYP.) STA: EQ 0+00.00
/ oa i / - RIM: 188.94_ _
�W I IMITS OF _�' A i OMBINATION SILT - -
= I DISTURBANCE (TYP) - - �� '�� - - - - -FENCE/TREE PROTECTION _
8
--_ �_�_---- -_FENCE (TYP.) _ �� 123'
CITY OF RALE/GH U TILI1_Y _EASEUEV 7 Opt- — — — — _ 18 '
I
O 00 — WOODS LINE -3z+-00—
_ _ —
- - -- /
o \LINE (TYP.) 16"
U B-, I�u U RU Ru REC� RU —
V) TFft
P Uj LUL)/
� J• � J
= I EX. 54 RCP ss LIMITS OF
U DISTURBANCE(TYP)
Q — - — —moi 1�
OF RALE/G U LITY EASEMENT BM 1
/ Y 4 0 �c����o �o ao
RIM 95.93' TEMPORARY TREE
TOP F NUT=190.10' PROTECTION FENCING
(TYP)
I
`''
♦ it 41' (F �� ��
11 4i
a Win
a now
MM11 1.
,� ��. •• Imo•,
EX/tREMOVE
8" WATER LINE AS SHOWN IS FROM RECORD ONLY AND
soS NEVER LOCATED DURING FIELD INVESTIGATION.
NTRACTOR SHALL DETERMINE SIZE, LOCATION, MATERIAL
D RELOCATION REQUIRED. (SEE PROFILE FOR ADD'L. INFO. 7s
VALVE AND GANG
TER BOXES AND REPLACE ASPHALT
O PAVEMENT, CURB & GUTTER AND
� SIDEWALK AS REQ'D.
ti 70
�
0592-0046
/
0 40' 80'
HIGH HAZARD AREAS (TYP.)
O
COMBINATION SILT
SCALE: 1"=40' (Horiz.)
COMBINATION TEMPORARY
\ �
CLEARING LIMITS
I
AREAS/ TEMPORARY
19
FENCE TREE PROTECTION
/
73
IPF
EXTEND EX. SEWER
THROUGH EX. MH
(TYP,)
1-
v
3.13' ss
FENCE (TYP.)
(SEE S1)
(SEE
^
WITH 54 LF 8" DIP
166
O
n
173.
MH #12
CONC. PI RS & PIPE
CRADLES (TYP. 8) _
TO NEW MH #13
EX. WOODS LINE
HOUSE �
T
EX. CA TV
=1 3. HOUSE
STA:4+25.64
MH #
3
AFTER 72" IS
W (TYP.
�� 9 LLdC /
I f
to
ss
RIM: 189.47\
STA:
QA45+89.44
ACTIVATED (SEE
1
77
O
VERTICAL:
U
C4
1"=4'
RIM:187.2 �-
DETAIL SS -20A)
- -
-
�--.
CITY Y EASE
N B 19
1 PG 4 0
--- __
— \
\ (2) 4" DI 45'
W
-
/�
-
0
VERT. BENDS
2
N
cI
O lot ro
ci `r h
W `STONE RELIEF
`` - -
OUTLET t TYP.)
\
„-
RELOCATE 4 DI
LU
1 X177'
�\ 4+00
v 187 f
J I o
1ta
6+00
,:rr
2
o \
47+00- WATER LINE_
t�
N
I`—
v/ —
RU ✓ U6 I 16" E) o
R
---- — —o
EXTEND EX. SEWER LU — T — — T —
THROUGH EX MH WITH Z EX 16" D/ FUSE o- o-6' W ODER FEND
Mill
LSCC •
63 LF 8" DIP TO NEW -3 WOODEN FEN E I I EX. FENCE TO BE
OMH #11 AFTER 72" IS - - - - - - - REMOVED AND - -
41 ACTIVATED (SEE REPLACED
a / EX. FENCE TO BE 4"D1 4 DIf Y OF RALEIGH UTILITY
DETAIL SS -20A) sEMENT BM 1971 PG 470
� REMOVED WITHIN - -
I 3a I 3s CONC. THRUST COLLAR ss 20' CITYOF,EAS NT
RALEI 1� UTILITY EASEMENT I SSMH
SAN/TAR SE R
a2 '\/ so RIM=18 .02'
3s BM 1986 PG 23 O \ I O CONC. PIERS & PIPE I 0
\ CRADLES & 84" STEEL I INV.IN= 16.88'(4"DIP) ss
16" DI CPLG. a3
(CONN. TO EXIST.) I TBM CASING PIPE (SEE S1) �i INV.IN=1 4.75'(10"DIP
CL BENCH CP&L P R POLE INV.OUT 174.67'(10"DI )
I\ ELEV=19 . 3' EX. WOODS LINE
v (TYP.)
I �7 � O EX. 8" WL
`�\ (CONTRACTOR SHALL 01PF
I \
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
REVISIONSDESCRIPTIONS
1`,���►�l t CA f ��'�r'''�i SEAL
�' z
.v�-- ¢ -
LAY
CONFIRM LOCATION
ti 70
Y
v
0592-0046
TEMPORARY SILT FENCE FOR 40'
0 40' 80'
HIGH HAZARD AREAS (TYP.)
O
CHECKED
SCALE: 1"=40' (Horiz.)
COMBINATION TEMPORARY
BRL
SILT FENCE FOR HIGH HAZARD
AREAS/ TEMPORARY
19
PROTECTION FENCING (TYP.)
g
IPF
4'
TREE - •
v
IPE
84" STEEL CASING PIPE-
(SEE S1)
(SEE
^
010 04
166
O
n
L. •
CONC. PI RS & PIPE
CRADLES (TYP. 8) _
(SEE S1) ` z z
z tr
T
EX. CA TV
M&C FILE NUMBER
E CA TV
�,
HORIZONTAL'
DRAWING NUMBER
1"=40'
—
VERTICAL:
C4
1"=4'
194 -Ex.
GRADE ©
cI
O lot ro
ci `r h
PROPOSED
INTERCEPTOR
o OV � h
N
192
N
rn� �ro
MW�� 2 2 o
I
o
ADDITIONAL
FILL
�Q d . Q � Z
I
o
N N
- -
- -
RELOCATE 16 DI REUSE LIN
18
\
CONC. THRUST COLLAR
STORM PIPE CROSSING #3
\
EX. 15" CMP
c�
(TO BE REMOVED)
18
I
I
184
72" FRP SN46
EX. 16" Dl REUSE
182
18
00.068%
17
17
406.77
LF
174
16" DI CPLG.
/ft
(CONN. TO EXIST.)
172
16" 45' HORZ. DI BEN
17
16" 111.25' HORZ. DII BEND
-
STORM CROSSING #3
1 6" 45' VERT. DI BEND
-
16
(SEE SHEET C21)
EX.
16" Dl REUSE
CONC. THRUST COLLAR
16
36+00
37+00 38+00 39+00
1+00
2+00
STA: EQUATION
AT MH STA: EQUATION AT MH
REVISIONSDESCRIPTIONS
1`,���►�l t CA f ��'�r'''�i SEAL
�' z
.v�-- ¢ -
LAY
CONFIRM LOCATION
ti 70
MATERIAL AND DEPTH)
0592-0046
TEMPORARY SILT FENCE FOR 40'
0 40' 80'
HIGH HAZARD AREAS (TYP.)
SHK, BRL
CHECKED
SCALE: 1"=40' (Horiz.)
COMBINATION TEMPORARY
BRL
SILT FENCE FOR HIGH HAZARD
AREAS/ TEMPORARY
PROTECTION FENCING (TYP.)
IPF
4'
TREE - •
v
IPE
84" STEEL CASING PIPE-
(SEE S1)
(SEE
^
010 04
166
O
n
L. •
CONC. PI RS & PIPE
CRADLES (TYP. 8) _
(SEE S1) ` z z
z tr
T
EX. CA TV
M&C FILE NUMBER
E CA TV
�,
HORIZONTAL'
DRAWING NUMBER
1"=40'
—
VERTICAL:
EX. LICE — — EX. UGE
72" FRP SN46 /
425.tp LF EX 8" DI
FX I TdJE WATERLINE
g!4 &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
RELOCATE 8" DI WATERLINE.
s INSTALL IN 20 LF OF 16" EX. 10" DIP ss
STEEL CASING .25" WALL
THICKNESS MIN. CENTERED
ON 72" SS. INSTALL PER
CITY OF RALEIG
STANDARDS (NOTE, WATER
LINE LOCATION SHALL BE
DETERMINED IN FIELD BY
CONTRACTOR
3+00
4+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
EX. TEL
EX. CA V
5+00
72" FRP SN72
cm
211.20 LF
SSM \\ (RAS — o FV -
RI =191.32'
IN .IN=183.83'(8"DIP) \ THRUST BLOCK (TYP. EA. END
I V.I —180.19'(54"RCP)\ \ \ OF RELOCATION)
NV.OUT= 0.03'
\ 16" G� s1 \
REMOVE AND REPLACE ASPHALT RIM= 8.45'
PAVEMENT, CURB & GUTTER AS REQ'D. TO OF NUT= 185.63' \
72 �
SMH
IM= 190.56'
o PF INV. OUT=184.75'(8"PVC)
INV. I1\1=184.88'(8"PVC)
I . IN=185.08'(14 "DIP)
20' SANITARY SEWERi� ASEMENT
BM 1985 PG 1188 ��
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
o PERMIT # 196
J
-w 194
00 19 2
ao _
00,0 o
�N`O `` ^� ^-� ADDITIONAL FILL
�
L" ►, c� (TYP.)
o " 00
- ; Z po N I 190
RELOCATE 4" DI WL \ N N
2titi��� > > EX. 2" PE GAS
EX. 4" Dl WL .,�? Z
— — —_X. CATV I I 188
EX TEL E
EX. LICE
6+00 I46+00
STA: EQUATION AT MH STA: EQUATION AT MH
72" SANITARY SEWER
STA. 36+00 TO STA 48+00
47+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
EX. 16 DI REUSE
BRL
170
RU RU
IPF
4'
TREE - •
�,
,
VE
FENCE (TYP
DOGWOOD
010 04
166
L. •
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
EX. TEL
EX. CA V
5+00
72" FRP SN72
cm
211.20 LF
SSM \\ (RAS — o FV -
RI =191.32'
IN .IN=183.83'(8"DIP) \ THRUST BLOCK (TYP. EA. END
I V.I —180.19'(54"RCP)\ \ \ OF RELOCATION)
NV.OUT= 0.03'
\ 16" G� s1 \
REMOVE AND REPLACE ASPHALT RIM= 8.45'
PAVEMENT, CURB & GUTTER AS REQ'D. TO OF NUT= 185.63' \
72 �
SMH
IM= 190.56'
o PF INV. OUT=184.75'(8"PVC)
INV. I1\1=184.88'(8"PVC)
I . IN=185.08'(14 "DIP)
20' SANITARY SEWERi� ASEMENT
BM 1985 PG 1188 ��
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
o PERMIT # 196
J
-w 194
00 19 2
ao _
00,0 o
�N`O `` ^� ^-� ADDITIONAL FILL
�
L" ►, c� (TYP.)
o " 00
- ; Z po N I 190
RELOCATE 4" DI WL \ N N
2titi��� > > EX. 2" PE GAS
EX. 4" Dl WL .,�? Z
— — —_X. CATV I I 188
EX TEL E
EX. LICE
6+00 I46+00
STA: EQUATION AT MH STA: EQUATION AT MH
72" SANITARY SEWER
STA. 36+00 TO STA 48+00
47+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
170
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
174
172
0
170
4'
-168
166
48+00
8'
SCALE:
1"=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 701
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C4
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

SSMH \ \ 90 � f \ °yZ,
�9 RIM=186. '
O� OG\ 98
INV.IN=179. 0'(8"DIP / COMBINATION SILT 9, �
INV.OUT=179. 5' � Z
FENCE/TREE PROTECTION sF Fp
STREAM 54000 FENCE) ( TYP. 30' DRAINAGE EASEMENT���
SSMH REMOVE AND REPLACE ASPHALT BM 1987 PG 1030 \
RIM=180.83' PAVEMENT, C&G AND SIDEWALK AS REQ'D. TBM
VIN=174.98' 4"DIP) 0'X80' EASEMENT BENCH TIE IN 20" PIN 20' SANITARY SEWER EASEMENT `
IN . =174.9 BM 1987 PG 1030
�A" 1971 PG 470 ELEV=187.76 MH #15 I I
INV0'U 17 .85' � MH #14
/ N STA: 52+37.92 I I
0SANITARY SEWER EASEMENT S A:50+79.74 IE=180.75' _ RIM: 192.04 I
\ M 1987 PG 1030 RIM: 189.93 _
\ TEMPORARY STREAM C&G
y CROSSING AND PUMP AROUND TYP.) GE EASEMENT
1 20' AINA E (SEE DETAIL SWP-1) / ( ✓ BM 20, 1987 RAIN
1040
1 o M 10x50 TEMP. CONST. EASEMENT
\� INSTALL STRAW W/ NET / i " AR \ / I I +oo
1 I ► q LINER WHERE DITCH IS
-,-.DENUDED (SEE DETAIL EC -14) -151+00
I
16j'�AR \�
w U - -
cn
• .. O / W RUNLET PROTECTION (TYP.)
BLIC - RELOCATE 6" DI WATER LINE
00
w /
+ 16„ RU -
0 ' - - EX. "`D WA TER LIN \ _ /
\ - ��
EX. 54 R P SS - _ CI ARVOFO VA VE
m �' - CI / TE=189 65'_ TOP ARV RI NU192 91' /
N =189.11 CI TE=190. 5' INV .IN=1885.35 TOP OF T= /
UT=185.96' TE=188. 7- 8 .80 INV.OUT- ` /
INV -OUT-
SS INV.I4= 83.63' (4) 6" DI 45' VERT. BENDS AND
4 /' RIM= 87.98'183.17
'° � � INV.IN 17 .66'(4"DIP) I INV.Ou = sa / PROVIDE THRUST BLOCKS ON EX.
n \
7 57 (4 DIP WATER LINE BEYOND TIE-IN \
•P \ \ INVJIN = 65'( 5' LOCATIONS \ \
INV.IN=' 7.4
�EMPORA\Y �ILT oUT-1
a3 ASE ENT
1 ENCE FOR O I S ITPG 1030ER E / - \
HIGH HAZARD LIMITS OF RIM=191.04'
a2 I / M 19 87 / INVIN-184.79' "PVC) \\
REAS (TYP.) DISTURBANCE (TYP) / INVIN=184.89'(8' VC)
l'8L I=31 / / INV.OUT=184.74'
Z9'Gg -
10 20' DRAINAGE E SEMENTI
BM 1987 PG 103 I It /
EX 8" STORM CROSSING #4 �dl�
1 DATER 88 8
\ (SEE SHEET C21) / /�
/
LINE /
\R EAS>t ENT
SANITARY SEWE
\ gM 1987 PG 1030 \ / ASN
85 86
- EX. 6" FM SHALL BE RECONNECTED TO NEW MH #15. CONTRACTOR TO VERIFY EX. 6" FI
/CAN REMAIN CONNECTED TO EX. MH WHILE NEW 72" RCP & MH #15 ARE CONSTRUCTED
\ IF NECESSARY, CONTRACTOR TO PROVIDE TEMPORARY RELOCATION TO ENSURE FM STAY
I IN SERVICE PRIOR TO RECONNECTION.
STONE RELIEF
\of
r\�'OUTLET PROTECTION
(TYP.) q� STREAM _S500
® \�\�F �� TEMPORARY STREAM
EX. BLDG. TO BE �� CROSSING AND PUMP AROUND
\
-RELOCATED BY OWNER (SEE DETAIL SWP-1)
2\\6" DI 45' , �\\ �\ \\ TEMPORARY SILT FENCE FOF
BENDS \ \�\ \ \ °tiF HIGH HAZARD AREAS (TYP.)
IMITS OF DISTURBANCE (TYP)
COMBINATION SILT
p00_ \\\ _ FENCE/TREE PROTECTR
FENCE (TYP.)
C16
CITY OF RALEIGH
PUBLIC UTILITIES DEPART.
PERMIT #
V SHALL CONFIRM MAXIMUM SAG ELEVATION WITH DUKE
64°� 106' \ \ \°00�\ 36°\\ CLEARING LIMITS ENERGY PROGRESS. EX FHA
IAREA F \\ F o� (TYP.)
ESCAPED O (REMOVE AFTER
DUDES \/PPOUS �qo�o ' FH RELOCATIO
SEs �Fss\ \\� .. ,.:. 55+00 ' N)
- J �' 0 40' 0 40' 80'
56+,�jpJAP. MAPLE to / LIMITS OF
- - i DISTURBANCE (TYP)
�
_ / • (LJ 104
INSTALL DITCH LINER u - - \ C) �F\\\� u / = SCALE: 1"=40' (Horiz.) .00 CHECK DAM (TYP.
� � � \ 0 12" 90' DI BEND ROLLED „
SC250, \ Fye - 195 - NOTE: REPAIR ASPHALT ( tG
- SONE RELI \ - F W d DOWN 45° VERT.) NEW 12 DI WL U
Ru Z AND CURB AS REQ D.
\ 92 _ - OUTLET (TYP. \\ F - _ JIt �5�� 12" TS&V LI WOODS
�\\\\\\\\\\\ \L�� \\ - RU = r0 yO LINE (TYP.)\ W
o 15' SA ITARY SEWER-EASEMEN W
EXTEND EX. 8 SEWER THROUGH ��_ \\\\ \ - - _ y k 12 11.25° DI BEND 199 PG 965 =
EXISTING MH WITH 45 LF 8" DIP TO o� o� A� \\\\��\\\\�\�� \ o \\ - Q S'�P• _12" 11.25' DI BEND rto� - - - 99NPG �� - - - - 0
NEW MH 14 AFTER 72" IS ACTIVATED \ \ U i� \ b F ``F. _
# /� a\ � \ � E� \ � �`` � - -C/TY of R LE/GH UT/L/TY EA EMENT B 1971 PG 470 � W
�\ B �\ s / G�� - \ - 195 =- - - N NFO W
(SEE DETAIL SS -20A) \ .(
RIMSSMH192`56' r �� \ \, \\ TEMPORARY TREE'TE -
- o- E -�
-rV
INV.IN=183.91'(6"FM) `\ PROTECTION FENCING (TYP) \ \ \ F N w W^' ^� N 00
INV.IN=184.01'(8"PV\ G - W
RELOCATED FH 1 o" - _ O
INV.IN=180.8' 85 'RCP)
V OUT =180.8 (54"RCP)' \ \ \ 12"x6" TS&V o
Ip / ARV 1 YBROOKDR.60'PUBLICR/W E�X12" DI WATER LINE / EX 16" o
20' S ITAR SEWER E SEMENT \ \/ \\�� EX. FHA TO BE REMOVED - R RII (TO EMOV�®"WHERE O�ATED)�Rd D1 REUSE Q
BM 198 P 1030 \ \ 'F,,\ AND RELOCATED I \ - - - _MH #16� „ RU N
;, _\ -`L l H STA: 56+94.01 E- 0 \ \ 12 LINE STOP \B \ RIM: 196.39 - Z
\ 30' DRAINAGE SEMEN \ �_LS r _ _ _ _ _ _ _
TEMPORARY TREE BM 1987 PG 103 12" END CAP RODDED TO THRUST COLLA Ri STA 56+194 01 / �� - - - - - - - - (2) 12" 45' DI BENDS (VERT.) EC) _
PROTECTION FENCING (TYP) \ REF. DETAILS°- EX. 54", RCP ss ROLL DOWN UNDER EX. FH LEG- -
RIM: 200.45 - - - U
\ _ 200 __ TEMPORARY TREE �, - - - - - �- - - - �- - - 19
°yF _ - PROTECTION FENCING (TYP) m / - - = N& FHA BRANCH - - - -
\ ITY L u ILIT % �; RELOCATE EX. FH
\ SSMH \ \ ` �� \ SHE$ _ �Jr Y X
RIM= 19 9' / Odd RIM=196. X X X �o
INV.IN=185. 9'(8"PVC) (SEE C24) FOR LOCAL SEWER , LS MH #3 INV IN(N )-1 \ .41 \ EASEMENT TOHE EAG L�CVH �E� X X jos X O
INV OUT=185. PLAN qN \ RIL ,, INV IN NE
/\O\\ :56+94.01 ( 183. 2' SWIM & RACQUET CLUB OR THE
SMH INV //�(Iy =1 0 \ MAINTENANCE OF PROTECTI E BERM (2) 12" 45° DI BENDS (VERT.)
;IM=195.89 IM. '""''T=1 0.5' " BM 1488,,PG 8 ROLL DOWN UNDER EX. FH LEG �-
48+00 49+00 50+00
DESCRIPTIONS
REVISIONS
51+00
SEAL
1`,���►�1 t
SEAL
CARo
'��'�r''`�i
.v�-- ¢ -
LAY1NQ'\
103 II '�
52+00
53+00
Q
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
54+00
55+00
56+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
57+00
58+00
72" SANITARY SEWER
STA. 48+00 TO STA. 60+00
59+00
DATE:
JANUARY 2016
O.
NV VLAWING IN It1t. YVYYtKLINL tNJGMtIV I WI IIIVV I H
WRITTEN AGREEMENT w/DUKE ENERGY PROGRESS.
rLA1VIV11Vto/l_UN1 V j
FIRE
103
DESIGNED
6,
7.
CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF
PROJECT LIMITS.
POWERLINE HEIGHT IS APPROXIMATE. CONTRACTOR
URBAN FORESTRY
SITE ACCESSIBILITY
C16
CITY OF RALEIGH
PUBLIC UTILITIES DEPART.
PERMIT #
V SHALL CONFIRM MAXIMUM SAG ELEVATION WITH DUKE
64°� 106' \ \ \°00�\ 36°\\ CLEARING LIMITS ENERGY PROGRESS. EX FHA
IAREA F \\ F o� (TYP.)
ESCAPED O (REMOVE AFTER
DUDES \/PPOUS �qo�o ' FH RELOCATIO
SEs �Fss\ \\� .. ,.:. 55+00 ' N)
- J �' 0 40' 0 40' 80'
56+,�jpJAP. MAPLE to / LIMITS OF
- - i DISTURBANCE (TYP)
�
_ / • (LJ 104
INSTALL DITCH LINER u - - \ C) �F\\\� u / = SCALE: 1"=40' (Horiz.) .00 CHECK DAM (TYP.
� � � \ 0 12" 90' DI BEND ROLLED „
SC250, \ Fye - 195 - NOTE: REPAIR ASPHALT ( tG
- SONE RELI \ - F W d DOWN 45° VERT.) NEW 12 DI WL U
Ru Z AND CURB AS REQ D.
\ 92 _ - OUTLET (TYP. \\ F - _ JIt �5�� 12" TS&V LI WOODS
�\\\\\\\\\\\ \L�� \\ - RU = r0 yO LINE (TYP.)\ W
o 15' SA ITARY SEWER-EASEMEN W
EXTEND EX. 8 SEWER THROUGH ��_ \\\\ \ - - _ y k 12 11.25° DI BEND 199 PG 965 =
EXISTING MH WITH 45 LF 8" DIP TO o� o� A� \\\\��\\\\�\�� \ o \\ - Q S'�P• _12" 11.25' DI BEND rto� - - - 99NPG �� - - - - 0
NEW MH 14 AFTER 72" IS ACTIVATED \ \ U i� \ b F ``F. _
# /� a\ � \ � E� \ � �`` � - -C/TY of R LE/GH UT/L/TY EA EMENT B 1971 PG 470 � W
�\ B �\ s / G�� - \ - 195 =- - - N NFO W
(SEE DETAIL SS -20A) \ .(
RIMSSMH192`56' r �� \ \, \\ TEMPORARY TREE'TE -
- o- E -�
-rV
INV.IN=183.91'(6"FM) `\ PROTECTION FENCING (TYP) \ \ \ F N w W^' ^� N 00
INV.IN=184.01'(8"PV\ G - W
RELOCATED FH 1 o" - _ O
INV.IN=180.8' 85 'RCP)
V OUT =180.8 (54"RCP)' \ \ \ 12"x6" TS&V o
Ip / ARV 1 YBROOKDR.60'PUBLICR/W E�X12" DI WATER LINE / EX 16" o
20' S ITAR SEWER E SEMENT \ \/ \\�� EX. FHA TO BE REMOVED - R RII (TO EMOV�®"WHERE O�ATED)�Rd D1 REUSE Q
BM 198 P 1030 \ \ 'F,,\ AND RELOCATED I \ - - - _MH #16� „ RU N
;, _\ -`L l H STA: 56+94.01 E- 0 \ \ 12 LINE STOP \B \ RIM: 196.39 - Z
\ 30' DRAINAGE SEMEN \ �_LS r _ _ _ _ _ _ _
TEMPORARY TREE BM 1987 PG 103 12" END CAP RODDED TO THRUST COLLA Ri STA 56+194 01 / �� - - - - - - - - (2) 12" 45' DI BENDS (VERT.) EC) _
PROTECTION FENCING (TYP) \ REF. DETAILS°- EX. 54", RCP ss ROLL DOWN UNDER EX. FH LEG- -
RIM: 200.45 - - - U
\ _ 200 __ TEMPORARY TREE �, - - - - - �- - - - �- - - 19
°yF _ - PROTECTION FENCING (TYP) m / - - = N& FHA BRANCH - - - -
\ ITY L u ILIT % �; RELOCATE EX. FH
\ SSMH \ \ ` �� \ SHE$ _ �Jr Y X
RIM= 19 9' / Odd RIM=196. X X X �o
INV.IN=185. 9'(8"PVC) (SEE C24) FOR LOCAL SEWER , LS MH #3 INV IN(N )-1 \ .41 \ EASEMENT TOHE EAG L�CVH �E� X X jos X O
INV OUT=185. PLAN qN \ RIL ,, INV IN NE
/\O\\ :56+94.01 ( 183. 2' SWIM & RACQUET CLUB OR THE
SMH INV //�(Iy =1 0 \ MAINTENANCE OF PROTECTI E BERM (2) 12" 45° DI BENDS (VERT.)
;IM=195.89 IM. '""''T=1 0.5' " BM 1488,,PG 8 ROLL DOWN UNDER EX. FH LEG �-
48+00 49+00 50+00
DESCRIPTIONS
REVISIONS
51+00
SEAL
1`,���►�1 t
SEAL
CARo
'��'�r''`�i
.v�-- ¢ -
LAY1NQ'\
103 II '�
52+00
53+00
Q
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
54+00
55+00
56+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
57+00
58+00
72" SANITARY SEWER
STA. 48+00 TO STA. 60+00
59+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
VERTICAL:
C5
D6
D4
D2
D0
a8
6
14
32
30
38
36
4'
34
32
0
30
78
4'
76
60+00
8'
SCALE:
1"=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 701
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C5
1"=4'
TATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

2
2
2
2
1
1
1
60+00
EX. 8" DI WA TE U
LINE m
CL
U
EX. 8" DI WA TER—
LINE
135 133 132 131 130 129 128 134 127 126 125 124 123 122
144
15' SANITARY EWER EASEMENT -
8"x$" TS&V M 1987 PG 960 — 8"x8" TS&V
8" DI 90° BEND
8" LINE STOP w THRUST COLLAR AND PLUG (REF. DETAIL PW12) 8" LINE STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12)
rr In MH #18 50 THERN DBL4827SPGE84 I
12"x8" DI TEE I I I STA: 64+68.30 oAY I
00 EASEMENT NOT FOUND 50' GREENWAY EASEMENT I I
12" GATE VALVE 137 RIM: 193.29 0 R BOXES AND UTILITIES
139 INSIDE RETAINING WALL BM 1997 PG 836
RECONNECT WATER SERVICES 0
" 141 (EPHEMERAL 1a2
136 138 TO NEW 12 DI WL (TYP.) 140 O CHANNEL i� 143
I ILOLO
NEW 12" DI W.L. NLET PROTECTION (TYP.) 4"X4" WALL I 00 o (4) 12" 45° DI VERT BENDS
PRECONNECT FHA ITE=192 20' 12"x8" TEE NEW 12"
O NEW 12" DI WL E=18 .75' 12" GATE VALVE _ \ I II DI WL
0� — — —L01� C NC. U WL TV&NFO 24" R �\ — — / / (O�M 1Y�0) N&NFO
Cl l E/ LJ:Y 5f @M— 2917 47 LAW — I — D— TI
— _—
N T _TV rn V V
147
W
0 SSMH g
RIM -188.47'
wo
145 00
a QCI
CL 0 SSM ,r g
8 90° DI BEND o
RIM— 9.54' 12"x$" DI TEE N m Iso
CL
i
U, 2" GATE VALVEC10 CI
161 IE=18 .74
78 (NW) I IE186.46'(NW
—'RF F7'/SE) I N IEr186.14'(SE)
12"x8" TEE
12" GATE VALVE I I =
—EEW LIMITS OF
7 DISTURBANCE (TYP)
l1 r, ani �,,,� _ —
- 148
149
150
EXTEND EX. SEWER THROUGH EX. MH WITH
50LF DIP AND EXTEND TO NEW MH #20
AFTER 72" IS ACTIVATED
(SEE DETAIL SS -20A)
CONC. THRUST COLLAR
159 I I I /
158
16" DI CPLG.
(CONN. TO EXIST.) 157
MH #19 1
STA: 69+7.86 12" 11.25° DI BEND
RIM: 192.88 /
(OEMPIY C) _
uj---j L F 1 1
-_ � - I - __ .- _I •. _ _ !'!■! •®sews® � ®a-r'Sirl �4�.-�®-ese.�� .�.�
��re^e8: -�smemweaimsa®s�®i _ gBl®B�'6. ar9'.-_-
�� � _ mom ae+es., .�.s®mrss� � s�e� . as��ar�s�•r�aee®_ ���`' : � � �
TEMPORARY TREE ROOK DR. (60'PUBLIC RIWY tPAIR CURB AND
MIN PROTECTION FENCING u 1, MA
RU RU — ASPHALT ROADWAY
-_ -
F- .mo
.F. -��� ., s��_�s-w� =■` �, Z��.a���l�\.11� i�if�.7//��/i���I�..�GG!-e�;2...
-1114
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
�U
DESIGNED
ON �►�. iMw, .a-
CHECKED
CLW, JSL
LIMITS OF
BRL
DISTURBANCE
HORIZONTAL'
DRAWING NUMBER
(TYP)
W1 7111
� is
C6
1"=4'
U
. . ,
��;
�, IE,,.,Te_�
�
7
'W
l�
A
1
Wr
- -
.,
r
Cn _
E
EX. 8" DI WA TER—
LINE
135 133 132 131 130 129 128 134 127 126 125 124 123 122
144
15' SANITARY EWER EASEMENT -
8"x$" TS&V M 1987 PG 960 — 8"x8" TS&V
8" DI 90° BEND
8" LINE STOP w THRUST COLLAR AND PLUG (REF. DETAIL PW12) 8" LINE STOP w/ THRUST COLLAR AND PLUG (REF. DETAIL PW12)
rr In MH #18 50 THERN DBL4827SPGE84 I
12"x8" DI TEE I I I STA: 64+68.30 oAY I
00 EASEMENT NOT FOUND 50' GREENWAY EASEMENT I I
12" GATE VALVE 137 RIM: 193.29 0 R BOXES AND UTILITIES
139 INSIDE RETAINING WALL BM 1997 PG 836
RECONNECT WATER SERVICES 0
" 141 (EPHEMERAL 1a2
136 138 TO NEW 12 DI WL (TYP.) 140 O CHANNEL i� 143
I ILOLO
NEW 12" DI W.L. NLET PROTECTION (TYP.) 4"X4" WALL I 00 o (4) 12" 45° DI VERT BENDS
PRECONNECT FHA ITE=192 20' 12"x8" TEE NEW 12"
O NEW 12" DI WL E=18 .75' 12" GATE VALVE _ \ I II DI WL
0� — — —L01� C NC. U WL TV&NFO 24" R �\ — — / / (O�M 1Y�0) N&NFO
Cl l E/ LJ:Y 5f @M— 2917 47 LAW — I — D— TI
— _—
N T _TV rn V V
147
W
0 SSMH g
RIM -188.47'
wo
145 00
a QCI
CL 0 SSM ,r g
8 90° DI BEND o
RIM— 9.54' 12"x$" DI TEE N m Iso
CL
i
U, 2" GATE VALVEC10 CI
161 IE=18 .74
78 (NW) I IE186.46'(NW
—'RF F7'/SE) I N IEr186.14'(SE)
12"x8" TEE
12" GATE VALVE I I =
—EEW LIMITS OF
7 DISTURBANCE (TYP)
l1 r, ani �,,,� _ —
- 148
149
150
EXTEND EX. SEWER THROUGH EX. MH WITH
50LF DIP AND EXTEND TO NEW MH #20
AFTER 72" IS ACTIVATED
(SEE DETAIL SS -20A)
CONC. THRUST COLLAR
159 I I I /
158
16" DI CPLG.
(CONN. TO EXIST.) 157
MH #19 1
STA: 69+7.86 12" 11.25° DI BEND
RIM: 192.88 /
(OEMPIY C) _
uj---j L F 1 1
-_ � - I - __ .- _I •. _ _ !'!■! •®sews® � ®a-r'Sirl �4�.-�®-ese.�� .�.�
��re^e8: -�smemweaimsa®s�®i _ gBl®B�'6. ar9'.-_-
�� � _ mom ae+es., .�.s®mrss� � s�e� . as��ar�s�•r�aee®_ ���`' : � � �
TEMPORARY TREE ROOK DR. (60'PUBLIC RIWY tPAIR CURB AND
MIN PROTECTION FENCING u 1, MA
RU RU — ASPHALT ROADWAY
-_ -
F- .mo
.F. -��� ., s��_�s-w� =■` �, Z��.a���l�\.11� i�if�.7//��/i���I�..�GG!-e�;2...
- •" _ FLO D STORA -
E=193.15' EASEMENT BM 1988 P a X W ao rn
IE=191.03' I $" 90° DI VER BEN LEVATION = 192 2' TE=193.33'
BM 1988 PG 8 I
�20' STORM DRAINAGE TBM CI / IE IN=189.7 COLLAR AND PLUG I i�, IE=189..33 ( W)
EASEMENT BENCH 71E I IE OUT=185 b — w 121 Z
BM 1988 PG 8 CP&L POWER POLE TE=192.18' 115 (REF. DETAIL PW12) v o I �� /- 0 IE=189.88' ( E)
ELEV=195.27° INV IN 18"(NE)=188.9 _ z
INV IN 15"(NW)=188.89' EX, 8" D/ U 116 I ��
CI INV OUT 24"(SE)=188.86' WATER L/NE LIMITS OF DISTURBANCE (TYP) o
EX. 12" Dl WATER LINE (TYP.) TE=193.35' 8"PVC C' `"
STORM CROSSINGS #6, #7 & #8
(TO BE REMOVED WHERE RELOCATED) IE=190.70' ( W) — — — — — — Z
� 8" D/P — (3) EX. 36" RCP's
/-
/ 'E=190.35' W) — — SSMH193.31' ci°j RZ
—EX. 16" 0/ REUSE — — — RIM=
SSMH /G IE=187.13'(SW1 �,° / 120 8" DIP
EX. 54" RCP SS 111 f W RIM188.6 ( �P� IE_186.38(N) EXTEND EX. SEWER THROUGH SMH
/ O � IE=188.6 '(N W) 117 /tk
Z
IE= 18 7. 16 (NE) E �g626'I EX. MH WITH 49LF DIP AND
INV.OUT=187.16'(NE) 20' SANITARY SEWER EASEMENT E EXTEND TO NEW MH #18
11a I BM 1988 PG 8 I I AFTER 72" IS ACTIVATED
I (SEE DETAIL SS -20A)
/ 112
i
z I I
—30=SANITARY SEWER AND 50'X130' EASEMENT \
STORM DRAT NT BM 1971 PG 471
118 BM 1988 PG 8—
'ss W
I�
w ■ wJ ��. a ML
OMBINATION SILT4 — — AC o — — �°�vc
2 FENCE /TEMPORARY TE=191.59_ — — 0— —_ _ _ / 8 P
TREE PROTECTION IEW) — — — 1 5—=187.09'( — p l^ — / l
FENCING (TYP) E=186.94'( E) TE=191.66' v o SSMH / J
REFIT F — , IF= 87.26 — _ _ RIM 197.36--
INV. IN=186.5 '(8"P �
\CI IN =182 24'
TE=193.42' 1 s2 RIMH I N V. O T=18 .14' 165
—19 .68' 1sa
IE=190.24' 163 � V 1N=188.31' O SSMH
I V OUT 188.12' IRI —198.15' a
LIMITS OF
STORM CROSSING #9 I INV I (W)= 66'
EX. 15" RCP DISTURBANCE rr INV I (WN 7.
(TYP) RELOCATE 16 DI INV I (NE)=187.32
INLET PROTECTION (TYP.) REUSE WATER INV 0 T(S)=187.22'
40' 0 40' 80'
O
SCALE: 1"=40' (Horiz.)
8"x$" TS&V STOP w/ THRUST
COLLAR AND PLUG
(REF. DETAIL PW12)
i
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
SEE C16� 7 & C18
151 /
152
153
156
MH #20
STA: 71+47.21 /
/ RIM: 197.23
(2) 12" 11.25°
SNS- DI BENDS
t 0
LV
�P
CONC. THRUST COLLAR
16" 11.25° DI BEND
;'� (CONN. TO EXIST.)
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with dl Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00
DESCRIPTIONS
LL__ REVISIONS A
SEAL
SEAL SEAL
4 -
�''•�,�' LAX 1NQ
►1
Q
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" SANITARY SEWER
STA. 60+00 TO STA. 72+00
F
DATE:
-1114
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
ON �►�. iMw, .a-
CHECKED
CLW, JSL
PROJ. MGR.
BRL
CU 706
HORIZONTAL'
DRAWING NUMBER
1"=40'
W1 7111
� is
C6
1"=4'
. . ,
��;
�, IE,,.,Te_�
�
: I !�°�■
l�
1
...
PROTECTION
.,
,
20' DRAINAGE EASEMENT
FENCING (TYP)
- •" _ FLO D STORA -
E=193.15' EASEMENT BM 1988 P a X W ao rn
IE=191.03' I $" 90° DI VER BEN LEVATION = 192 2' TE=193.33'
BM 1988 PG 8 I
�20' STORM DRAINAGE TBM CI / IE IN=189.7 COLLAR AND PLUG I i�, IE=189..33 ( W)
EASEMENT BENCH 71E I IE OUT=185 b — w 121 Z
BM 1988 PG 8 CP&L POWER POLE TE=192.18' 115 (REF. DETAIL PW12) v o I �� /- 0 IE=189.88' ( E)
ELEV=195.27° INV IN 18"(NE)=188.9 _ z
INV IN 15"(NW)=188.89' EX, 8" D/ U 116 I ��
CI INV OUT 24"(SE)=188.86' WATER L/NE LIMITS OF DISTURBANCE (TYP) o
EX. 12" Dl WATER LINE (TYP.) TE=193.35' 8"PVC C' `"
STORM CROSSINGS #6, #7 & #8
(TO BE REMOVED WHERE RELOCATED) IE=190.70' ( W) — — — — — — Z
� 8" D/P — (3) EX. 36" RCP's
/-
/ 'E=190.35' W) — — SSMH193.31' ci°j RZ
—EX. 16" 0/ REUSE — — — RIM=
SSMH /G IE=187.13'(SW1 �,° / 120 8" DIP
EX. 54" RCP SS 111 f W RIM188.6 ( �P� IE_186.38(N) EXTEND EX. SEWER THROUGH SMH
/ O � IE=188.6 '(N W) 117 /tk
Z
IE= 18 7. 16 (NE) E �g626'I EX. MH WITH 49LF DIP AND
INV.OUT=187.16'(NE) 20' SANITARY SEWER EASEMENT E EXTEND TO NEW MH #18
11a I BM 1988 PG 8 I I AFTER 72" IS ACTIVATED
I (SEE DETAIL SS -20A)
/ 112
i
z I I
—30=SANITARY SEWER AND 50'X130' EASEMENT \
STORM DRAT NT BM 1971 PG 471
118 BM 1988 PG 8—
'ss W
I�
w ■ wJ ��. a ML
OMBINATION SILT4 — — AC o — — �°�vc
2 FENCE /TEMPORARY TE=191.59_ — — 0— —_ _ _ / 8 P
TREE PROTECTION IEW) — — — 1 5—=187.09'( — p l^ — / l
FENCING (TYP) E=186.94'( E) TE=191.66' v o SSMH / J
REFIT F — , IF= 87.26 — _ _ RIM 197.36--
INV. IN=186.5 '(8"P �
\CI IN =182 24'
TE=193.42' 1 s2 RIMH I N V. O T=18 .14' 165
—19 .68' 1sa
IE=190.24' 163 � V 1N=188.31' O SSMH
I V OUT 188.12' IRI —198.15' a
LIMITS OF
STORM CROSSING #9 I INV I (W)= 66'
EX. 15" RCP DISTURBANCE rr INV I (WN 7.
(TYP) RELOCATE 16 DI INV I (NE)=187.32
INLET PROTECTION (TYP.) REUSE WATER INV 0 T(S)=187.22'
40' 0 40' 80'
O
SCALE: 1"=40' (Horiz.)
8"x$" TS&V STOP w/ THRUST
COLLAR AND PLUG
(REF. DETAIL PW12)
i
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
SEE C16� 7 & C18
151 /
152
153
156
MH #20
STA: 71+47.21 /
/ RIM: 197.23
(2) 12" 11.25°
SNS- DI BENDS
t 0
LV
�P
CONC. THRUST COLLAR
16" 11.25° DI BEND
;'� (CONN. TO EXIST.)
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with dl Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00
DESCRIPTIONS
LL__ REVISIONS A
SEAL
SEAL SEAL
4 -
�''•�,�' LAX 1NQ
►1
Q
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" SANITARY SEWER
STA. 60+00 TO STA. 72+00
F
DATE:
-1114
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
CU 706
04
02
;.L7
98
i°
�6
94
86
4'
84
82
0
80
78
4'
176
REUSE
174
72+00
8,
SCALE:
1"=4' VE
SCALE
M&C FILE NUMBER
CU 706
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C6
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

WE
2
2
2
2
2
1
1`,���►�1tCA"+i SEAL
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v� 4
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DESCRIPTIONS
REMSIONS
Q
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" SANITARY SEWER
STA. 72+00 TO STA. 84+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
DRAWING NUMBER
176
174
84+00
SCALE:
8'
1"=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 706
HORIZONTAL:
DRAWING NUMBER
1"=40'
VERTICAL:
C7
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

:
E
0
m
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a
NOTE: THE CONTRACTOR MAY NEED TO PROVIDE o��Go�`o�° /o
ADDITIONAL EROSION CONTROL MEASURES WITHIN PP
THE CONSTRUCTION LIMITS BASED ON ACTUAL 5�� ! / OQ°
FIELD CONDITIONS. CONTOURS SHOWN FOR THE
THE BLUFFS DEVELOPMENT ARE BASED ON DESIGN vel_ O PP 100
DOCUMENTS PROVIDED BY OTHERS AND MAY NOT P�5 / / / Fp
BE REPRESENTATIVE OF FINAL GRADE CONDITIONS
UPON START OF THE WORK FOR THIS CONTRACT.
THE CONTRACTOR SHALL CONSULT THE OWNER
AND ENGINEER IF THERE ARE QUESTIONS �Gy� / N 046011Gdl
REGARDING THE NECESSARY EROSION CONTROL
MEASURES UPON START OF, AND DURING oJ����� / �� QQ� 6
CONSTRU TION.
zos los \G��QG• P5 �P /�G'T
N eo
STORM CROSSING #11 -
(SEE SHEET C21)
TBMON SPINDLE
TOP 0Po g6POLE
CpScL
ELE� 193
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
(TYP.) 190.71
RIM STONE
212O /�GTYP.18
�� 233 MH 24 STONE RELIEF OUTLET () IE=7
/ P ti F #
��
00- / �(i / ti STA: 88+88.39 INSTALL 15" RCP STORM PIPE UNDER
W COMBINATION TEMPORARY SILT F NCE �� �ti / / �s ���� �. RIM:198 75 ,� TSP CONST_EN - ANCE
W �\��� �� fig. S��s F / i i� _ 'i \
= FOR HIGH HAZARD AREAS/ yap G� �� / s�o / / ��� / / / / TI_MI�C�ST. ENTRANCE ,
V) TEMPORARY PROTECTION FENCING (TYP.) ��� ����' �� -)(SEE DETAILS) WORK INSTALLATION IN CONJ. WITH TEMP STORM PIPE \
`W / �� ����/ _ CITY)F R LAEGH UT7NTY�as IEN B 19 P�47o LIMITS OF DISTURBANCE (TYP)_'
OSSF SSF TPF SSF S F SSF SSFP SS F \ SSF F— 79p / / v •�• � 7 ^w
+, _ \ / STdNE RELI��
4+00 / / 85+0 205 / �osgs+0o // +00 \ 88+ +oo OUTLET (TYP.) \ +
00 \
SSF
W
.Z-.! —
_ �- —
RU -1 R » F?E
WIDE SOIL PATH 7tQ PR
- 270 \ \ LIMITS OF �o� �_osr2'
c DISTURBANCE _ o o �9/� TOP 3 g NUT
(TYP) _ �P�
NOTE: REFERENCE GENERAL NOTE 39 MAYBROOK DR EXT.
ON SHEET G2. (SEE SHEET C26)
C
TEMPORARY ~SILT FE`10E FC
HIGH HAZARD AREAS (TYP.
WOODS LUE
CITY OF RALEIGH UTILITY EASEMENT BM 7971 PG 470
-EX. 16" DI REUSE
FX .54" P(P SS
/
/ 5" CP
195 • - o.-
01
131079
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195
EX. DI TCH
TEMPORARY STREAM CROSSING AND PUMP AROUND T
SEE DETAIL SWP-1 /' /
EX. GUARDRAIL (TYP.)j
/
/ 76 Dl WATER LINE / J TEMP. CONST. ENTRANCE Q Q W rn
EX. 54 RCP INTERCEPTOR / / z a 2
TEMPORARY TREES UNDER NEW HOPE ROAD/��
PROTECTION FENCING (TYP) 472.75± LF ® 0.080% SLOPE / �J /INSTALL/ SYNTHETIC MATIN
233 a o N '
(TO BE SLIPLINED w/ 48" SN72 FRP ,�� W v o
_DITCH AS INDICATED. ONCE C)40' 0 40' 80' FLUSH -BELL PIPE) 0 TEMP. CONST. IS REMOVED,
% �Q m
,SEE NOTES 1 & 2 BELOW) ! �` CONTRACTOR SHALL INSTALL C
SCALE: 1"=40' (Horiz.)
/COMPLETE SYNTHETIC MAT CONC. THRUST
FOR DITCH EXTENTS BETWEEN COLLAR
LOD
ING
10
14
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
.-.
�
00
BRL
C8
1"=4'
2
APPROX. OHE EL
32.2± APPROX. OHE EL 28.1± APPROX. OHE EL 28.11
SLIPLINE NOTES:
W w
EX
GRADE
•. .. •.
•
1
14
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
.-.
�
00
BRL
C8
1"=4'
2
APPROX. OHE EL
32.2± APPROX. OHE EL 28.1± APPROX. OHE EL 28.11
SLIPLINE NOTES:
W w
EX
GRADE
v
1. CONTRACTOR SHALL NOT SLIPLINE EX. 54" RCP
rn
N
C W o
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Y
INTERCEPTOR UNTIL THE 72" INTERCEPTOR HAS
N
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Q, CL
PROPOSED
IN TER CEP TOR
BEEN INSTALLED, TESTED AND APPROVED BY
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171
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CL
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THE OWNER AND SEWER FLOW HAS BEEN
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Waw
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3
72
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TRANSFERRED TO THE INTERCEPTOR.
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PROPOSED 8' DI WATER LINE
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2. CONTRACTOR SHALL VERITY EX. SS MH
Z
^
3 N
(BY OTHERS)
o 1-
2
FOR DUKE :NERGY PROGRESS TRANSMISSION LINE00
- -
- - -
DIMENSIONS AND PIPE INVERTS PRIOR TO
w
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Yo
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—NOTES
EASEMENT
CROSSING
`} °2
N Ado
+ °^°
BEGINNING SLIPLINE WORK.
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LL
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M
2
POP. SIDEWALK
O
m
02
EX.
12 " S TEEL
GA S
1.
CONTRACTOR SHALL CONTACT DUKE ENERGY PROGRESS
=�.,
N�rn g Z o
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(B Y OTHERS)
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2
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RIGHT-OF-WAY AGENT BRUCE PAIT O 919-329-5928 A
MINIMUM OF 48 HOURS PRIOR TO ANY WORK IN THE
x
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TRANSMISSION UNE EASEMENT.
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,
W
PROPOSED GRAD
o
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2
�\
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--
vi
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=ems»>
(BY OTHERS)
2.
CONTRACTOR SHALL ADHERE TO DUKE ENERGY
`
` Z Z Z
FOR THE BLUFFS @
�'
a
.� 3
PROGRESS CAROLINAS EASEMENT RIGHTS AND THE
-
98
9/16/13 "TRANSMISSION LINE RIGHT OF WAY USE
WALNUT CREEK
1
GUIDELINES" AS INCLUDED IN THE CONTRACT DOCUMENT
/
I
ROP. SIDEWALK
DEVELOPMENT)
APPENDICES.
�
�
I
�
(BY OTHERS)
9
3.
PER OSHA REQUIREMENTS A SAFE DISTANCE OF 12'-2"
�
��
(BEYOND)
EX. 54 RCP INTERCEPTOR BEYOND
11
-- -
- -
1
MUST BE MAINTAINED FROM ANY CONDUCTOR OF
/
UNDER NEW HOPE ROAD
ELECTRICITY.
/
472.75± LF 0 0.080% SLOPE
94
4.
DIRT MAY NOT BE PILED HIGHER THAN 6 FEET WITHIN
(TO BE SLIPLINED w/ 48" SN72 FRP
1
-
- -
1
TRANSMISSION LINE EASEMENT AND MUST BE REMOVED
I
I
FLUSH -BELL PIPE)
�-
EX 2" TELE
„
LOCATE( 16 DI
DAILY.
I
__(SEE NOTES 1 & 2 ABOVE)
(REUSE
92
5.
NO BLASTING IN THE POWERLINE EASEMENT WITHOUT A
I
i
i
CONIC THRUST COLLAR
1
WRITTEN AGREEMENT w/DUKE ENERGY PROGRESS.
INSTALL CONCRETE CRADLE
TO
I
EX. 2" TELE
6.
CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF
I
I
SPRINGLINE OF PIPES. SEE CORPUD.
EX. 16 DI REUSE
EX. 16" DI REUSE
9
PROJECT LIMITS.
I
I1
DETAIL SS -4.
EX. 16" DI WL
I
I
7.
POWERLINE HEIGHT IS APPROXIMATE. CONTRACTOR SHALL
MAXIMUMCONFIRM SAG ELEVATION WITH DUKE ENERGY
�—
-
8
PROGRESS.
- - - - -
- - -
- - - - - -
72"FRP SN46
- - -
- -
- - - -
72"
FRP SN46
1
72" FRP SN46
I
I
8
i
F
1
84
1
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I
068%
-�
------:x@068
------
-
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- - - - - �•-- -
--
0.068
1
o.
-
---
--- --
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--
------
--
_ - - ----
,
82
1
8
STORM C EXS48G
,..
434.12 LF
1
565.50 LF
477.49 LF
CP
(TO BE REMOVED)
(2 16�� 22.5. HORZ. DI BEND
(CONN.
TO
EXIST.)
7
INSTALL
CONCRETE CRADLE
(2) 16" 11.25' HORZ. DI
1
TO SPRINGLINE OF-BENDS(I
(CONN. TO EXIST.)
7
PIPE/CULVERT. SEE
TORM CROSSING #11
THRUST
1
CORPUD. DETAIL SS -4.
(SEE SHEET C21)
CONC.
BLOCK
84+00 85+00
REVISIONSDESCRIPTIONS
86+00
87+00
1`,���►�1 t CASEAL
.v�-- ¢ -
LAY 1NQ
88+00
89+00
v
vN4CK M & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
90+00
O
RI
FSG G % L
91+00
92+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
93+00
94+00
72" SANITARY SEWER
STA. 84+00 TO STA. 96+00
95+00
F
DATE:
14
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
C8
10
08
D6
D4
a8
a6
a4
a2
a0
38
36
4'
34
32
0
30
78
4'
76
96+00 8'
SCALE: 1"=4' Vert.)
SCALE
M&C FILE NUMBER
CU 706
HORIZONTAL:
DRAWING NUMBER
1"=40'
VERTICAL:
C8
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

206-
204-
202-
198-
196--
19 4
0204202
191919419219181818418218171717496+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
N
lz
U
J OO FP EX. GREEN WA Y \ j �Q \ \
(REF. NOTE 3700 / o TEMPORARY STREAM \
EX. 54" RCP ss — ON SHEET G2) i �' , o / / i // CROSSING AND PUMP AROUND
L103
i 5-
_ (SEE DETAIL SWP-1) \
- _ EX. 16' Dl REUSE ii - _ = MH #27 O \ 1
STONE �ELIE� / STA:101+24>3 �— — -- /
/ — p _ _ CLEARING LIMITS (TYP.)
�� � � — — RIM: 197.49 � ep. � -o / 18s — — — — � / � ��
— OUTLET`(TYP.)—moi. LIMITS OF DISTURBANCE (TYP)_ ti G��� 5FI-
TIE EX. 24 FM
-� 18 80//��%� ---____ ---- ��� 1� :;.''::INTO NEW MH #27 �� I �I �\ o• o I j
RA�EGGH I� ZY E/A�L<A�1FNT/197/ 470 - - _ - - - \ �P i� I I' / / L \
ssF/TpF — F \ CONC. THRUST / / (Il ` r STREAM 99 00
moi/ ; — — J \ \ \ COLLAR -�,� I ���� — — (iT 0 RA EI H MH #28 LIMI
M / — —
STA: 106+16.18
\ \ � �� \ S S R EASE ENT
�J1g6' - 1a°� j /
DQ INE / 1e1+00 c. \ EX. 24 Dl FM } �\ _ \ \ 9 PG. 70 RIM: 196.24
I \\ \ -
- 3 RI 0 (REMOVE FOLLOWING COM
-
` RECONNECTION TO MH #27) ) �1�2 I FARC FILTER (TYP.) N I FEN(
1a �/ 19 --� 785_ �� o \ `LI
�y / �U _1L6"(REC \ 1 X121' A1606 4 24" 45' DI BEND — ��� _ _ — — — — = ° ��� \�I a°'II \ EX. 15" RCP —-ARE.
_M - RV -M= �M- .O -M_�1j - -/�- -M.� M— n,6—uRIM b.,.. 3 0 W —" , ` .,- \ I V I (TO BE REMOVED) / —FEN(
V EL 44
191 A Y`t in - - \
_ 8 � - 193 - .•,p -
\
RIM: 1? 196 -S3f
INS?. IN(4): 185. 4' \ r 1 - - -- 190 -
a c o o_ _- 1 1 7 0 rn \ 06+ 60� \ I I 107+00
TPF 1 L ! �� / O - - - - - 19 \ SS \
R
R XI TING y RIM=200.11 �` SSMr�jI 195• / CB30 M _ _ - - -o \ \ \ \ INS BOUT y86 01 ,
TOR PRIOR TO ACCESSING \�T�OF NUT=193.8 RIM�197.97 \I 1� O 180' W FOR
_--
=A FOR STAGING, ETC.V.IN=190.07'(24"DIP FM i .190 \ - --187_ - ( - _ -� RU
I 79� I N=184.45' �I
7 AD EAS MENT 2 9 _
� z
6 \ \ \ \
PG. 175 V1lij `
L5 1, (PLUG FM CONN. \ \ _ F
\ AT MH w/ GROUT) \ \ \ _
200• \ \ Z
\ ` , EX GREEN WA Y \
.� J STONE RELIEF 1
UTLET (TYP.)" I �'\ Wow (REF. NOTE 37 /
_ _ _ _ _ ON SHEET G2)
CLEARING LIMITS � ., � � I \ '� \� �\ � S� U � � � — � � I =— � � � �' �� — �� � �
(TYP.) LIMITS OF DISTURBANCE (TYP) \ �S Q �F� IGH . l EME r eA� 7 0
-
�� �# COMBINATION TEMPORARY SILT FENCE FOR HIGH HAZARD Tr=KA DnQeQV TQC'r
NOTE: THE CONTRACTOR MAY NEED TO PROVIDE
AnnIT10KIA1 Fpngi 1N r.ONTR(11 MFAgIIRFq WITHIN
l/A•�tl� -
r` NOTE: REFERENCE GENERAL NOTE 39
ON SHEET G2.
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00
DESCRIPTIONS
LL REVISIONS
1`,���►�1 t CA'���r''`�i SEAL
z
.v�-- ¢ -
LAY1NQ''\
1,P) I ��
v
vMFICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
72" & 66" SANITARY SEWER
STA. 96+00 TO STA. 108+00
EX. 16" RJ DI REUSE
PROP. RELOCATION OF
GREENWAY TRAIL
(BY OTHERS)
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
206
204
202
200
198
196
194
192
190
188
186
4'
184
182
0
180
178
4'
176
174
108+00
8'
SCALE: 1"=4' (Vert.)
SCALE M&C FILE NUMBER
CU 706
HORIZONTAL: DRAWING NUMBER
1"=40'
VERTICAL: C9
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

20
20
204
202
20
19
19
194
192
19
18
18
184
182
18
:L
17
108+00
STONE RELIEF -
OUTLET (TYP.)
I
MH #30—
STA:115+ 58.99
RIM: 198.94
SSMH // \
I RIM=202.13
INV. IN= 190.83'(8"DIP)
INV.IN=186.27'
INV.OUT=186.25
�O
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
Z
COMBINATION TEMPORARY SILT FENCE
CLEARING LIMITS FOR HIGH HAZARD AREAS/
(TYP.)
TEMPORARY PROTECTION FENCING (TYP.) I 'y
EXTEND EX. 8" SEWER MH #31 L ��W'0
THROUGH EXISTING MH LIMITS OF DISTURBANCE (TYP) STA: 119+92.13
WITH 54 LF DIP AND _ _ RIM: 195.26 'yam
_ �
EXTEND TO NEW MH � - ' - � - � 1so , � � � � < < �
#30 AFTER 66" IS _ — —�\%,AACTIVA D (SEE DETAIL -----SS-18 OtT�OF RALEIGH i-T/L�TY EASEWNN - W 1ZJ74, PG 4-70 — — — — 190
/
'B'E'N'CH
' ri\ BENmCH 11E IN 24" SYWETGUM
/ o ELEV=204.43'
�/ \ \�3 \
/j X. 48" RCP SS\ \
244 245
A
\-13 \3
pN�\0s q�
EX. MANHOLE UPSTREAM IS
APPROX. 226 LF FROM/
PROPOSED MH #30—
EX.
30—EX. MH RIM=210.86
EX. 8" INV OUT: 196.12'
IL-1vn VIN/ 1\ I I I N"L-
PROTECTION FENCING
(TYP)
I 247 I 248
SSMH
RIM= 798.94
INV.IN=186.50'
INV nlIT=1 A6.42'
ITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTIO
)ns for the proposed use have been reviewed for general
nplionce with applicable codes. This limited review, and
horizotion for construction is not to be considered to represent
al compliance with all legal requirements for development and
istruction. The property owner, design consultants, and controctc
each responsible for compliance with all applicable City, State
J Federal laws. This specific authorization below is not a permit,
. shall It be construed to permit any violation of City, State or
feral Low. All Construction must be in accordance with all Local,
ite. and Federal Rules and Regulations.
1KANSPOR1ATION SERVICES
PUBLIC UTILITIES
STORIAWATER
I I PLANNING/ZONING
I
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
DESCRIPTION
SEAL
SEAL
1`,���►tltCAf
Essig
¢ -
LAY
Q
g!4 &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
66" SANITARY SEWER
STA. 108+00 TO STA. 120+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
208
206
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
Y
U
204
v
3 -2 C
ro
LW O
in 1: ? z
196
194
192
190
4'
188
186
0
184
182
4'
180
178
120+00
8'
SCALE:
1 "=4' (Vert.)
SCALE
M&C FILE NUMBER
CU 706
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
VERTICAL:
C 1 0
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

7� WETLAND "
�O W100 "
" "
� " "
UI
"
WI `
W" F
= COMBINATION TEMPORARY SILT FE CE
� FOR HIGH HAZARD AREAS/
W TEMPORARY PROTECTION FENCING (TYP.)
•
AIR, _rte !��� �� � . r.•I�
•
MH #32
STA: 122+27.07
RIM: 195.44
CLEARING LIMITS—)
IPF (TYP.)
ClT OF RALEIGH UTILITY EASEMENT BM 1971 PG 470
/ 23+00
180'_ �..
" P " ,✓ CITY OF RALEIGH UTILITY EASEMENT BM 1971 PG 470
` E= 18 .23
I" " CONTRACTOR TO PROTECT EXISTING
STORM CROSSING XE #14TLANb INTERCEPTOR PRIOR TO ACCESSING ANY AREAS
(SEE SHEET C22) " "W100" A FOR STAGING, CONSTRUCTION, ETC. (TYP.)
TEMPORARY TREE
10 x 20' TEMP. PROTECTION FENCING (TYP)
CONST.
EASEMENT TEMPORARY CONSTRUCTION
ACCESS (SEE SHEET TC -8)
252 �
LIMITS OF DISTURBANCE (TYP)
208-
02020420220191919419
JANUARY 2016
206-
RU
RU
204-
TOC
202-
TDC_
200-
PROJ. MGR.
BRL
198-
1"=4'
196-
194-
PERMIT #
19
190-
91818184182STORM
188-
186-
184-
182—
STORM
CROSSING
18
#14
(SEE SHEET
C22)
178-
17
120+00
LIMITS OF DISTURBANCE
(TYP)
STONE RELIEF
OUTLET (TYP.)
124+00
RU
7777777
125+00
1 R U(REC)
700
�A
MH #33
STA: 125+95.36
RIM: 195.72
EX. 48 RCP SS
ARV
-EX. 16" DI REUSE RIM=206.61 EX. WOODS LINE
TOP OF NUT (TYP.)
=200.82 CONC. THRUST COLLAR
22.5° VERT. BENDS (CONN. TO EXIST.)—
RELOCATE 16" DI REUSE
OOK CROSSING DRIVE o
/ o��F FUTURE EXTENSION
PROPOSED ACCESS,CN
LAYDOWN AND TPF—
STAGING AREA SPF
CITY OF RALEIGH GREENWAY EASEMENT
BM 2006, PG. 927-930
ADDITIONAL FILL (TYP)
(3) 24" RCP OVERFLOW PIPES
(SEE SHEET C22)
0.075%
234.93 LF
STORM CROSSING #14
EX. 12 " CMP
(TO BE REMOVED)
INSTALL CONCRETE CRADLE
TO SPRINGLINE OF PIPES.
SEE CORPUD DETAIL SS -4.
121+00
FrZT-Eff - • RE
122+00
/
123+00
SEAL
1\����►lf ti ��l,i+rr���i SEAL
4 -
F�yGINE�91
L AT i�A
EXTEND EX. 8" DI SEWER THROUGH- ---
EXISTING MH WITH 50 LF TO NEW MH #33
AFTER 66" IS ACTIVATED
' 22.5° VERT. BENDS (CONN. TO EXIST.)
/ :CONC. THRUST COLLAR
NEW 15" RCP
(SEE SHEET C22)
EX. 12 " CMP
(TO BE REMOVED)
?" CMP
=184.4
194
SSMH 12" CMP
RIM= 196.75' IE=190.22
I N VJN =191.05' TBM
INV.IN=186.65' 150'x50' CITY OF RALEIGH BENCH TIE IN 22" OAK
�NV.OUT=186.53' SANITARY SEWER EASEMENT ELEV=195.13'
BM 1971, PG. 470
JJI JJI
2 CITY OF RALEIGH
a S NITARY SEWER EASEMENT
C) BM 2006, PG. 929
g
CONTRA CTOR �TO PROTECT EXISTING TPF�
INTERCEPTOR PRIOR TO ACCESSING 8" PVC MH
ANY AREAS FOR STAGING,—TPF I = 01.78'
LOD— CONSTRUCTION, ETC. TYP. IN(SE)=194.27'
( ) INV UT(SW)=194.15'
EX. GRADE
PROPOSED
IN TERCEP TOR
EX. 16 " DI REUSE
CONC. THRUST C LLAF
f— 16" 22.5° VERT. DI BENI
FRP SN46 (CONN. TO EXIST.
8.29
16" 22.5°
124+00
125+00
DI BENDS
LIMITS OF DISTURBANCE (TYP)
TEMPORARY TREE
PROTECTION FENCING
(TYP)
MH #34
STA: 129+46.37
RIM: 193.98
EX. GREEN WA Y
(REF. NOTE 37 ON
SHEET G2)
251
252
N
� Iv
COMBINATION TEMPORARY SILT FENCE
FOR HIGH HAZARD AREAS/ I W
TEMPORARY PROTECTION FENCING (TYP.) _
LIMITS OF DISTURBANCE (TYP)
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
W
W
100 FP =191 O
-1s2� O
N
� M
RU I RU —
TPIUJ
LOU
_ J
U
TEMPORARY TREE
PROTECTION FENCING
(TYP)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
JANUARY 2016
MCE PROJ. #
RU
RU
RU
TOC
TOC
TDC_
LIMITS OF DISTURBANCE (TYP)
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
W
W
100 FP =191 O
-1s2� O
N
� M
RU I RU —
TPIUJ
LOU
_ J
U
TEMPORARY TREE
PROTECTION FENCING
(TYP)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
v
v MCKRV&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
STA. 120+00 TO STA. 132+00
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
CITY OF RALEIGH
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
PUBLIC UTILITIES DEPARTMENT
1"=4'
PERMIT #
208
206
Y
o
Y
204
—I
U
202
'IX
U
3 � �
fIJ 00
a
o
200
uj U a0
rn N �i o °�
"� O N
1��3oprn�
c6
�No"'^,� 2Z �
+0) dNi
198
STORM CROSSING #15^'
r'j
°j Q? o
(SEE SHEET C22)
_ - z z
�
196
l
ADDITIONAL
FILL (TYP)
\
\
INSTALL CONCRETE CRADLE
TO SPRINGLINE OF PIPES.
194
SEE CORPUD DETAIL SS -4.
66" RCP
.......................
66" RCP
19 0
...
/
188
.. ..
..
®0.075
0.075%
4'
=
. ..
186
..
_ .............
.........................:.:..-..:.
`............::::......::::...........
..................
-
.......::
184
.......
.:....:::..::.:....:...::...:.....:::::.::....:::..:..::.::.::.:::.::.:::
.............::.:::..........
..
351.00 LF
303.83 LF
0
EX 16" DI REUSE STORM CROSSING #15
182
EX. 12" CMP
(TO BE REMOVED)
C INC. THRUST COLLAR
180
4
16" 22.5' VERT. DI BEND
(CONN. TO EXIST.)
178
176
126+00
127+00
128+00
129+00
130+00
131+00 132+00
8'
SCALE: 1"=4'
(Vert.)
v
v MCKRV&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
STA. 120+00 TO STA. 132+00
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
Cj 11
SCALE
M&C FILE NUMBER
CU 711
HORIZONTAL:
DRAWING NUMBER
1"=40'
VERTICAL:
Cj 11
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

`a
m
-a
w
Ln
0
N
04
N
O
EXU PSTREAM MH f500LF
V. OU T=
IN191.21
EX 18" Dl S. S.
(40' CITY OF RALEIGH SS EAS NT
EX. 6 " DI REUSE
FI—M H #35 252
CTA. 9 27 i r -A e)n
COMBINATION TEMPO ARY SILT FENCE
FOR HIGH HAZARD AREAS/
SHEET G2)
CITY OF RALEIGH GREENWA� 77B LJ
DB 14957, PG.
(APPROX. PROPERTY LINE OF ISRAEL LOCK HART) I MH #37--/
SIA: 37+42.10
RIM: 196.58
LIMITS OF DISTURBANCE (TYP)
INV. IN= 188.42
INV.OUT=188.39'
r -C
o
COMBINATION TEMPORARY SILT FENCE
i �KtF • IVU I t S UN......0B 14957, PG. 778
N N EX 16" DI REUSE SHEET G2) (APPROX. PROPERTY LINE OF ISRAEL LOCKHA
o TORM CROSSING #16
o �) (SEE SHEET C22)
J \ 254
I
1
EXPOSED PIPE
TOP OF 54"
RCP 192.80'
-MH #38
STA: 137+76.58
RIM: 196.59
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
254
IW
IV)
Iw
N
H
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DESCRIPTIONS
REVISIONS
SEAL
SEAL
CA'''��,�
�t
4
v
vURCM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
66" SANITARY SEWER
STA. 132+00 TO STA. 143+00
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
1"=40'
VERTICAL:
1"=4'
M&C FILE NUMBER
CU 711
DRAWING NUMBER
C12
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

E
00
Ld
a
oo
040
Lo
0
0
COMBINATION SILT
FENCE/TREE PROTECTION
FENCE (TYP.)
CIT F RALEIGH GREENWAY EASEMENT
(APPROX. PROPER LINE OF ISRAELSLOCKHART)
LIMITS OF DISTURBANCE (TYP) -,,, j
I
MH #40
STA:1 4+94.76
R :205.14
EX. GREEN WAY
(REF. NOTE 37 ON
SHEET G2)
CITY OF RALEIGH UTIL IT NT
BM_ 1\7_1 PG 47_0_
45+00 116400
8"
SSS
Ru
I
Z
COMBINATION SILT
FENCE/TREE PROTECTION
FENCE (TYP.)
EX. 48" RCP SS
EX. 16" DI REUSE
EX, WOODS LINE
r-7 (TYP.)
STONE RELIEF
OUTLET (TYP)
SCOUR HOLE TYPE 1
(SEE DETAIL EC -19)
12 SLOPE DRAIN (TYP)
(SEE DETAIL EC -18)
148+00
MH X41
�STA:149
\\ RIM: 197.49
16"(RE )
RUuAL_jgu RU RU RU
RIM=210.45'
TOP OF NU T
=206.49' o CONC. THRUST COLLAR
O V.IN— 89. " ' LOD
9
/ x
.26' — —
�J / L .c
I
MAINTAIN EX. 8"
SS IN SERVICE
/ TO NEW MH
A�ANDON EX. 8"
�o DI SEWER LS MH #11 CLEARING LIMITS (TYP.) -
oo DOWNSTREAM OF STA: 146+21.47
NEW MH RIM: 209.22
PROTECTION
FENCE(TYP.)
�s,► eJ DITCH
1R CONTRACTOR TO PROTECT EXISTING
INTERCEPTOR PRIOR TO ACCESSING THIS
�X 255
00-, AREA FOR STAGING, CONSTRUCTION, ETC.
SFS CHECK DAM (TYP)
syF ` LIMITS OF DISTURBANCE (TYP) i-0' 0 40' 80'
SCALE: 1"=40' (Horiz.)
7
9+00 45A OTA
1-440 &10ROL OF
ACCESS R
ZO A
t V '�
E EX. 16 " DI REUSE : o
Rh17� /95 trE (TO BE REMOVED s
Tgop OF /VUT WHERE RELOCATED)
,7 1771
CONCa�H US
uv
OLLA
'O'NE- y T(SEE
EX. 48" RCP INTERCEPTOR
-JUNCTION BOX #3(CROSSING UNDER 1-440)
1+51TA:149+94.05 317.75± LF @ 0.020% SLOPE
IM: 199.52 - -(TO BE SLIP LINED w/ 42" SN72 FRP
FLUSH -BELL PIPE)
NOTES 2 & 3)
ssMH° \�MH #41 A \
R1M-206.24'
IN V.IN=198 STA: 1 +30.67 _
o
off- RIM: 195.70
(SEE NOTE 1) 644
L \ /./.,F �b 1Sx00
BENCH 71E IN 15" OAK / 4V
ELEV-210.92' \
�q�F/ch, I h0
59
25'x50' CITY OF RALEIGH
E AwTARY,
EMH #42
RELOCATE 16" DI REUSE OVER (MAY 6E SUPERCED TA:150+29.03
NEW 66" SS WITH 45° DI BENDS ESMT—BM 1994, RIM: 201.52
AND ROLL AS REQ'D. ADD CONC. I TEMPORARY DIVERSION
CRADLE AS SHOWN. DITCH #1 (TYP)
(SEE DETAIL EC -17)
ARC FILTER INLE PROTECTION v
TYP SEE DETAIL EC -12
(TYP) ( ) LIMITS OF DISTURBANCE (TYP)
�Q.
PROPOSED VARIABLE W DTH CITY OF
RALEIGH SANITARY SEWER EASEMENT 25s
21
208
206
204
202
200
198
196
194 4'
192
190 0
188
186 4'
184
8
SCALE: 1"=4' (Vert.)
MCE PROD. #
U
DRAWN
EJB
DESIGNED
18
CHECKED
CLW, JSL
PROJ. MGR.
BRL
Nt
-J-182
2+00
\°
216
19
o o��
-214
194--
94214
O
O
212
192
~ O
J
LQ -�
210
19
18
21
� 00 L
08 2
'gyp oorn°'
I
V
rn N � °'00 00 z
206
18
o
v_ i_w MH #41A
?
BEYOND)
3
U ti zg!t RIM:195.70
184
? Z W NV IN/OUT:
189.39
(48")
204
o
214
/
182
g
orn�
_ C
202
0+50
cj U eF
U
+104 o200
U N
o
EX. 48" RCP INTERCEPTOR
_
(BEYOND)
62 Is z_ z
ROSSES UNDER 1-440
198
/
317.75± LF @ 0.020% SLOPE
(TO BE SLIP LINED w/ 42"
IXN
'd
rn
212
Al
SN72 FRP FLUSH -BELL PIPE)
196
to
=o W o
(SEE NOTES 2 & 3)
4,
--
- -- -- -- --
194
192
110
�~rte
190
188
0
_._____..__-_._..._._-......___._....---.__._...............___....._._........_....._..._.___.._...._._.....-.
6 6FRP SN46
00
® 7
.:.-: 5°
137.67 LF
=
4
O MN
__j (0 rt�. 2 Z
—7771
EX GRADE @
186
184
34.9 LF -CONTRA TOR TO CONFIRM EX.
FR SN46 Awl
8" SS INVERTS PRIOR TO
PROPOSED
® 0.075r*'
® 0.075% FABRICATING JB #3
8
182
150+00 151+00 151+50
SCALE:
1"=4'
(Vert.)
N z ? o
INTERCEPTOR
ADDITIONAL
FILL (TYP)
20
TEMP. LOPE DRAIN
20
SEE DETAIL EC -18)
204
/
EX. 16" DI
202
REUSE
EX. 8" DI
SS
i
20
i
u
�
\
19
196-
®
EX
48" SS UNDER
RELOCATE 16" DI REUSE
�
_- LF
�3� �$
NEW
8" SS ONLY
USE 16" 45° DI BENDS
194
-
TYP. OF 4"� ROLL REQ'D.
\
IAS
CONC. THRUST COLLA
192
(TYP. BOTH ENDS
66" FRP SN72
66" FRP SN46
19
18
® 0.075%
: _
®0.075%
18
=
184
392.24
LF
460.54 LF
EX. 16" DI REUSE
CONC. CRADLE FOR REUSE
LINE ON TOP F 72'"
182
143+00 144+00 145+00 146+00 147+00 148+00 149+00
DESCRIPTIONS
REVISIONS A
SEAL
CA'''<.,�
�t
4
ZZLAT vop
v
vURCM&CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
Y
U
O
COMBINATION TEMPORARY SILT FENCE
FOR HIGH HAZARD AREAS/
TEMPORARY PROTECTION FENCING (TYP.)
210--
208--
206--
204--
202--
200--
198--
18
120202042022019
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
NOTES:
1. INSTALL NEW 8'0 PRECAST DOGHOUSE MANHOLE
ON EXIST. 48" RCP ® JOINT. LAY 48" FRP SN46
BETWEEN NEW MANHOLE AND JUNCTION BOX. #1.
HOME DOWNSTREAM END OF EXIST. 48" RCP TO
NEW MANHOLE @ PLAIN END OF PIPE.
2. CONTRACTOR SHALL NOT SLIP LINE EXIST. 48"
INTERCEPTOR UNTIL THE 66" INTERCEPTOR HAS
BEEN INSTALLED, TESTED AND APPROVED BY THE
OWNER AND SEWER FLOW HAS BEEN TRANSFERRED
TO THE 66" INTERCEPTOR.
3. CONTRACTOR SHALL VERIFY EXIST. SANITARY
SEWER MANHOLE DIMENSIONS AND PIPE INVERTS
PRIOR TO BEGINNING SLIP LINE WORK.
210
1+00
66" SANITARY SEWER AND
EX. 48" SANITARY SEWER
STA. 143+00 TO STA. 151+50 (66")
STA. 1+00 TO STA. 1+03.67± (EX. 48")
208
206
204
202
200
198
196
194 4'
192
190 0
188
186 4'
184
8
SCALE: 1"=4' (Vert.)
MCE PROD. #
U
DRAWN
EJB
DESIGNED
18
CHECKED
CLW, JSL
PROJ. MGR.
BRL
Nt
-J-182
2+00
\°
216
19
o o��
-214
194--
94214
O
212
192
~ O
J
LQ -�
210
19
18
� 00 L
08 2
'gyp oorn°'
I
-�
rn N � °'00 00 z
206
18
o
v_ i_w MH #41A
?
BEYOND)
U ti zg!t RIM:195.70
184
? Z W NV IN/OUT:
189.39
(48")
204
T
/
182
_ C
202
0+50
cj U eF
+104 o200
o
EX. 48" RCP INTERCEPTOR
_
(BEYOND)
62 Is z_ z
ROSSES UNDER 1-440
198
/
317.75± LF @ 0.020% SLOPE
(TO BE SLIP LINED w/ 42"
Al
SN72 FRP FLUSH -BELL PIPE)
196
(SEE NOTES 2 & 3)
4,
--
- -- -- -- --
194
192
190
188
0
_._____..__-_._..._._-......___._....---.__._...............___....._._........_....._..._.___.._...._._.....-.
6 6FRP SN46
00
® 7
.:.-: 5°
137.67 LF
=
4
—7771
186
184
34.9 LF -CONTRA TOR TO CONFIRM EX.
FR SN46 Awl
8" SS INVERTS PRIOR TO
® 0.075r*'
® 0.075% FABRICATING JB #3
8
182
150+00 151+00 151+50
SCALE:
1"=4'
(Vert.)
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
NOTES:
1. INSTALL NEW 8'0 PRECAST DOGHOUSE MANHOLE
ON EXIST. 48" RCP ® JOINT. LAY 48" FRP SN46
BETWEEN NEW MANHOLE AND JUNCTION BOX. #1.
HOME DOWNSTREAM END OF EXIST. 48" RCP TO
NEW MANHOLE @ PLAIN END OF PIPE.
2. CONTRACTOR SHALL NOT SLIP LINE EXIST. 48"
INTERCEPTOR UNTIL THE 66" INTERCEPTOR HAS
BEEN INSTALLED, TESTED AND APPROVED BY THE
OWNER AND SEWER FLOW HAS BEEN TRANSFERRED
TO THE 66" INTERCEPTOR.
3. CONTRACTOR SHALL VERIFY EXIST. SANITARY
SEWER MANHOLE DIMENSIONS AND PIPE INVERTS
PRIOR TO BEGINNING SLIP LINE WORK.
210
1+00
66" SANITARY SEWER AND
EX. 48" SANITARY SEWER
STA. 143+00 TO STA. 151+50 (66")
STA. 1+00 TO STA. 1+03.67± (EX. 48")
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
208
206
204
202
200
198
196
194 4'
192
190 0
188
186 4'
184
8
SCALE: 1"=4' (Vert.)
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
Nt
-J-182
2+00
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
Nt
SCALE
M&C FILE NUMBER
CU 711
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C 1 3
1"=4'
Nt
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

2
2
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
151+50
EX. 48" RCP INTERCEPTOR (CROSSING UNDER 1-440)NW& U
317.75± LF020% SLOPE (TO BE SLIP LINED RU
w/ 42" SN72 FRP FL�H—BELL PIPE) (SEE NOTES 2 & 3) p
15 RCP Amo ��z o
60 c
o �2
X
VV TUNNEL LAUNCH /RECEIVING
PIT/SHAFT APPROXIMATE
SF
152 —
_wP 152 0 \ ssF
!' 11\ o NEW STORM DRAINAGE
JUNCTION BOX AND 30" RCP
(SEE SHEET C22)
MH #40 \ o 154+00
M
--'ST*-4,51 +� 71
1 RIM: 211162
LIMITS OF DISTURBANCE (TYP) 'A
Cir EIGH UTILITY SE EN BM 1 470
X. SS MANHOLE B
REHABBED (SEE NIf OTE 1)
TO SSMH LOA ON 1�'
AS DETE ED 0
ANITARY
9XIMATE AND I
T HOLES AND a
� STUDY o
GUARQRAIL I I
LIMITS OF DISTURBANCE (TYP)
,4CLEARING LIMITS (TYP.
ITY ME NT B 1971 PG 4 70
!Ii,\
EX. 48" RCP INTERCEPTOR
(CROSSING UNDER 1-440)
263.66± LF @ 0.024% SLOPE
(TO BE SLIP LINED w/ 42" SN72 FRP FLUSH—BELL
PIPE) (SEE NOTES 2 & 3)
— CITY OF RALEIGH UTILIT'00000Y
QMH #1 (74)
,STA: 157+92.62
RIM: 203.%EE PROTECTION ---
114 TCHLI
ROTECTIONMATCHLIA j FENCE (TYP.)
0 0 THIS STF1. 158+25 = I 1 REC) RU —
HEET cn
N � I .99
�• j (n EX 16�
159+00
SF/TP
SF/TPF
SIPHON OUTLET STRUCTURE
N
1 /
JT BM 1971 PG 470
' EX. GREEN WA Y
(REF. NOTE 37 ON SHEET G2)
EX. 48 " RCP SS
TONE RELIE
CO(Lt 'Ftht OUTLET ((Lt MBINATION TEMPORARY.)
FOR HIGH HAZARD AREAS/ RU R
TEMPORARY PROTECTION FENCING (TYP.) q� STREAM 511,0
H ^ SSF SSF
o a U
160+00_ _o >-o - - - -161+012 2+
TEMPORARY S(LT FENCE FOR
HIGH HAZARD AREAS (TYP.)
13ENChl TIE IN 15SINSTALL yCAMORE LINER
�.
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00
DESCRIPTIONS
LL REVISIONS A
1`,���►�1 t
SEAL
CA'��'�r''`�i
.v�--
LAY 1NQ
Q
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
66" SANITARY SEWER
STA. 151+50 TO STA. 163+50
'l.r.n4K
180°
I�—
MCE PROD. #
�H
TREE PROTECTION
C',
J
(to J-210
I � v
210
CHECKED
I
3 = 208
PROJ. MGR.
00 CC3
206
WOODS
81 C', 2
� Rr � 204
rLIMITS OFDISTURBANCE
I
(TYP)
w
/
159+00
SF/TP
SF/TPF
SIPHON OUTLET STRUCTURE
N
1 /
JT BM 1971 PG 470
' EX. GREEN WA Y
(REF. NOTE 37 ON SHEET G2)
EX. 48 " RCP SS
TONE RELIE
CO(Lt 'Ftht OUTLET ((Lt MBINATION TEMPORARY.)
FOR HIGH HAZARD AREAS/ RU R
TEMPORARY PROTECTION FENCING (TYP.) q� STREAM 511,0
H ^ SSF SSF
o a U
160+00_ _o >-o - - - -161+012 2+
TEMPORARY S(LT FENCE FOR
HIGH HAZARD AREAS (TYP.)
13ENChl TIE IN 15SINSTALL yCAMORE LINER
�.
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00
DESCRIPTIONS
LL REVISIONS A
1`,���►�1 t
SEAL
CA'��'�r''`�i
.v�--
LAY 1NQ
Q
g!4 &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
66" SANITARY SEWER
STA. 151+50 TO STA. 163+50
'l.r.n4K
180°
I�—
MCE PROD. #
�H
212
EJB
J
(to J-210
I � v
210
CHECKED
I
3 = 208
PROJ. MGR.
00 CC3
206
C14
81 C', 2
� Rr � 204
Z
I
202
J
/
H
0'
AK
I
18
1[.
�N
1 �
214
MCE PROD. #
I W
I �
Y
212
EJB
J
(to J-210
I � v
210
CHECKED
I
3 = 208
PROJ. MGR.
00 CC3
206
C14
81 C', 2
� Rr � 204
1"=4'
I
202
200
198
196
194
192
];
190
188
4'
186
1
184
0
182
180
4'
178
176
163+50
8'
SCALE:
1"=4' (Vert.)
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
C14
SCALE
M&C FILE NUMBER
CU 711
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C14
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

(TO BE REMOVED WHERE RELOCATED
RELOCATE 8" SS
(SEE SHEET C24) LPROPOSED 60' COR
pi _\ UTILITY EASEMENT
)CK
C
c
00
w
a
N
0
N
L
04
N
0
1 OAK
TRAS C N
\ OAK
2
2
2
2
2
2
1
TREE PROTEC
FENCE (TYP.)
WE
REMOVE AND REPLACE 168 *00 \
SOFTBALL COMPLEX PARKING -55 \
LOT LANDSCAPING WITHIN
LIMITS OF DISTURBANCE AS
REQUIRED (TYP.) TRASkL CAN Is
\ \ 9*00
NOTE: SEE SHEET C24
2s2 K FOR PROFILE OF NEW SS
BETWEEN JB #2 AND OAK
PROPOSED AYDOWN AND MH's 46, 47 & 48
STAGING ARE (WITHIN LOD) \
JUNCTION BOX #4-
m AK STA: 169+55.14
RIM: 202.54
(SEE SHEET S2)
LIMITS OF DISTURBANCE (TYP)
I MH #47�
M STA:1 +35.13 SEE TRAFFIC CONTROL SHEET TC10 RIM: 200.50
FOR CONTINUATION OF LIMITSf—
OF DISTURBANCE
Iii
MH #46
STA:1 +00.00
RRM RIM: 200.50
O LP
A S,�Sy O EX. 42" RCP SS
qK 10
JANUARY 2016
VICE PROD. #
\
DRAWN
o
0
DESIGNED
SHK, BRL
CHECKED
\
O�VM.
EX. GREENWA Y WETLANDS
W
J
(REF. NOTE 37 ON
-
EX. LIGHT POLE TO BE
SHEET 132)
�p�M
-
RELOCATED (COORDINATE
go yM
�M
go
WITH CITY OR RALEIGH —
PARKS AND REC. DEPT. )
EX. TREE LINE
-�M .
��
'vM - EX 48" RCP Ss
g� �,,
BLOW OFF AS EMBLY
d„
�yM
�'M
g��
GROUN
U
o
MH #45
CORROGA TED
PLASTIC PIPE LIMITS OF DISTURBANCE
(TYP)
/NVA
19S
gB DIP
_ 4
)
_
STA: 163+74.89
RIM: 202.13
=195.00'
gs.
INIV.IN 19 (48 ,
INV.ou�=190.5 ' 48')
PROPOSED 60' COR
W
r<�
UTILITY EASEMENT
_
FP
REC
R AIMED
WrE
A
VE
W
A
*0
INT
1
-
to
..
Cho
;.:
18' RCP
96 g3
_
+ N
DI STONE RELIEF
OUTLET (TYP.)
to
\
00
3B 0
tp
RIM=200.15'
\ INV INCE _.42
\INV OUT(S) 96.35'
•.;
TREE PROTECTIO
.,.
(TO BE REMOVED WHERE RELOCATED
RELOCATE 8" SS
(SEE SHEET C24) LPROPOSED 60' COR
pi _\ UTILITY EASEMENT
)CK
C
c
00
w
a
N
0
N
L
04
N
0
1 OAK
TRAS C N
\ OAK
2
2
2
2
2
2
1
TREE PROTEC
FENCE (TYP.)
WE
REMOVE AND REPLACE 168 *00 \
SOFTBALL COMPLEX PARKING -55 \
LOT LANDSCAPING WITHIN
LIMITS OF DISTURBANCE AS
REQUIRED (TYP.) TRASkL CAN Is
\ \ 9*00
NOTE: SEE SHEET C24
2s2 K FOR PROFILE OF NEW SS
BETWEEN JB #2 AND OAK
PROPOSED AYDOWN AND MH's 46, 47 & 48
STAGING ARE (WITHIN LOD) \
JUNCTION BOX #4-
m AK STA: 169+55.14
RIM: 202.54
(SEE SHEET S2)
LIMITS OF DISTURBANCE (TYP)
I MH #47�
M STA:1 +35.13 SEE TRAFFIC CONTROL SHEET TC10 RIM: 200.50
FOR CONTINUATION OF LIMITSf—
OF DISTURBANCE
Iii
MH #46
STA:1 +00.00
RRM RIM: 200.50
O LP
A S,�Sy O EX. 42" RCP SS
qK 10
16" 11.25° BEND
16" 22.5° BEND
SSMH
RIM=199.99'
INV. IN =190.64' (42")
INV. OUT = 190.64 (42")
INV. IN = UNKNOWN (48")
AT NEAREST UPSTREAM JOINT OF EX. 48" RCP SS, REMOVE EX. 48" RCP AND EXTEND
NEW 48" RCP SS TO JUNCTION BOX #2
REMOVE EX. 42" & 48" SS BETWEEN
MH #46 AND MH #48
16" 45° VERT. BENDS,
BRING REUSE BACK DOWN
TO EX. REUSE ELEVATION
AND TIE—IN USING A 16"
o - 5' BEND
O EX, 48" RCP SS
o
v M1.75 40' 0 40' 80'
THRU T COLLAR 791,82'(�POINT of
Ro SCALE: 1"=40' (Horiz.)
R�
163+50
DESCRIPTIONS
REVISIONS
164+00 165+00 166+00 167+00 168+00 169+00 170+00
1`,���►�l t CASEAL
.v�--
LAY10'\
1,P) I ��
v
vURCM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
170+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
I:,
0
4
2
AND REMOVE EX. 48"
SS & EX. MH AND
=ND NEW 48" RCP SS
JUNCTION BOX #2
TCH EX. RCP CLASS)
U
EX. 48" SS
6
4
2
0
L
0
—8'
SCALE: 1"=4' (Vert.)
66" SANITARY SEWER
STA. 163+50 TO STA. 169+55±
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
VICE PROD. #
\
DRAWN
o
0
DESIGNED
SHK, BRL
CHECKED
\
~
O
W
J
16" 11.25° BEND
16" 22.5° BEND
SSMH
RIM=199.99'
INV. IN =190.64' (42")
INV. OUT = 190.64 (42")
INV. IN = UNKNOWN (48")
AT NEAREST UPSTREAM JOINT OF EX. 48" RCP SS, REMOVE EX. 48" RCP AND EXTEND
NEW 48" RCP SS TO JUNCTION BOX #2
REMOVE EX. 42" & 48" SS BETWEEN
MH #46 AND MH #48
16" 45° VERT. BENDS,
BRING REUSE BACK DOWN
TO EX. REUSE ELEVATION
AND TIE—IN USING A 16"
o - 5' BEND
O EX, 48" RCP SS
o
v M1.75 40' 0 40' 80'
THRU T COLLAR 791,82'(�POINT of
Ro SCALE: 1"=40' (Horiz.)
R�
163+50
DESCRIPTIONS
REVISIONS
164+00 165+00 166+00 167+00 168+00 169+00 170+00
1`,���►�l t CASEAL
.v�--
LAY10'\
1,P) I ��
v
vURCM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
170+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
I:,
0
4
2
AND REMOVE EX. 48"
SS & EX. MH AND
=ND NEW 48" RCP SS
JUNCTION BOX #2
TCH EX. RCP CLASS)
U
EX. 48" SS
6
4
2
0
L
0
—8'
SCALE: 1"=4' (Vert.)
66" SANITARY SEWER
STA. 163+50 TO STA. 169+55±
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
VICE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 711
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C15
1"=4'
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

XZ
7
MH #7
STA: 26+42.18
RIM: 192.26 /
RIM= 188.83'
IN V. OU T=184. 73'
07 i
/ F
/ sF 9 27+00
00 PF�C� /
7
toll
SSM /
RIM= 94.1
C,am, INVERT INA
DESCRIPTIONS
, TARRED 00° / R193.�6 , �18g , 0 �2
�O
\ r
SSMH \\
RIM=190.18' \
'.IN=183.9 S) \\
OU T=183.9 \
1`,���►�l t CA►��tr',,ff SEAL
.v�-- ¢ -
LAY1NQ'\
Q
v &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
TBM
BENCH TIE IN CP&L POWER POLE
ELEV=192.49 %\
MH #8
STA: 27+80.78
RIM: 190.20
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
I �
Ii
I\ I
20'DRAIN GE E4
BM 19 9 PG 1 _'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 25+00 TO STA. 30+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
G •
\ � \
OR1�G
CHECKED
CLW, JSL
PROJ. MGR.
BRL
D
0 o
ARE
_
SRU L Y
STONE WA
\\
x
_
AOUND A
-O
\ G
O
/�
\
\n c L
Ot
07 i
/ F
/ sF 9 27+00
00 PF�C� /
7
toll
SSM /
RIM= 94.1
C,am, INVERT INA
DESCRIPTIONS
, TARRED 00° / R193.�6 , �18g , 0 �2
�O
\ r
SSMH \\
RIM=190.18' \
'.IN=183.9 S) \\
OU T=183.9 \
1`,���►�l t CA►��tr',,ff SEAL
.v�-- ¢ -
LAY1NQ'\
Q
v &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
TBM
BENCH TIE IN CP&L POWER POLE
ELEV=192.49 %\
MH #8
STA: 27+80.78
RIM: 190.20
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
I �
Ii
I\ I
20'DRAIN GE E4
BM 19 9 PG 1 _'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 25+00 TO STA. 30+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU715A
HORIZONTAL'
DRAWING NUMBER
1"=20'
VERTICAL:
C1 5A
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

ON 5� 104
GON o �O
a
\ \��
E
F
ry
RF
3
/ C
W�
1
rn /
H
/ LS MH #2 \
---,,STA: 56+94.01
RIM: j00.45 /
i
LS MH #3
STA: 56+94.01
RIM: 200.64
SSMH —
RIM= 195.89'
IN V. OU T=189.82' 96
8"PVC
DESCRIPTIONS
G
T
15 SA�TARY SE
BM 199 PG 965
�� _o\� __ �!•.
C
..
60+00
-RU
E
TV —
W—
G -
- E
RU
TV
III
TPF TPF -IT TP T TP GTP IF GTPF
(REC) _ _ _ _ R C) —
woo
18"
DI
QSHES SSMH \ X X X X X X X X TE- 19 2.9 3'
�A-TE--LOC-A-TI-G-N X X XRIM=196. 9' A 1 0 X X X '
X X X I E=191.03
INV //\l(N\_ 18, 41 EASEMENT TO THE EAG LCHASE
-X X X X TBM
INV IN(N)-183 2' SWIM & RACQUET CLUB OR THE
INV /N( >-1 0, 9' MAINTENANCE OF PROTECTIVE BERM
IN V. OU T= 80. 1 �5' \ \ BM 1 PG 8
FA_
U�
\
LS MH #1 \
STA: 56+94.01
RIM: 202.52
S H
SEAL
1`,���►�1 t CA'���r''`�i
.v�-- ¢ -
LAY 1NQ 'r��>
r1r1911 \\
Q
v &CRXED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
20' STORM DRAINAGE BENCH TIE 1
EMENT
BM1988PG 8 CP&L POWER POLE
ELEV=195.27'
CI
TE=193.35'
IE=190.70' ( W)
IE=190.35W)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
\ / authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not o permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 56+00 TO STA. 61+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
DRAWING NUMBER
1"=20'
SCALE
M&C FILE NUMBER
CU715A
HORIZONTAL:
DRAWING NUMBER
1"=20'
VERTICAL:
C 1 6
NA
STATUS: FINAL DESIGN REVI 7
NOT FOR CONSTRUCTION

LODE
t0.
CI
TE=192.18
INV IN 18"(NE)=188.9 '
INV IN 15"(NW)=188.89'
INV OUT 24"(SE)=188.86'
C
DESCRIPTIONS
REMSIONS
I I V — I CJ ✓ . /
OUT=18S
SEAL
CL
MH #18 SO THERN BELL EASEMENT O
STA: 64+68.30 DB 4827 PG 84 LO
RIM: 193.29 BOOK EASEMENT NOT FOUND
150' GREENWAY EASEMENT I C
PO R BOXES AND UTILITIES 1 BM 1997 PG 836 (-
INSIDE RETAINING WALL
W
143 � Z
141 N
140 NQ0.Ln' Ln
142
4"X4" WALLM M cc:]J-I- cc
'X2' FIRE HYDRANT � � I � 00 � / � CI I
FLOOD STORAGE EASEMENT i�
ASEMENT BM 1988 P 18 °� � � I
ELEVATION = 192 2 it c 00 / TE=193.33' I
116 I I BM 1988 PG 8 / LLJII I� I I E=189.95' S W
C0 I — W _ W 121 ( )
Al / - IE =189.88' (NE)
M I •
8"PVC-�� — — �/1' / C
—� ------------- �N 8" DIP —� �,�
LO -- -- -- -- SS -1 31
' SSMH g3 — —
� y � �G REM 187.13' CSW) �o � 1 — 8" DIF
RIM=194. 2 ,'Q`� 187.27 CN) / N
Q) IE=188.6 '(N W) 117 ,�� IE- 186'38'(NE-) /
Z I I E=18 7.16 (NE) I E=187.36',(NE)CSE) i
' � 120
V. OU T=18 7.16 (N E) � E- 186.26
= IN � 20' SANITARY SEWER EASEMENT I I CONCURRENT REVIEW APPROVAL
BM 1988 PG 8
CITY OF RALEIGH —PLANS AUTHORIZED FOR CONSTRUCTION
ZO I Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
1`,���►�1 t CA'���r''`�i SEAL
mp
.v�-- ¢ -
Q
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING.
FIRE
URBAN FORESTRY—
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 61+50 TO STA. 67+50
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
1 "=20'
VERTICAL:
NA
M&C FILE NUMBER
CU715A
DRAWING NUMBER
C17
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

�lVli
'W=
/-E
SEAL
C
DESCRIPTIONS
1`,���►�l t
SEAL
CA►��tr',,ff
.v�-- ¢ -
L A T 1N0
v
vMFICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with ail legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 67+50 TO STA. 73+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
NA
M&C FILE NUMBER
CU715A
DRAWING NUMBER
C18
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

1Q --
N
SSMH
.11-
1W
iW
IW
�W
Cn
18 P9
RIM=203.60' SSMH / R
R� I � I CI
IE=194. 0'(SW) IM -20 .06' SSMH CI ���
175 IM=19 .5,-2'(N W) IM=194.58' = 92.11 '
� � � TE- 192.6 7'
I E-19 4. 8 (N W)9 - 99 VR TE _ E
IE=193. 1 ' NE 176 177 IM=19 .1 (NE) I 1 6.65'(B PVC) IE=188.36 (SE) G IER 188.37 ( )
( ) 17s I =1 2.63'(5 4 RCP)99 y IE -188.47 ( W)
I V. 0 T=182.84 (54 RCP) /E= 188.31 (N W)I
192 \ I II
Z SSMH
� v
RIM =192.73
M I IR `�1 =187�
T ON FIRE HYDRANT
C R INV.IN=187.53'(4"PVC
.EV=202.21
P INV.IN=187.21 '(4"P VC-
ei INV.OUT=187.17'
SEAL
C
DESCRIPTIONS
1`,���►�1 t �A►��tr',,ff SEAL
mp
.v�-- ¢ -
LA00'\
Q
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
� I SSMH
IHIM= 199.44'
INV.OUT=191.58'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Pians for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING _
FIRE
URBAN FORESTRY -
SITE ACCESSIBILITY
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
72" SANITARY SEWER
ENLARGED PLAN
STA. 73+00 TO STA. 79+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
NA
M&C FILE NUMBER
CU715A
DRAWING NUMBER
C19
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

(197
I
RALEIGH
Y SEWER
BM 1998
[99/1600
1
LJ
W�W
W
N!
W�jj
(1
DESCRIPTIONS
SEAL
0%11111111111110// SEAL
.v�--
LAY 10
I
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
OF K44
� s
AA Q
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
V�20T/Q 11AV
L_�
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING _
FIRE
URBAN FORESTRY—
SITE ACCESSIBILITY.
72" SANITARY SEWER
ENLARGED PLAN
STA. 79+00 TO STA. 85+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
1"=20'
VERTICAL:
NA
M&C FILE NUMBER
CU715A
DRAWING NUMBER
C20
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

PROPOSED REUSE WATER INE I
NEW HEADWALL
I INV IN =177.80 \ I I
���
CONFORM T FILL
Z1
I 1
x00
9ti
EXISTING 54" GRAVITY SEWER
.� NEW 72" GRAVITY SEWER
/ C SEE SHEET C8 FOR
/ PLAN AND PROFILE
Y T
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EX. 48 STORM PIPE '
-227 LF
(TO BE REMOVED)
\ 0
I / 251 LF 6x2 CELL
' I BOX CULVERT @ 0.4% / / Z\ \
I 1
EX. HEADWALL
(TO BE DEMOLISHED),
0�
\ 20 NEUSE RIVER RIPARIAN I \ \ 1 \ \ I \
BUFFER ZONE 2 (TYP)
I \
\ \ � o
J
\ 30 NEUS!RIVER RIPARIAN `• NEW FES
\
BUFFER ZONE 1 (TYP) INV OUT = 176.80' / \
�\
SEESHEET C23&23A
FOR SECTION 1 \ \ \ \ \
NEW OUTLET PROTECTION
J CLASS B RIP RAP\ \ \ \\\ \
/ 12'WX24'L
STORM CROSSING #11
SHEET C8 (± STA. 92+53)
1 "=20'
SEAL
SEAL
CARS 111''',
•9l
028419
10/28/2016 .:
25'X 250' TEMPORARY
t, \� CONSTRUCTION EASEMENT
\ Z2 Z1 % \\ \ _ EXISTING PATI
TO BE REMO'v
174 D
\ i X
V
,NEi
EXISTING 15" CMP _
RU -(TO BE REMOVED)
\ \ RU
\ \\ RU RU \
— tff-PUBLIC �U I
\ SEWER EASEMENT
0 — —
ANEW 72" GRAVITY �= _ EXISTING 54" SEWE j
SEWER SEE SHEET C2
FOR PLAN AND PROFILE00
\ \
EXISTING SEWER EASEMENT
oo /
ma\ /
LOD I
NORTH
STORM CROSSING #1
SHEET C2 (± STA. 21+36)
1 "=30'
Z
m
cn y
03 0
o�
r�
n
I �0o
I
W—
�M
EX ROW i
------
I EX 15" RCP
\ \ EX 20' DRAINAGE EASE
NEW STORM JB
\ RIM EL = 188.00
\
INV IN=185.13
INV OUT = 183.90
CONNECT TO
W EX 15" RCP
\
51+00
25 LF 15" RCP NEW 72" GI
@ 1.0% - ---SEE SHEET
W
A� ROiI
- RU RU FZU TR
EX CI FST
RNVEN - 185.38 SO•A e�000<q\
---INVOUT=185.35--- N=
NORTH
STORM CROSSING #4A
SHEET C5 (± STA. 50+70)
1 "=20'
v
v McKIN4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
VIENT
CAVITY SEWER
C4 FOR PLAN
LE
�— 10'X50' TEMP
EASEMENTREPLACE1 1
RIP RAP WHEN V,
'CONSTRUCTION IS`
• - SECTION
� !1V
NEW STORM JB 4
iw
INV IN = 174.381
15
00INV • 11
STORMNEW
1 1 ,
1 .-
Zi\�4.95
• EXISTING
RIM = 189.6L
..
REMOVE EX.
INV OUT = 185.40
rr--,Ir • .fin
- `iii %ice r r
%- C, : • . 1
NEW 4'X5'JB
189.25
..
NEW 72" GRAVITY SEWER
INV
SEE SHEET C7 UT
FOR .LAN— _� •
RU ' - w
TV
— — TV T /
r�� \ 1EX 48" STORM PIPE
EX CB \ _�
\ \ \ \ RIM = 189.77 / / / A'
INV OUT - 186.71 , /r –�
EX INV 176.60
�\
STORM CROSSING #10&10A
SHEET C7 (± STA. 79+88)
1"=20'.
jr ASF CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
y°�,. °~••p �' o SANITARY SEWER
y CAR IMPROVEMENTS
101:4M,E11a 2W61:03*0911V
EWER
FOR
ILE
NORTH
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
ATE:
DR
ESIGNED
NECKED
ROJ.
CITY OF RALEIGH
MC
PUBLIC UTILITIES DEPARTMENT
PERMIT #
CH
AUGUST 2016
SCALE
M&C FILE NUMBERE
1
CU72g
PROJ. #
0592-0046
EJB, TJJ
HORIZONTAL:
DRAWING NUMBER
SHK, BRL
AS NOTED
CLW, JSL
VERTICAL:
C21
MGR.
CLW
NA
ATUS:
FINAL
DESIGN
REVISION
D
MC
D
D
CH
P

FA
NEW RISER 13-2
Ic. •. . I'
' • OUT : •
INV IN = 179
SUMP EL = 178 48i
4
my►
1
NEW 66" GRAVITY/?
SEWER SEE SHEET C9
FOR— AND PROFILE I
i
a
G
i
y .
i,
i
r.
EXISTING 54' SEWER
NEW RISER 13-1-,,,,
RIM/GROUND EL = 187.81
INV \ 9.71\
SEE SHEET C23&23A �go
FOR SECTION o
EXISTING
STORM CROSSING #13
SHEET C9 (± STA. 104+80)
1 "= 20'
qY
i \
i AY R/W
I
i 20' NEUSE R
RIPARIAN Bl
R ZONE 2 (TYF
n,
30' NEUSE
RIPARIAN E
ZONE 1 (TY
Z1
Z2
XISTING GREENWAY R/
1_
I
I EXISTING GREENWAY R/W
/ NEW RISER I14-1 NORTH
GROUND/TOP = 184.23
NORTH -1iINV OUT = 181.75
TW = 190.00
BW = 186.50
\ OVERFLOW PIPES \
A INV = 192.17
_NEW RETAINING WALL w\\\ \
\, (DESIGN BY OTHERS) f+f ANEW 66" GRAVITY SEWER SEE SHEET
,,C11 FOR PLAN AND PROFILE
`� `Q \ \ REMOVE EXISTING PIPE
\ \ p \ NEW RETAINING WALL
r GJ\ o (DESIGN BY OTHERS)
Q
IFFER GROUND ELEVATION
—196.00'
RIVER NEW RETAINING WALL \ �Q� 72 LF (3) 24" RCP OVERFLOW PIPES
,UFFER (DESIGN BY OTHERS) INV EL 191.70'
P)NEW 10'X20 (18" MIN COVER)
TEMPORARY p \ \
CONSTRUCTION OVERFLOW PIPES
EASEMENT INV = 192.14
l� \
NEW RISER 14-2
TOP =184.15 TW \ 189.75 \
INV IN 181.41 BW _&363A 185.50
C2 \ \
INV OUT/GROUND = 182.65 SEE SHEET 3&23A \ \ \
SUMP = 180.41 FOR SECTION l
STORM CROSSING #14
SHEET C1 1 (± STA. 120+65)
1 "=20'
\
/ "o I I `IITY SEWER
NEW 66" GRAVE
MCE PROJ. #
0592-0046
DRAWN
SEE SHEET C11 FOR
100 -YR
I
SHK, BRL
\
PLAN AND PROFILE
FLOODPLAIN
CLW
I EXISTING 54"SEWER \
�
�
I
11
I \
FES
NV
15-3
1 9.22\ \ EXISTING GREENWAY R/W
o \
\
\ \ \
JB 15-2
\ RIM=195.5' a \ \ \ \
INV IN = 192.35' U \ \
INV OUT = 192.25' \ \ \ \ \
\ \1 REMOVE EXISTING \
00 \ PIPE \ \ \ \
\ o
0 01
FES 15-1 \ 729
\ �G
INV = 192.54`
EXISTING GREENWAY R/W
STORM CROSSING #15
SHEET C1 1 (± STA. 126+75)
1 "=20'
SEAL
SEAL
N CgRO 111''',
•9l
028419
10/28/2016 .:
NORTH
20' NEUSE RIVER_
RIPARIAN BUFFER
ZONE 2 (TYP)-
j
30' NEUSE RIVER
RIPARIAN BUFFER
ZONE 1 (TYP),
EXISTING----' _� \
GREENWAY R/W
NEW RISER 16-1
TOP = 194.00
BOTTOM OF OPENINGS = 191.00
INV OUT = 181.75 \ EXISTING 54" SEWER
100, 00
\ \ NEW 66" GRAVITY SEWER
SEE SHEET C12 FOR PLAN
AND PROFILE
STORM CROSSING #16
SHEET C12 (± STA. 138+15)
1 "=20'
v
v MqK1N4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
NORTH
NOTES:
1. SEE SHEET C23 FOR RETAINING WALL NOTES.
of R,44 CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
y°�,. °~••p �' o SANITARY SEWER
y CAR IMPROVEMENTS
SHEET C14 (± STA. 153+20) CITY OF RALEIGH
1"=20' PUBLIC UTILITIES DEPARTMENT
PERMIT #
1to] Vkm11awe] :41e)0M19Eel 61b
DATE:
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
SCALE
M&C FILE NUMBER
CU 721
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
C22
NA
ATUS: FINAL DESIGN REVISION

1qn
1Qn
9+50 10+00 10+50 11+00 11+50
STORM CROSSING #3
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
Rito]
i%j1if
AUGUST 2016
MCE PROJ. #
0592-0046
coON
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
205
CLW
205
1
Nom
II j
E
54"Pl
E
0
IERFLO
PIPES
49'
Lo
PRO
DOSED
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Ln
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7 g
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72"
PIPE
4
185
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^ +
Lr)
, I'
200
195R-E
185
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195
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200
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200
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190
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9+50 10+00 10+50 11+00 11+50
STORM CROSSING #3
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
Rito]
i%j1if
9+50 10+00 10+50 11+00 11+50
STORM CROSSING #14
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
I REV.NO.
9nn
9nn
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
205
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1
200
ro
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TION 191'
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190
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9+50 10+00 10+50 11+00 11+50
STORM CROSSING #14
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
I REV.NO.
9nn
9nn
9+50 10+00 10+50 11+00 11+50 12+00
STORM CROSSING #4
SEAL
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
qn5
9n5
200
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
205
CLW
205
200
ro
205
(3)
LO
205
Lo
.ern
200
200
4
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TION 191'
185
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175
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17 LF
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00 00
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9+50 10+00 10+50 11+00 11+50 12+00
STORM CROSSING #4
SEAL
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
qn5
9n5
200
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
205
CLW
205
200
ro
205
(3)
LO
205
Lo
.ern
200
200
4
N
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200
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190
EXIS
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190
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190
fED WA 7
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185
190
ELE
TION 191'
185
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0
C
2 L
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SEAL
CARD
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10/28/2016 .:
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STORM CROSSING #15
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
v
v McKIN4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
STORM CROSSING #11
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
I"Qto]
10111111511
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
205
CLW
205
ro
205
(3)
LO
205
Lo
.ern
200
200
4
N
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190
EXIS
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44 L
15" R
P
74dol
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190
190
fED WA 7
ER
EW 66
PIPE
185
190
ELE
TION 191'
185
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C
2 L
15" RCP
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180
CONCRETE
CRADLE
EL 191 '
185
EX
48" P/
E
2
LF 6X2'
BOX
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66" PI
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SEAL
CARD
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028419
10/28/2016 .:
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STORM CROSSING #15
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
v
v McKIN4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
STORM CROSSING #11
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
I"Qto]
10111111511
9+50 10+00 10+50 11+00 11+50 12+00
STORM CROSSING #16
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
STORM PIPE
SECTION
9n5
9n5
200
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
PROJ. MGR.
CLW
205
ro
(3)
LO
205
200
195
200
, I'
195
�
O ::J O
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Ln (3
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195
�
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PIPE
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195
TRASH
ACK
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190
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IPE
190
74dol
190
A SSUA
fED WA 7
ER
EW 66
PIPE
185
ELE
TION 191'
185
2 L
15" RCP
BOTT
180
EL 191 '
2
LF 6X2'
BOX
C
L VERT
0.49
185
6" Ml
175
185
O
O
84 LF
6'X2' B",711
�
00
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0
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@ 0.
9
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180
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M
00
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00
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C0
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00
rn M
O
0)
(0
c0
9+50 10+00 10+50 11+00 11+50 12+00
STORM CROSSING #16
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
STORM PIPE
SECTION
9n5
9n5
200
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
200
PROJ. MGR.
CLW
ro
(3)
LO
195
, I'
195
�
O ::J O
N
,
Ln (3
EX
E
TRASH
ACK
L
1.
2
"
190
190
EW 66
PIPE
185
185
2 L
15" RCP
180
180
6" Ml
175
175
O
O
M
O
�
00
000
0
O M
0 co
O 00
c0
00
9+50 10+00 10+50 11+00 11+50
STORM CROSSING #13
PROFILE VIEW
SCALE: 1"=50'H, 1"=5'V
RETAINING WALL NOTES:
1. Retaining Walls: Engineer will not be responsible to provide services related to retaining
wall design. This is the responsibility of the Contractor and Contractor shall assure that
the services of a qualified independent retaining wall designer are procured, if needed for
the project. Any retaining walls shown on Engineers plans are for location and grade
information only. Client shall be responsible to provide all necessary information to the
wall designer as required for the proper design of the retaining wall. The retaining wall
shall be designed by a Professional Engineer licensed in the state of North Carolina
2. Top Grade (TG) and Bottom Grade (BG) of walls specified are intended to be the finished
pavement or earth grade. The wall designer shall adjust shop drawing wall elevations for
the top and bottom of wall to meet specific product design criteria and wall geometry as
necessary to achieve desired finished grades. The horizontal wall location as shown is the
finished location of the bottom of wall. The wall designer shall coordinate with the
Engineer to verify whether conflicts exist. The wall designer shall notify the Engineer in
case of any conflicts, including but not limited to existing or proposed utilities, wall
batter, geogrid placement, footings, etc., or if any aspect of wall placement cannot be
accomplished. All work related to the retaining wall construction shall be accomplished
within the boundaries of the project property, without impacting buffers.
3. It is the responsibility of the Contractor and wall designer to assure that the required soil
bearing pressure, subsurface drainage and surface drainage are achieved as related to the
retaining wall design. This should be verified by a geotechnical engineer. Special attention
is required to ensure bearing capacity has been achieved at locations where pipe
penetrations are to occur. It shall be the responsibility of the Contractor to provide
quality control / quality assurance testing associated with the wall construction. The
geotechnical engineer or wall designer shall provide any certifications as may be required
to show compliance with original design documents as related to the wall design and
construction, as the Engineer specifically excludes this certification from our work. Lastly,
the Engineer will not be responsible for any observation or inspection services associated
with the wall construction. Contractor shall reference existing Geotechnical Report for
soils information and shall be responsible for verifying the information in the field.
4. The retaining wall type shall be a steel reinforced cantilevered concrete wall with
anti -graffiti coating.
CROSSINGS
VIEWS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING _
FIRE
URBAN FORESTRY_
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
ATU S:
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1 "=5'
FINAL DESIGN
M&C FILE NUMBER
CU 723
DRAWING NUMBER
C23
REVISION

TRESTLEWOOD ' ^ "'E -
EXISTING SU
FROM EX Yl 4-1
GAL
4'¢
I REV.NO.
STORM CROSSING #4
CATCH BASIN 4-2 DETAIL
SCALE: NTS
=XISPNG GROUND SURFACE
CEN T
IN
STORM CROSSING #14
RISER 14-1 DETAIL
SCALE: NTS
RIM 186.00'
EXISTING GROUND SURFACE
4'0 CONCRETE RISER
SEAL
12" RCP
TE JUNCTION BOX
INVERT 174.38'
SUMP 173.38'
TO OUTLET
STORM CROSSING #4 CONCRETE
JUNCTION BOX 4-3 DETAIL TOP 194.00'
SCALE: NTS
TOP OF OPENING 193. C
STORM CROSSING #14
RISER 14-2 DETAIL
SCALE: NTS
SEAL
����\\1111111CI,AI/,,,�
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9
028419
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IIIIIIIIIII\0,
12" RCP
RIM 184.15'
INV 182.65'
INVERT 181.41'
SUMP 180.41 '
MCM&CEEED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
IN 191.00'
3X7' CONCRETE RISER
v
v
INVERT 181.75'
GALVANIZED TRASH Rl -"
RIM 187.81'
4'0 CONCRETE RISER
INVERT 179.71'
EXISTING GROUND SURFACE
STORM CROSSING #13
RISER 13-1 DETAIL
SCALE: NTS
STORM CROSSING #16
RISER 16-1 DETAIL
SCALE: NTS
)IAINLLSS SILLL IMAS7-I
OVER EACH OPENING
EXISTING GROUND SURFACE
OX CULVERT
of R.4 CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
y°�,.~••p" o �� SANITARY SEWER
y cAR IMPROVEMENTS
2X6' BOX CUL
RCP
STORM CROSSING #13
RISER 13-2 DETAIL
SCALE: NTS
STORM CROSSING #16
RISER 16-2 DETAIL
SCALE: NTS
STORM PIPE
SECTION
RIM 189.26'
'X6' BOX CUL VER T
INV 186.26'
NCRETE RISER
CROSSINGS
DETAILS
INVERT 181.47'
SUMP 180.41'
15" RCP
RIM 185.59'
INV 183.59'
0 CONCRETE RISER
INVERT 179.48'
SUMP 178.48'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
AUGUST 2016
MCE PROJ. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
SCALE
M&C FILE NUMBER
CU 723
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
Cj23A
N/A
'TATS: FINAL DESIGN REVSION
NOT FOR CONSTRUCTION

21
21
21
21
20
20
20
20
20
19
19
19
19
19
18
18
18
18
18
17
17
LOCAL SEWER 1 (SEE SHT. C5)
PLAN
216
214
212
210
208
206
204
202
200
98
96
94
92
90
88
86
84
82
80
78
76
_1+00 0+00 1+00 1+50
LOCAL SEWER 1 (SEE SHT. C5)
PROFILE
DESCRIPTIONS
SEAL
LOCAL SEWER 2 (SEE SHT. C14 -C15)
PLAN
0+50 1+00 2+00
LOCAL SEWER 2 (SEE SHT. C14 -C15)
PROFILE
1`,���►�I t CA'���r''`�i SEAL
mp
.v�-- ¢ -
LAY 1NQ
1 /,5U Varsity Urive, Suite 5UU
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
12
10
08
06
04
02
00
98
96
94
92
90
38
36
35
3+00
8"HAR
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169+00 1
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JUNCTIBOX
#4—
STA:
4—
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202.54
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M \#474—
STA: 1+35 .13
RIM: 200.50
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1
216
214
212
210
208
206
204
202
200
98
96
94
92
90
88
86
84
82
80
78
76
_1+00 0+00 1+00 1+50
LOCAL SEWER 1 (SEE SHT. C5)
PROFILE
DESCRIPTIONS
SEAL
LOCAL SEWER 2 (SEE SHT. C14 -C15)
PLAN
0+50 1+00 2+00
LOCAL SEWER 2 (SEE SHT. C14 -C15)
PROFILE
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LOCAL SEWER 3 (SEE SHT. C15)
PLAN
22
218---
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206-
204-
202-
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196 --
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194
192
190--
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186-
185
0+50
SN 46) 60"
20.00 1
60"(W
00.44
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EX. 48" RCP
SS
1+00 2+00
LOCAL SEWER 3 (SEE SHT. C15)
PROFILE
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
7"H
220
218
216
214
212
210
208
206
204
202
200
198
196
194
192
190
188
186
185
3+00
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
4'
U
4'
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SCALE: 1"=4' (Vert.)
LOCAL SEWER
PLANS AND PROFILES
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
Y
0592-0046
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PROFILE
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
7"H
220
218
216
214
212
210
208
206
204
202
200
198
196
194
192
190
188
186
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SCALE: 1"=40' (Horiz.)
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SCALE: 1"=4' (Vert.)
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PLANS AND PROFILES
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
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nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
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CU724
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NOT FOR CONSTRUCTION

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MICE PROD. #
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PROFILE
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
21 2
210
208
206
204
202
200
98
96
94
92
90
88
86
84
82
80
78
176
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212-
12
1+50
JANUARY 2016
MICE PROD. #
0
32
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78
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1
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178--
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v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
2+00 3+00 4+00
1 (lr.Al qF\A/FR _q /.qFF' qHT r.71
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
5+00
6+00
12
10
98
96
94
92
90
a8
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DO
38
4'
36
34
JANUARY 2016
MICE PROD. #
0
32
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30
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CHECKED
4'
78
BRL
_1111111118'
SCALE: 1"=4' (Vert.)
LOCAL SEWER
PLANS AND PROFILES
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MICE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU724
HORIZONTAL'
DRAWING NUMBER
1"=40'
VERTICAL:
C5
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

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DB 002966 PG 00315
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/ POWER POLE
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BROWN, ROBERT H
/
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EXISTING 2" PRESSURIZED GAS LINE / , / / /r I Z_
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NOTE.- 2" GAS LINE IS NOT TO BE / / / PROTECT EXISTING
- - RELOCATED. CONTRACTOR IS TO LOCATE /
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NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION GAS LINE BEFORE CONSTRUCTION BEGINS 0 i i d x 2" GAS LINE
BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM - _ _ AND SHALL TAKE PRECAUTIONS THAT LINE i
THE PLANS ARE FOUND. - - IS NOT DAMAGED.
i
CONSTRUCTION SEQUENCE: - - � � � � CONTRACTOR TO
COORDINATE REL OCA TION /
OF EXISTING UNDERGROUND / / /
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A EC
- - 6" PVC ELECTRIC LINE
GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO / , / / ' _/, ,,j /
OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. EXISTING WOODSLINE__,__
OODSLINE O PP\ / / 1
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC i
DEQ LAND QUALITY SEDIMENTATION CONTROL ORDINANCE. l 11/l l/l POLE
LE 24.1
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL
EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL GENERAL NOTES:
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE 1. ALL PREVIOUSLY APPROVED EROSION CONTROL MEASURES ARE TO BE MAINTAINED AT ALL TIMES. SELF INSPECTION NOTICE:
SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS
OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT NC DEQ, AND ENGINEER 2• HYDROSEED WITH GRASS SEED ON ALL DISTURBED AREAS. SEE SEEDING SCHEDULE FOR SPECIFIC NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
WITH ANY ADDITIONAL MEASURES NEEDED. GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDBED PREPARATION. SELF -INSPECTION PROGRAM:
HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE,
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2-2 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE NPDES GROUNDCOVER HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES
STABILIZATION TIMEFRAME TABLE THIS SHEET. NEW MIXTURE. ALL SLOPES 3:1 OR GREATER SHALL BE COVERED WITH "CURLEX" BLANKETS. SEE INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE
SPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS. THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
6. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK
REPRESENTATIVE, ENGINEER AND NC DEQ AND SHALL OBTAIN A LAND DISTURBING PERMIT. 3. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM
NOTIFY NC DEQ A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION BEGINNING AT STABILIZATION SHALL BE COMPLETED ACCORDING TO THE NPDES GROUNDCOVER STABILIZATION THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT
[phone]. TIMEFRAME TABLE PROVIDED ON THIS SHEET AND SHEET C31. FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT
IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
7. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE EXISTING ACCESS ROADS WHEN CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED. MUST BE CONDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED
8. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS
DURING INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. 5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS
CONTRACTOR IS TO CALL 1-800-632-4949 FOR 'NC ONE CALL" TO HAVE UTILITIES AT LEAST ONCE PER WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET AVAILABLE AS AN EXCEL SPREADSHEET FROM
LOCATED. PLAN, DETAIL AND SPECIFICATION REQUIREMENTS. HTTP: //HTTPS: //WWW.PDFFILLER.COM/EN/PROJECT/65077589.HTM?FORM_ID=27737518.
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT NC
9. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, 6. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED DEQ DEMLR RALEIGH REGIONAL OFFICE AT [phone].
EASEMENTS, LANDSCAPE BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS NECESSARY BY EITHER ENGINEER OR WATERSHED MANAGER.
OF DISTURBANCE.
7. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, ETC..) SHALL BE MAINTAINED UNTIL ALL
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN ON PLANS. CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 30 0 30 60
/
DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE.
loom
DESCRIPTION
EXISTING I
11. CONTACT NC DEQ AND ENGINEER UPON COMPLETION OF INITIAL EROSION CONTROL
PERIMETER DIKES,
/
NONE
\
GROUND 3
MEASURES TO OBTAIN A CERTIFICATE OF COMPLIANCE.
SLOPES
STRICTLY PROHIBITED.SCALE:
1"=30'
(Horiz.)
c
12. ONCE TEMPORARY MEASURES HAVE BEEN INSTALLED AND APPROVED,
9.
IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR
GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX
SLOPES STEEPER
i
CONTRACTOR SHALL STRIP TOPSOIL AND STOCKPILE ON SITE. CONTRACTOR SHALL
THAN 3:1
SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT
10' OR LESS IN
I�Alk*
MAP #3720172200J DATED MAY 2, 2006.
REMOVE ALL ROOT MATTER AND ORGANICS FROM WITHIN THE CLEARING LIMITS.
O° v
SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED
/
Q
14 DAYS
/
FLATTER
OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
CALL N.C. ONE
O ,
j
ALL OTHER AREAS
14 DAYS
NONE, EXCEPT FOR
l 111 11 11 1 111 111 I�
/ l/ 41/111 111111111.. k,
1 EXISTING WOODSLINE
r1111
11 1111//,// I \ II I1 11 1 1 / BLOCK AND GRAVEL CURB
INLET PROTECTION (TYP) - , , - BROWN, ROBERT H
DB 002966 PG 00315
PIN 122985086 /
/
/
2p0' D(�
r�'9NS,i��sE FitiEQG /
S/O'V R Y l l
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l
\\ EXISTINGPROTECT CATCH
/ POLE 217iII I 1 BASIN TO REMAIN (TYP)
O PP
EXISTING PERMANENT OHP (33' HIGH) O PP
SLOPE EASEMENT WOODS
BM 1999 PG 246 / / / OHP (28.1 ' HIGH) /
DB 8263 PG 356
VE EXISTING \ \\� ) - / / / OHP (31' HIGH) / l
FENCE OHP (28.1 ' HIGH) �l
TEMPORARY / i EXISTING WOODSLINE /
y�\\\ CONSTRUCTION
- - _ - - - ,EASEMENT / / LIMITS OF DISTURBANCE/ ,
CLEARING LIMITS (TYP)
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w Z 3 / / // PROPOSED R/W/I /' // / O/ / // / / / O
OHP (32.2' HIGH)
U
D
B43j0 cRFFMEN
SA%T0, HIDETO
PIN 1732080713
DB � 15718 PG 02152
/ALL SWALES TO BE LINED l l O
�' ^ / / �J ' \\_ ; �. 'C\ - l 11 11 ►w ��
00 1 / / WITH STRAW W/ NET l l - \
�\ i / , s a�, I N (T / V, / REMOVE EXISTING O /
/ 4U / / I III I 1 I 1 . 1 -- �_ a '_ j RFjlq / / �/ FENCE & GATE
/ �o _ 1
I (EXISTING OVERHEAD- '--- - - - - - - �. �\ • _ /
I POWER LINE (TYP)• \ �• �� \ -- ---- i - ��' / �� / / / l
tv I/'III (III I`;//�\ ��\Qo= -}� ~�-� / , / / / �/ �/ I ✓ �� i\ /
I I/ ;_ ----- III I l •�\ � �_
�o � _----------- � ---- . _ �------ ____;�____ --- \ �� i°0
TEMPORARY -------- l //I- CONSTRUCTION i ry
/ EASEMENT ' / / �`�• '� �'�
_- PROTECT EXISTING
PROTECT EXISTING, _ 9" PE GAS LINE / PROTECT EXISTING
/ POWER POLE
POWER POLE - - - - - - - -
WOODS- PROPOSED R/W
BROWN, ROBERT H
/
EXIS_ DB 002966 PG 00315 TING WOODSLINE' - - - - - � � _ �
PIN 1722985086
EXISTING 2" PRESSURIZED GAS LINE / , / / /r I Z_
_
NOTE.- 2" GAS LINE IS NOT TO BE / / / PROTECT EXISTING
- - RELOCATED. CONTRACTOR IS TO LOCATE /
�� �---- �
NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION GAS LINE BEFORE CONSTRUCTION BEGINS 0 i i d x 2" GAS LINE
BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM - _ _ AND SHALL TAKE PRECAUTIONS THAT LINE i
THE PLANS ARE FOUND. - - IS NOT DAMAGED.
i
CONSTRUCTION SEQUENCE: - - � � � � CONTRACTOR TO
COORDINATE REL OCA TION /
OF EXISTING UNDERGROUND / / /
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A EC
- - 6" PVC ELECTRIC LINE
GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO / , / / ' _/, ,,j /
OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. EXISTING WOODSLINE__,__
OODSLINE O PP\ / / 1
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC i
DEQ LAND QUALITY SEDIMENTATION CONTROL ORDINANCE. l 11/l l/l POLE
LE 24.1
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL
EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL GENERAL NOTES:
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE 1. ALL PREVIOUSLY APPROVED EROSION CONTROL MEASURES ARE TO BE MAINTAINED AT ALL TIMES. SELF INSPECTION NOTICE:
SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS
OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT NC DEQ, AND ENGINEER 2• HYDROSEED WITH GRASS SEED ON ALL DISTURBED AREAS. SEE SEEDING SCHEDULE FOR SPECIFIC NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
WITH ANY ADDITIONAL MEASURES NEEDED. GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDBED PREPARATION. SELF -INSPECTION PROGRAM:
HYDROSEED MIXTURE SHALL CONTAIN CELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE,
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE NUMBER WITH A MAXIMUM OF 50 LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2-2 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE NPDES GROUNDCOVER HOURS ADD AN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITH REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES
STABILIZATION TIMEFRAME TABLE THIS SHEET. NEW MIXTURE. ALL SLOPES 3:1 OR GREATER SHALL BE COVERED WITH "CURLEX" BLANKETS. SEE INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE
SPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS. THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
6. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK
REPRESENTATIVE, ENGINEER AND NC DEQ AND SHALL OBTAIN A LAND DISTURBING PERMIT. 3. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM
NOTIFY NC DEQ A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION BEGINNING AT STABILIZATION SHALL BE COMPLETED ACCORDING TO THE NPDES GROUNDCOVER STABILIZATION THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT
[phone]. TIMEFRAME TABLE PROVIDED ON THIS SHEET AND SHEET C31. FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT
IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
7. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE EXISTING ACCESS ROADS WHEN CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
IT BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED. MUST BE CONDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED
8. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS
DURING INSTALLATION OF EROSION CONTROL MEASURES AND STORM DRAINAGE. 5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN EVENT AND 113A-54.1 AND 15A NCAC 48.0131. THE SELF -INSPECTION REPORT FORM IS
CONTRACTOR IS TO CALL 1-800-632-4949 FOR 'NC ONE CALL" TO HAVE UTILITIES AT LEAST ONCE PER WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET AVAILABLE AS AN EXCEL SPREADSHEET FROM
LOCATED. PLAN, DETAIL AND SPECIFICATION REQUIREMENTS. HTTP: //HTTPS: //WWW.PDFFILLER.COM/EN/PROJECT/65077589.HTM?FORM_ID=27737518.
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT NC
9. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, 6. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED DEQ DEMLR RALEIGH REGIONAL OFFICE AT [phone].
EASEMENTS, LANDSCAPE BUFFERS, STREAM BUFFERS, TREE PROTECTION AREAS AND LIMITS NECESSARY BY EITHER ENGINEER OR WATERSHED MANAGER.
OF DISTURBANCE.
7. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, ETC..) SHALL BE MAINTAINED UNTIL ALL
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AS SHOWN ON PLANS. CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. 30 0 30 60
I REV.NO.
SEAL
SEAL
CARO 'f q
- S 86" _
028419
�.. 10/28/2016
U.
44 v
v MCIQM CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
NPDES GROUNDCOVER STABILIZATION TIMEFRAMES
8.
DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE.
loom
DESCRIPTION
EXISTING I
11. CONTACT NC DEQ AND ENGINEER UPON COMPLETION OF INITIAL EROSION CONTROL
PERIMETER DIKES,
THE USE OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS
NONE
SWALES, DITCHES,
GROUND 3
MEASURES TO OBTAIN A CERTIFICATE OF COMPLIANCE.
SLOPES
STRICTLY PROHIBITED.SCALE:
1"=30'
(Horiz.)
c
12. ONCE TEMPORARY MEASURES HAVE BEEN INSTALLED AND APPROVED,
9.
IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR
GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX
SLOPES STEEPER
7 DAYS
CONTRACTOR SHALL STRIP TOPSOIL AND STOCKPILE ON SITE. CONTRACTOR SHALL
THAN 3:1
SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT
10' OR LESS IN
I�Alk*
MAP #3720172200J DATED MAY 2, 2006.
REMOVE ALL ROOT MATTER AND ORGANICS FROM WITHIN THE CLEARING LIMITS.
SHALL BE INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED
STEEPER THAN 2:1
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
OFFSITE. RINSE -OFF WILL NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
CALL N.C. ONE
13. MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES. MAINTAIN SILT FENCE AND
ALL OTHER AREAS
14 DAYS
NONE, EXCEPT FOR
CALL CENTER
PERIMETERS AND HQW
OTHER EROSION CONTROL MEASURES UNTIL THEY ARE APPROVED TO BE REMOVED.
10.
SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 4 -INCHES DEEP.
BEFORE YOU DIG
STOP
DRAINAGE DITCH
14. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE TEMPORARY
11.
EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND DEVICES SHALL BE SO
1-800-632-4949
AND PERMANENT SEEDING SCHEDULES LOCATED ON THIS SHEET.
PLANNED, DESIGNED, AND CONSTRUCTED AS TO PROVIDE PROTECTION FROM THE CALCULATED
AVOID UTILITY
MAXIMUM PEAK RATE OF RUN-OFF FROM THE 10 -YEAR STORM. RUNOFF RATES SHALL BE
DAMAGE
15. AREAS NOT IN ACTIVE CUT AND FILL SHALL RECEIVE TEMPORARY SEEDING IN ACCORDANCE
CALCULATED USING THE PROCEDURES AS OUTLINES IN THE WAKE COUNTY SEDIMENTATION AND
WITH THE SEEDING SCHEDULES IN THESE PLANS.
EROSION CONTROL ORDINANCE.
NORTH
I REV.NO.
SEAL
SEAL
CARO 'f q
- S 86" _
028419
�.. 10/28/2016
U.
44 v
v MCIQM CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
NPDES GROUNDCOVER STABILIZATION TIMEFRAMES
SITE AREA
STABILIZATION
TIMEFRAME
DESCRIPTION
ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR AND ALL
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES,
MARKERS IF DAMAGED DURING CONSTRUCTION.
8.
SLOPES
9.
CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND REPORTING
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
10.
GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX
SLOPES STEEPER
7 DAYS
14 DAYS FOR SLOPES
THAN 3:1
12.
10' OR LESS IN
I�Alk*
MAP #3720172200J DATED MAY 2, 2006.
LENGTH AND NOT
13.
STEEPER THAN 2:1
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS
14 DAYS
NONE, EXCEPT FOR
WITH SLOPES FLATTER
PERIMETERS AND HQW
THAN 4:1
ZONES
GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO
CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" AT 1-800-632-4949 AT LEAST 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH
CAROLINA ONE CALL".
3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON
BEST AVAILABLE RECORD DRAWINGS AND SURVEY DATA PROVIDED BY McKIM & CREED.
4. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED,
JACOBS, THOMAS W JR PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE
PIN 1732080784 COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY
DB 008631 PG 00246 THE GEOTECHNICAL ENGINEER
3
5.
ALL SLOPES GREATER THAN 3:1 SHALL BE PERMANENTLY STABILIZED AS RECOMMENDED BY THE
C1
GEOTECHNICAL ENGINEER.
'_DG 6.
ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR AND ALL
D1
AREAS POSITIVELY DRAIN TO DRAINAGE STRUCTURES, SWALES OR STORMWATER MANAGEMENT FACILITIES.
7.
CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL REPLACE
JO
MARKERS IF DAMAGED DURING CONSTRUCTION.
8.
CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY THROUGHOUT CONSTRUCTION.
9.
CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND REPORTING
REQUIREMENTS.
10.
GRADED SLOPES STEEPER THAN 3:1 SHALL BE TEMPORARILY STABILIZED WITH CURLEX SINGLE NET (CURLEX
1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED EQUAL.
11.
STREAM AND WETLAND LOCATIONS ARE BASED ON BEST AVAILABLE RECORD DRAWINGS
12.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
I�Alk*
MAP #3720172200J DATED MAY 2, 2006.
\
13.
BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR HIGHWAY R/W,
CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS AND KEEP COPIES ON
CONSTRUCTION SITE AT ALL TIMES.
D/W \
/
BLDG
0o I
'000, BLDG
PROPOSED SEWER MAIN JONES, DARRON TIMOTHY
SEE SHEET C7 -C8 JONES, VALERIE Y
l MORGAN, CHRISTINA
PIN 1732080558
PIN 1732080518 DB 008292 PG 00999
DB 011579 PG 00046 I
59' PUBLIC RIGHT-OF-WAY
7.0' 1 13.0' 1 13.0' 1 7.0'
LIMITS OF DISTURBANCE NOTES:
1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF DISTURBANCE. ALL SILT
FENCING OR TREE PROTECTION FENCING SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE.
LEGEND
GRASS GRASS
STRIP ROAD STRIP EXISTING
GROUND
7.0% 2.0% 2.0% 7.0%
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
POINT
ROADWAY SECTION
29'E -E; 59' PUBLIC R.O.W.
NOT TO SCALE
-SF-
TPF
_OL
220-
-220- - -
NPDES
2-220-
NEW ROW
SILT FENCE
TREE PROTECTION FENCE
BLOCK AND GRAVEL CURB INLET
PROTECTION
LIMITS OF DISTURBANCE
PROPOSED CONTOUR
EXISTING CONTOUR
NEW ASPHALT PA VEMEN T
SLOPE TO BE STABILIZED
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
[XI�1:1:10Z0] 1U11:4M*A44I 111WL S L
GRADING AND SEDIMENT & EROSION
CONTROL PLAN
DATE:
PAVEMENT SCHEDULE
C1
1.0" SF9.5A ASPHALT SURFACE COURSE
DRAWN
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YARD.
D1
2.0" S9.56 ASPHALT SURFACE COURSE
CHECKED
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.
JO
8" COMPACTED ABC STONE BASE COURSE
O
COMPACTED SUBGRADE
59' PUBLIC RIGHT-OF-WAY
7.0' 1 13.0' 1 13.0' 1 7.0'
LIMITS OF DISTURBANCE NOTES:
1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF DISTURBANCE. ALL SILT
FENCING OR TREE PROTECTION FENCING SHALL BE INSTALLED INSIDE LIMITS OF DISTURBANCE.
LEGEND
GRASS GRASS
STRIP ROAD STRIP EXISTING
GROUND
7.0% 2.0% 2.0% 7.0%
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
POINT
ROADWAY SECTION
29'E -E; 59' PUBLIC R.O.W.
NOT TO SCALE
-SF-
TPF
_OL
220-
-220- - -
NPDES
2-220-
NEW ROW
SILT FENCE
TREE PROTECTION FENCE
BLOCK AND GRAVEL CURB INLET
PROTECTION
LIMITS OF DISTURBANCE
PROPOSED CONTOUR
EXISTING CONTOUR
NEW ASPHALT PA VEMEN T
SLOPE TO BE STABILIZED
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
[XI�1:1:10Z0] 1U11:4M*A44I 111WL S L
GRADING AND SEDIMENT & EROSION
CONTROL PLAN
DATE:
AUGUST 2016
MCE PROD. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
ATU S:
SCALE
HORIZONTAL:
1"=30'
VERTICAL:
NA
FINAL DESIGN
M&C FILE NUMBER
C26
DRAWING NUMBER
C26
REVISION

l � BLOCK AND GRA VEL CURB
INLET PROTECTION (TYP) 200
/ o
�' TRSMsK Zlw
DB�S,oNl l
PROTECT EXISTING CATCH / c 6,5
4" p / / BASIN TO REMAIN (TYP)
�, Q7
' O PP LE 471
�� / EXISTING PERMANENT
/ O v SLOPE EASEMENT POLE 217 O PP
BM 1999 PG 246
DB 8263 PG 356OHP (33' HIGH) O P P l / R112� / DUKE F
WOODS O D OF N c
OHP (28.1 ' HIGH) O 4310 -
/ ` OHP (31' HIGH) ' ! O / 74
\ TEMPORARY i / OHP (28.1' HIGH) O
EX WATER CONSTRUCTION EXISTING WOODSLINE ! l
VAL VES (TYP) �` EASEMENT /
R 10
00 LIMITS OF DISTURBANCE/ /
CLEARING LIMITS (TYP) /
,
C
/
PROPOSED R/W �
�' O
OHP (32.2' HIGH) O
PROPOSED EOP /
00
O /
NOTE: CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES BEFORE CONSTRUCTION RELOCATE EXISTING —Y1UNDERGROUND ELECTRIC UNE O �d 6
BEGINS. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES FROM i
THE PLANS ARE FOUND. (RELOCATE BEFORE
,
CONSTRUC77ON BEGINS) '7 O
,
,
l PROTECT EXISTING 4" GAS LINE
,
,
O P P
l POLE 24.1
SEAL
I REV.NO.
SEAL
pFESS/
.9l
028419
�. 10/28/2016
/IIIIIIII111\
0 j
v
v McIQM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PROPOSED SEWER MAIN
SEE SHEET C7 -C8
LEGEND
LOD
[X�1 Q:1910]:�-11 VPl a2 ral1 : 1�� [e -II
NEW ROW
LIMITS OF DISTURBANCE
NEW ASPHALT PAVEMENT
UTIL I TIES TO BE REL OCA TED
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-832-4949
AVOID U71UTY
\ DAMAGE /
NORTH
30 0 30 60
SCALE: 1"=,30' (Horiz.)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING _
FIRE
URBAN FORESTRY -
SITE ACCESSIBILITY,
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
AUGUST 2016
MCE PROD. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
ATU S:
SCALE
HORIZONTAL:
1"=30'
VERTICAL:
NA
FINAL DESIGN
M&C FILE NUMBER
C26
DRAWING NUMBER
C27
REVISION

BEGIN NEW PA CEMENT
10+93.18 1
-R/W-`
EXISTING JUNCTION BOX ` \
ddl o
iIZ1,11111
EXISTING TREELINE
V- EXISTING TREELINE
PROPOSED TREELINE (TYP) \\
TEMPORARY
11 CONSTRUCTION _ -9R ED R/W
,1 EASEMENT _
PpRARYi ,
1, T"XTENSI0 ITEM
\ MAYBRppK Rpl gDE, Pueuc R wl
59'
------ _ �- --- 1z+p0 X437.2 4 a
00 ;
R
3'
1
0 0
T
EXISTING CONCRETE SIDEWALK
1� —
3
1+ _ _ -, • A O / 1
TEMPORARY
CONSTRUCTION
EASEMENT
I,
,1
O
O
O
O
ELINEXISTING TR
MAYBROOK ROAD EXTENSION — PLAN
(26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30)
SCALE: 1 "=50'
SEWER MAIN EASEMENT
NORTH
I/Z1-6l
P`.
MB,
16k
y��6oQv
DRAWN
AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD.
D1
2.0" S9.5B ASPHALT SURFACE COURSE
� I
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.
I
8" COMPACTED ABC STONE BASE COURSE
\ /
COMPACTED SUBGRADE
CIjT�q r
7.0%
2.0% 2.0%
7.0%
END NEW PA YEMEN T
STA 15+25.20
EXISTING 54" SEWER MAIN
\
PROPOSED 72" SEWER MAIN
SEE SHEETS C7 -C8
SEWER MAIN EASEMENT
NORTH
I/Z1-6l
9+00 9+50 10+00 10+50 11+00 11+50
SEAL
SEAL
C,
.9l
028419
�. 10/28/2016
/IIIIIIIIM0
12+00 12+50 13+00 13+50 14+00 14+50 15+00
MAYBROOK ROAD EXTENSION — PROFILE
(26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
v
v MCKIM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
15+50 16+00 16+50 17+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PAVEMENT SCHEDULE
C1
1.0" SF9.5A ASPHALT SURFACE COURSE
DRAWN
AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD.
D1
2.0" S9.5B ASPHALT SURFACE COURSE
ROAD
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.
JO
8" COMPACTED ABC STONE BASE COURSE
O
COMPACTED SUBGRADE
CIjT�q r
7.0%
2.0% 2.0%
7.0%
D1 C1
J U
GRADE
POINT
DRAINAGE DITCH
ROADWAY SECTION
29'E -E; 59' PUBLIC R.O.W.
_ +
39-
NOT TO SCALE
PV7
STA
11+00
00
HIGV
PT 11=22206
235
fW
EL
214.5
PV
STA -12+50,00
235
A= 7
10%
P14
ELE
=226.10
L= 7
f.00'
A=15.20q
K=19.
00
L=21
.82'
EXISTING
GRADE
=1
K=14.00-
.00230
0
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9+00 9+50 10+00 10+50 11+00 11+50
SEAL
SEAL
C,
.9l
028419
�. 10/28/2016
/IIIIIIIIM0
12+00 12+50 13+00 13+50 14+00 14+50 15+00
MAYBROOK ROAD EXTENSION — PROFILE
(26' E—E, 59' PUBLIC R/W, STA. 10+00 TO 15+30)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 "=5'
v
v MCKIM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
15+50 16+00 16+50 17+00
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
59' PUBLIC RIGHT-OF-WAY
PAVEMENT SCHEDULE
C1
1.0" SF9.5A ASPHALT SURFACE COURSE
DRAWN
AT AN AVERAGE RATE OF 110 LBS. PER SO. YARD.
D1
2.0" S9.5B ASPHALT SURFACE COURSE
ROAD
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.
JO
8" COMPACTED ABC STONE BASE COURSE
O
COMPACTED SUBGRADE
59' PUBLIC RIGHT-OF-WAY
[if,ralMiQ �ZM]:,a-11:4Pla*:lI: I��[s-1�1
DATE:
7.0' 13.0' 13.0' 7,0'
MCE PROD. #
GRASS
DRAWN
GRASS
EXISTING
STRIP
ROAD
STRIP
GROUND
3' 7
CLW
CIjT�q r
7.0%
2.0% 2.0%
7.0%
D1 C1
J U
GRADE
POINT
DRAINAGE DITCH
ROADWAY SECTION
29'E -E; 59' PUBLIC R.O.W.
NOT TO SCALE
[if,ralMiQ �ZM]:,a-11:4Pla*:lI: I��[s-1�1
DATE:
AUGUST 2016
MCE PROD. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
ATU S:
1 SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1 "=5'
FINAL DESIGN
I EXISTING
GROUND
M&C FILE NUMBER
C28
DRAWING NUMBER
C28
REVISION

\ 3 \
TRUCKS \ \\
ENTERING
HIGHWAY
W14-12 (36"x36")
�TRUCKS
' ENTERING \ 3 \
\� \` HIGHWAY
AUGUST 2016
MCE PROD. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
(36"x36")\�
\�
TRUCKS
\�
ENTERING
\�
\
HIGHWAY
\ `\14014-12 (36"x36")
TRUCKS
ENTERING
HIGHWAY
W14-12 (36"x36")
\
NO
OUTLET
/
/
/
W14-2
SIGN LEGEND
/
,
,
/ W14-12 (36"06")
TRUCKS
l ENTERING
\ HIGHWAY
\ `\ 350 W14-12 (36"x36")
\
\ \ \ \ TRUCKS
\ \ ENTERING
HIGHWAY
\ eDCe \ \ \ ` \ 3SO W14-12 (36"x36")
TRUCKS
ENTERING
yp GHWAY
v \\\\\\ ('1p'p g 6g �RpyRp
R1-1 W14-12 (36"x36")
lC R/W Q \ � �
TRUCKS
I \ \ \ \ ENTERING
\ \ HIGHWAY
ROAD CLOSED AHEAD (R11-2) \ \
TYPE III PARTIAL BARRICADE \ \ \
- PROPOSED CONSTRUCTION \
/ NO TES:
1. DRAWING IS NOT TO SCALE AND IS
INTENDED ONLY TO SHOW THE SPACING
BETWEEN SIGNS.
2. SEE SHEET C30 FOR TRAFFIC CONTROL
DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
TRUCKS NO PLANNING/ZONING
ST
OPENTERINGOUTLET FIRE
HIGHWAY
URBAN FORESTRY
R1-1 W14-12 (36"x36") W14-2 SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-632-4949
TYPE I II BARRICADE WITH R11-2, AVOID UnLITY
DAMAGE
NOTE: ALL SIGN DESIGNATIONS PER MUTCD STANDARD. NORTH
SEAL
I REV.NO.
SEAL
pFESS/
.9l
028419
�. 10/28/2016
/IIIIIIII111\
0 j
v
v McIQM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
[X�1 Q:1910]:�-11 VPl a2 ral1 : 1�� [e -]I
I IN139aeff_1IeI1��Le]�T_Ie3 a1W_NZI
DATE:
AUGUST 2016
MCE PROD. #
0592-0046
DRAWN
EJB, TJJ
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
CLW
ATU S:
SCALE
HORIZONTAL:
NTS
VERTICAL:
NA
FINAL DESIGN
M&C FILE NUMBER
C29
DRAWING NUMBER
C29
REVISION

I REV.NO.
DESIGN MINIMUM SIGHT DISTANCE MINIMUM
SPEED LONGITUDINAL
STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE
(MPH) (FEET) (FEET) (FEET)
30 200 loso es
36 250 1280 720
40 305 1470 155
45 360 1625 195
50 a25 1835 240
55 485 1085 290
80 570 2135 345
65 645 2285 405
70 730 2480 470
75 820 2580 540
e0 910 2680 815
v
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DETAIL A BEGIN
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EXIT RAMPS
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LIMITS
FOR APPROVED SIGN
PLACE SIGN BEYOND SHOULDER SUBSTRATE MATERIAL
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SIGNS HAVE BEEN PLACED ALONG Y. LINE
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LIMASMERAT END OF SAME, PEACE SIGN
AT E
d
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1000 i/- CONSTRUCTION 500'
LIMITS
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^
SUPPORTI��T
Q
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CONSTRUCTION LIMITS
Z v G
x
2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS
IF LIMITS ARE NEAR RAMP
SIGNS SHOULD
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COVERED.
TENT HSL
BE PLA CED NEAR TERMINAL
,^
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3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
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SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY
AHEAD WZD.1
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USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING
48"X48"
2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
vi D=
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
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ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
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END i1i1
LL
(�
ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT
40"X24" ROADWO0.K
ly-
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WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01.
500
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7- DO NOT BACK BRACE SIGN SUPPORTS.
LINE
711
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i i y
Y
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FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE
17 1L 600'
1 1 1 0.0 1
1110 . 0 1
ENGINEER.
' END c2o-1a
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ROAD
WORI CONSTALCTION ROAD WORK 43"%24"
3
LEGEND
[-STATIONARY SIGN
-DIRECTION OF TRAFFIC FIOA
AHEAD W20 1 LIMITS
4B"%4 B" OWL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'•/-.
HEET 2 OF 3
SHEET 2 OF 3
11101.011
110 1 .0 1
DESIGN MINIMUM SIGHT DISTANCE MINIMUM
SPEED LONGITUDINAL
STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE
(MPH) (FEET) (FEET) (FEET)
30 200 loso es
36 250 1280 720
40 305 1470 155
45 360 1625 195
50 a25 1835 240
55 485 1085 290
80 570 2135 345
65 645 2285 405
70 730 2480 470
75 820 2580 540
e0 910 2680 815
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POSTED SPEED LIMIT
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PLUMB. IF SION IS PLACED WITHIN
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0 z
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INSTALL THE GROUND SUPPORT (STUB) BETWEEN THE SIGN SUPPORT AND THE
APPROACHING TRAFFIC IN THE ADJACENT TRAVEL LANE.
EXTEND HIGHER THAN 4" ASOVE THE GROUND. ATTACH THE SIGN SUPPORT
TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRLATE
HARDNARE PROVIDED BY THE MANUFACTUREp OF THE BREAKAWAY SYSTEM.
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N
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GENERAL NOTES
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HEET 4 OF 4
CC
110 1 .1 1
11101.111
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ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
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INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSING/NO-PASSING ZONES FOR 2 -LANE, 2 -WAV ROADWAYS.
HEET 2 OF 4
SHEET 2 OF 4
1101.11
1101.11
DESIGN MINIMUM SIGHT DISTANCE MINIMUM
SPEED LONGITUDINAL
STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE BUFFER SPACE
(MPH) (FEET) (FEET) (FEET)
30 200 loso es
36 250 1280 720
40 305 1470 155
45 360 1625 195
50 a25 1835 240
55 485 1085 290
80 570 2135 345
65 645 2285 405
70 730 2480 470
75 820 2580 540
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THE APPROACH SIDE OF TRAFFIC WHILE THE SIGN SUPPORT IS ATTACHED/SPLICED BEHIND THE
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HEET 2 OF 3
SHEET 2 OF 3
1 1 1 0.0 1
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HEET 1 OF 1
SHEET 1 OF 1
1 1 10. 02
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DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
HEET 4 OF 4
SHEET 4 OF 4
110 1 .1 1
11101.111
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
ADVANCE WARNING SIGN
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3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER.
HEET 3 OF 3
SHEET 3 OF 3
11110.011
1110 . o 1
v
44$ MCIQ 4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
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LEVEL.
3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION (REFER TO STD. 1101.11
SHEET 2).
4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS.
5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE
WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
HEET 1 OF 1 SHEET 1 OF 1
11150.011 6- ALL FLAGGERS MUST BE CERTIFIED BY AN NCDOT APPROVED SOURCE. 11150.011
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3- SEE STANDARD SPECIFICATION 1089-1 FOR WORK ZONE SIGNS.
4- SEE STANDARD SPECIFICATION 1089-2 FOR WORK ZONE SIGN SUPPORTS.
HEFT 1 OF 3 5- SEE ROADWAY STANDARD DRAWING 903.20 FOR WOOD POSTS. SHEET 1 OF 3
11110.01 6- SEE STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS. 1110 . 0
1
MAYBROOK DRIVE EXTENSION
TRAFFIC CONTROL DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. Th
is specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES
PERMIT #
DATE: AUGUST 2016
MCE PRO). # 0592-0046
DRAWN EJB, TJJ
DESIGNED SHK, BRL
CHECKED CLW, JSL
PRO). MGR. CLW
DEPARTMENT
M&C
FILE NUMBER
SCALE (;29
HORIZONTAL: DRAWING NUMBER
NTS
VERTICAL: C30
NA
STATS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
1
MAYBROOK DRIVE EXTENSION
TRAFFIC CONTROL DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. Th
is specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES
PERMIT #
DATE: AUGUST 2016
MCE PRO). # 0592-0046
DRAWN EJB, TJJ
DESIGNED SHK, BRL
CHECKED CLW, JSL
PRO). MGR. CLW
DEPARTMENT
M&C
FILE NUMBER
SCALE (;29
HORIZONTAL: DRAWING NUMBER
NTS
VERTICAL: C30
NA
STATS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
MAYBROOK DRIVE EXTENSION
TRAFFIC CONTROL DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. Th
is specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES
PERMIT #
DATE: AUGUST 2016
MCE PRO). # 0592-0046
DRAWN EJB, TJJ
DESIGNED SHK, BRL
CHECKED CLW, JSL
PRO). MGR. CLW
DEPARTMENT
M&C
FILE NUMBER
SCALE (;29
HORIZONTAL: DRAWING NUMBER
NTS
VERTICAL: C30
NA
STATS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
DEPARTMENT
M&C
FILE NUMBER
SCALE (;29
HORIZONTAL: DRAWING NUMBER
NTS
VERTICAL: C30
NA
STATS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
STATS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

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WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
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1730 Varsity Drive, Suite 500
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DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND
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5. CONTINUE TILLAGE UNTIL A WELL — PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH
FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE — 2 TONS/ACRE OR 3
TONS/ACRE IN CLAY SOILS
FERTILIZER — 1000 LBS/ACRE (10-10-10)
SUPERPHOSPHATE — 500 LBS/ACRE (20%)
MULCH — 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR — ASPHALT EMULSION AT 300 GAL./ACRE
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
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REVISIONS DATE: 111112012 DRAWN BY: WDP
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FINAL DESIGN
M&C FILE NUMBER
C31
DRAWING NUMBER
C31
REVISION

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I
48"SDI P
I I
_j
I I �
rri
I
18
4.M1
4.M1
48"x48"
ALUMINUM
HATCH
EXISTING GRADE EL 196.8'±
RUBBER BOOT (TYP.)
766"0 FRP II
12" DIP VENT
0
_I
PRECAST
SIPHON
OUTLET BOX
13'-8"x10'-0"
8" (TYP.)
1/4" GALV. BIRD/INSECT
SCREEN CONNECTED WITH
FLANGE RING
OL TOP EL 200.13
If
EXISTING GRADE EL 196.8'±
48"0 D I P
36"O DIP
II INV EL 187.20
INV EL 186.14 20"0 DIP INV EL 186.39
SEE PLAN FOR
GROUT SLOPES f T SLAB
;.Y EL 184.13
TOP EL 200.13
`3.
PRECAST
SIPHON
EXISTING GRADE EL 196.8± OUTLET EXISTING GRADE EL 196.8±
T i BOX
13'-8"x10'-0"
8" (TYP.)
8" COMPACTED ABC
COMPACTED SUBGRADE
1'-0" (TYP.)
INV EL 186.14
0
8" COMPACTED ABC
COMPACTED SUBGRADE
BOX
_
GROUT I 3 SECTION 4 - SECTION
S�
EL: 186.64 1/4"=l'-0" 1/4"=1'-0"
GROUT I 36"0 DIP
..''-:EL:186.39`
I N
-77ITI
FLAT 20"ODIP
66 0 FRP I N;' � BOX Z SECTION @
EL 186.147
I_ GROUT I 48"0 DIP
EL: 187.20
GROUT
EL: 187.47
I
L— — — — — — — — — — — —
8" 101-011 8"
2 - BOTTOM PLAN
1/4"=V-0"
LREVISIOA
4.M1
SEAL
CAJI�"'/
........... 0i fr,,r
t`'�,}`�'
LAT�;tti�
v
v McIOW&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
�OFRACITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��, °••a••" o SANITARY SEWER
y C IMPROVEMENTS
MECHANICAL
SIPHON OUTLET STRUCTURE
PLAN AND SECTIONS
INV EL 187.20
INV EL 186.14
1'-0" (TYP.)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
00
CLW, JSL
PROJ. MGR.
BRL
8" COMPACTED ABC
COMPACTED SUBGRADE
BOX
_
GROUT I 3 SECTION 4 - SECTION
S�
EL: 186.64 1/4"=l'-0" 1/4"=1'-0"
GROUT I 36"0 DIP
..''-:EL:186.39`
I N
-77ITI
FLAT 20"ODIP
66 0 FRP I N;' � BOX Z SECTION @
EL 186.147
I_ GROUT I 48"0 DIP
EL: 187.20
GROUT
EL: 187.47
I
L— — — — — — — — — — — —
8" 101-011 8"
2 - BOTTOM PLAN
1/4"=V-0"
LREVISIOA
4.M1
SEAL
CAJI�"'/
........... 0i fr,,r
t`'�,}`�'
LAT�;tti�
v
v McIOW&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
�OFRACITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��, °••a••" o SANITARY SEWER
y C IMPROVEMENTS
MECHANICAL
SIPHON OUTLET STRUCTURE
PLAN AND SECTIONS
INV EL 187.20
INV EL 186.14
1'-0" (TYP.)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
000"T I
HORIZONTAL:
AS NOTED
VERTICAL:
NA
M&C FILE NUMBER
M1
DRAWING NUMBER
M1
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

F
`0
m
-o
w
a
rn
m
0
N
Cq
N
O
N
I
0
36"0 DIP
20"0 DIP
48"0 DIP
:2 U ---
N1-5 I
N
4.M2
12" DIP VENT
-- ------------
BOX —4
PRECAST I I
SIPHON
INLET BOX
13'-8"x10'-0" I I
i 48"x48"
ALUMINUM
HATCH
I
I
I
Lf
8
8
I I
CD
I NII
0592-0046
-----------
------------
10'-0"
4.M2
4.M2
I Fr7
4.M2
1 - TOP PLAN
1/4"=V-0"
66"0 FRP
0
I I
CD
I NII
0592-0046
DRAWN
�
DESIGNED
J
8"
2 - BOTTOM PLAN
1/4"=V-0"
DESCRIP11ONS
LREVISIONSJ
SEAL
0
E..,
CARSEAL
4 -
rf-11144 LAT
1/4" GALV. BIRD/INSECT
SCREEN CONNECTED WITH
FLANGE RING
TOP EL 202.10
EXISTING GRADE EL 198.0±
-12" DIP VENT
0
I
8" (TYP.)
PRECAST
SIPHON
INLET BOX
13'-8"x10'-0"
4
48"x48"
ALUMINUM
HATCH
I
EXISTING GRADE EL 198.0±
::Z
48"0 DIP =; WEIR #2 EL 190.69
INV EL=188.10
36"0 DIP INV EL 188.77 — — — — WEIR 1 EL 189.15
(BEYOND)
f
INV EL 187.23 20"0 DIP ;' SEE PLAN FOR
GROUT SLOPES
INV EL 187.48 T/SLAB EL 186.10
8" COMPACTED ABC
COMPACTED SUBGRADE
3 - SECTION
1/4"=V-0"
RUBBER BOOT (TYP.)
v
v MCKM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
66"0 FRP
�OFRA<t� CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��. °•'••" o �� SANITARY SEWER
y caR IMPROVEMENTS
TOP EL 202.10
8" (TYP.)
PRECAST
SIPHON
EXISTING GRADE EL 198.0± INLET BOX EXISTING GRADE EL 198.0±
13' - 8"x10'-0"
f
6 :
0
W
=' 6„
a -
V -10" (TYP.) �j
\ ` 8" COMPACTED ABC
COMPACTED SUBGRADE
4 - SECTION
1/4"=V-0"
MECHANICAL
SIPHON INLET STRUCTURE
PLANS AND SECTIONS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
HORIZONTAL:
AS NOTED
VERTICAL:
NA
M&C FILE NUMBER
M2
DRAWING NUMBER
M2
TATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

15'-0" I 11'-5 7/16"
SEAL
DESCRIP11ONS
IREVIISIONS
1 - LAYOUT PLAN
o, 1/4"=V-0"
'PTti
v
v MCKIN4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
-ING
—IN—PLACE
-IOLE RING AND
R
0
T
N
mot, o
L2
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
NOTES:
1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE
ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS.
2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION.
MECHANICAL EXISTING STRUCTURES
JUNCTION BOX #1 & #2 AND
SIPHON BOX #1 & #2 OVERALL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING _
FIRE
URBAN FORESTRY_
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
SCALE r M&C FILE NUMBER
HORIZONTAL:
AS NOTED
VERTICAL:
NA
DRAWING NUMBER
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

CV I
r
C,
DESCRIPTIONS
REVISIONS
1 -PLAN
'Qrti /
SEAL
1111111111110,/ SEAL
N ... o tssio
„v�-- 4
L A T 1NQ
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
2 - SECTION
1 /4"=1'-0"
NOTES:
1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE
ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS.
2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION.
MECHANICAL EXISTING
JUNCTION BOX #1 PLAN AND SECTION
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY_
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
F
DATE:
-1114
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE M&C M4 FILE NUMBER
HORIZONTAL:
AS NOTED
VERTICAL:
NA
DRAWING NUMBER
AEI
STATUS: FINAL DESIGN REVISION
ft NOT FOR CONSTRUCTION

11'-4"
2.M5
0-
0
CD
Z
Cn
X
W
1
EXISTING JJJJJ JJJJJ
JJJJJ
JJJJJ
1 JUNCTION JJJ
BOX #2
EXISTING I
72" RCP 1
I I
� _ I
� 1 I
I
EXIST. 72"x72"
SLIDE GATE, TYP
I I
---I —J
1 EXISTING
1 72" RCP
I
EXISTING
CAST -IN-PLACE
MANHOLE RING AND
COVER
1- PLAN - JUNCTION BOX #2
tilo,
1/4"=V-0"
Rrti
5.M5
EXIST. 7
RCP
1 )1-1 n"
2 - SECTION - JUNCTION BOX #2
1/4"=V-0"
12" DIP VENT
ALUMINUM HATCH--\
8"
JLVI L VI\VV I I V IIV VLI\ 1 J
fy
Q
w
J
U
1 A „
8"
10'-0"
8"
0592-0046
DRAWN
ALUMINUM HANDRAIL
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
CAST -IN -P
MANHOLE F
AND COVER
PRECAST 11
JUNCTION E
ALUMINUM LADDER
EXISTING
GRADE
BBER BOOT, TYP.
EXISTING
EXISTING 66"
RCP
EXIST.
72"
RCP
I
INV EL
3.
INV.= 174.3
3 - SECTION
1/4"=V-0"
NOTES:
LACE
ING
)'X12'
OX
RADE
TOP EL=188.87,JlII,I I 1
JJJJJJJJJJ - -
JJJJJJJJJJ 1. EXISTING STRUCTURES, PIPING, EQUIPMENT AND APPURTENANCES ARE SHOWN ARE FOR REFERENCE
JJJJJJJJJJ
JJJJJ_
I
iii J_
I 1 1 I PRECAST 10'x20' 1/4" GALV. BIRD/INSECT
ONLY. CONTRCTOR SHALL VERIFY FIELD CONDITIONS.
1 EXIST. VENT, JJJ INLET STRUCTURE SCREEN CONNECTED WITH
jll:dJJEXISTING FLANGE RING 2. REPAIR EXISTING STRUCTURES. REFER TO PROJECT SPECIFICATIONS FOR DETAILED INFORMATION.
TYP. JJJJJJJ
1 JJJJ�JJJ SIPHON
JJJJJJJ y BOX #2 1'-0"
EXIST. I EXISTING GRADE EL 11
EXISTING
1
MANHOLE RING AND EXIST. 48"x 48" RUBBER BOOT,
1 COVER ALUM. DOUBLE EXISTING GRADE
1 EXISTING DOOR HATCH EL 180.0 TYP.
JJJJJ SIPHON CONCURRENT REVIEW APPROVAL
JJJJJ BOX #2
CONCRETE 1 2 1 — — — — CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
� 1/2" EXPANSION
I ENCASEMENT JOINT MATERIAL AT I I Plans for the proposed use have been reviewed for general
2'-0" FACE OF WALL I I compliance with applicable codes. This limited review, and
MAX I authorization for construction is not to be considered to represent
172"0 RCP total compliance with all legal requirements for development and
11 1/4' END — construction. The property owner, design consultants, and contractors
IT are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
w I INV EL=173.49I I nor shall it be construed to permit any violation of City, State or
- 1 Federal Law. All Construction must be in accordance with all Local,
J
1 36 0 1 INV EL 173.00 1 1 State, and Federal Rules and Regulations.
_14TRANSPORTATION SERVICES
I PUBLIC UTILITIES
o_ EL=171.50
STORMWATER
PLANNING ZONING
I+ 8" COMPACTED ABC FIRE
0
COMPACTED SUBGRADE URBAN FORESTRY
SITE ACCESSIBILITY
4 PLAN - SIPHON BOX #2
o, 1/4"=V-0"
�rti
SEAL
DESCRIP11ONS
LREVISIONSJ
5 - SECTION - SIPHON BOX #2
1/4"=V-0"
v
v
MCK M & C M E D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
hof R,44 CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
�O°��. °• ••" o SANITARY SEWER
y C IMPROVEMENTS
MECHANICAL EXISTING
JUNCTION BOX #2 &SIPHON BOX #2
PLANS AND SECTIONS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
000"T I
HORIZONTAL:
AS NOTED
VERTICAL:
NA
M&C FILE NUMBER
M5
DRAWING NUMBER
M5
>TATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

4'-0"
30'-0"
(CASING PIPE EXTENSION)
[ TYP. ]
E.O. C.I.P. REINF. CONC.
FTG. (REF. NOTE 5)
[ TYP. ]
30'-0"
3.S1
(TYP.)
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
i n' -n"
PIER & FTG.
i
E.O. C.I.P. REINF. CONC. FTG.
(TYP.)
E.O. C.I.P. REINF. CONC. PIER
(TYP.)
PIER & FTG.
1" CHAMFER ® ALL EXPOSED
VERT. & HORZ. SURFACES
(TYP. EA. PIER)
2 - DETAIL - TYP. PIER / FTG. PLAN
SCALE: 3/16"=1'-0"
SEAL
1 - PLAN - AERIAL SANITARY SEWER PIPE SUPPORTS
SCALE: 1/16"=l' -O"
,�l�l++l7llrlrllrr�
Y i
SEAL
024995
rfl°++1111111i1++�k1�n /, +I
C
I
c
;TL. ANCHOR BOLT (GALV'D)
JG PIPE [TYP.]
IER PIPE
PIPES & PIER
REINF. CONC. PIER (TYP.)
ID VVIUL �.S. STRAP / NEOPRENE
PAD ASSEMBLY (TYP.)
4 - DETAIL - TYP. CASING PIPE / PIER CONNECTION
SCALE: 1/4"=V-0"
v
v MCM4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
84"0 STL. CASING PIPE
(REF. NOTE 2) [GALV'D]
STL. CASING PIPE CLOSURE PL
ASSEMBLY
(TYP. EA. E.O. PIPE)
PIPE, PIER & FTG.
72"0 FRP CARRIER PIPE
(REF. NOTE 3)
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
N
rn
1
0
I
�n
0
I
N
-j 3..
J �
0 m
- -1d (TYF
TIE DWL. HOOKS TO
BTM. REINF. (TYP.)
AERIAL PIPE SUPPORTS PLAN NOTES:
1. REFERENCE ELEVATION FOR THE VARIOUS AERIAL PIPE SUPPORT ASSEMBLIES IS THE T.O. CONCRETE
FOOTING. THE PIPE SUPPORT ASSEMBLIES T.O. CONC. FTG. EL=0'-0". FIELD COORDINATE THE
EQUIVALENT VERTICAL DATUM/SUBGRADE ELEVATIONS BASED UPON T.O. CONC. FTG. ELEVATIONS
PROVIDED, PIPE SLOPE & PIPE SUPPORT PIER HEIGHT REQUIREMENTS. CORRESPONDING SUBGRADE
ELEVATIONS BASED UPON N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR ADDITIONAL INFORMATION.
2. STEEL CASING PIPE SECTION IS 84" OUTSIDE DIA. & �" THK. IN CONFORMANCE w/ ASTM A572, GRADE
42 STEEL (Fy = 42 KSI).
3. REFERENCE CIVIL DWG.'s & PROJECT SPECIFICATIONS FOR ADD'L FRP PIPE MATERIAL, FABRICATION &
INSTALLATION REQUIREMENTS.
4. COORDINATE SUBGRADE PREPARATION w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT.
FOOTING DIMENSIONS BASED UPON 1,000 PSF ALLOWABLE BEARING PRESSURE IN ACCORDANCE w/ THE
REQUIREMENTS OF THE PROJECT GEOTECH REPORT.
5. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL MATERIAL SPECIFICATIONS, FABRICATION &
INSTALLATION REQUIREMENTS.
PIER, PIPE & FTG. BELOW
84"0 STL. CASING PIPE
(CARRIER PIPE NOT SHOWN
FOR CLARITY)
(2) 3" WIDE x THK. S.S. STRAPS
w/ 2j" WIDE x4" THK. NEOPRENE
PADS ADHERED TO STRAP
PIPE
(2) #5 BENT BARS ASSEMBLIES STD. 90'
�(N.S. & F.S. PIER) HOOK
�Ktr. FLAN)
3 - SECTION - TYP. PIER / FTG.
SCALE: 1/4"=l' -O"
72" SANITARY SEWER
AERIAL PIPE SUPPORT
h
V-6" WIDE x J" THK NEOPRENE PAD
#8 DWL.'s w/ STD. 90' HOOKS SPA.
8" O.C. (N.S. & F.S. PIER)
T.O. CONC. FTG.
EL 0'-0" (VARIES)
EL 174.23' (MIN.)
EL 174.37' (MAX.)
[REF. PLAN]
#8 REINF. BARS SPA. @ 9" O.C.
EA. WAY (T&B)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
N
N
N
N
17
M
M
d
-t
-q-
C.I.P. REINF. CONC. N
C.I.P.
.. Ln
`. oo
`.
v r\
O
ra
PIER & FTG. PIPE +Icy
+Icy
+Icy
+I�_
+IC_
+Icy_
+Icy
+I0
O
SUPPT. ASSEMBLY
Z= O
00
Z= O
00
Z=
00
Z-
00
Z-
00
Z- N
00
Z= N
00
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E.O. C.I.P. REINF. CONC. FTG.
(TYP.)
E.O. C.I.P. REINF. CONC. PIER
(TYP.)
PIER & FTG.
1" CHAMFER ® ALL EXPOSED
VERT. & HORZ. SURFACES
(TYP. EA. PIER)
2 - DETAIL - TYP. PIER / FTG. PLAN
SCALE: 3/16"=1'-0"
SEAL
1 - PLAN - AERIAL SANITARY SEWER PIPE SUPPORTS
SCALE: 1/16"=l' -O"
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;TL. ANCHOR BOLT (GALV'D)
JG PIPE [TYP.]
IER PIPE
PIPES & PIER
REINF. CONC. PIER (TYP.)
ID VVIUL �.S. STRAP / NEOPRENE
PAD ASSEMBLY (TYP.)
4 - DETAIL - TYP. CASING PIPE / PIER CONNECTION
SCALE: 1/4"=V-0"
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
84"0 STL. CASING PIPE
(REF. NOTE 2) [GALV'D]
STL. CASING PIPE CLOSURE PL
ASSEMBLY
(TYP. EA. E.O. PIPE)
PIPE, PIER & FTG.
72"0 FRP CARRIER PIPE
(REF. NOTE 3)
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
N
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BTM. REINF. (TYP.)
AERIAL PIPE SUPPORTS PLAN NOTES:
1. REFERENCE ELEVATION FOR THE VARIOUS AERIAL PIPE SUPPORT ASSEMBLIES IS THE T.O. CONCRETE
FOOTING. THE PIPE SUPPORT ASSEMBLIES T.O. CONC. FTG. EL=0'-0". FIELD COORDINATE THE
EQUIVALENT VERTICAL DATUM/SUBGRADE ELEVATIONS BASED UPON T.O. CONC. FTG. ELEVATIONS
PROVIDED, PIPE SLOPE & PIPE SUPPORT PIER HEIGHT REQUIREMENTS. CORRESPONDING SUBGRADE
ELEVATIONS BASED UPON N.A.V.D.-88. REFERENCE CIVIL DWG.'s FOR ADDITIONAL INFORMATION.
2. STEEL CASING PIPE SECTION IS 84" OUTSIDE DIA. & �" THK. IN CONFORMANCE w/ ASTM A572, GRADE
42 STEEL (Fy = 42 KSI).
3. REFERENCE CIVIL DWG.'s & PROJECT SPECIFICATIONS FOR ADD'L FRP PIPE MATERIAL, FABRICATION &
INSTALLATION REQUIREMENTS.
4. COORDINATE SUBGRADE PREPARATION w/ THE REQUIREMENTS OF THE PROJECT GEOTECH REPORT.
FOOTING DIMENSIONS BASED UPON 1,000 PSF ALLOWABLE BEARING PRESSURE IN ACCORDANCE w/ THE
REQUIREMENTS OF THE PROJECT GEOTECH REPORT.
5. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL MATERIAL SPECIFICATIONS, FABRICATION &
INSTALLATION REQUIREMENTS.
PIER, PIPE & FTG. BELOW
84"0 STL. CASING PIPE
(CARRIER PIPE NOT SHOWN
FOR CLARITY)
(2) 3" WIDE x THK. S.S. STRAPS
w/ 2j" WIDE x4" THK. NEOPRENE
PADS ADHERED TO STRAP
PIPE
(2) #5 BENT BARS ASSEMBLIES STD. 90'
�(N.S. & F.S. PIER) HOOK
�Ktr. FLAN)
3 - SECTION - TYP. PIER / FTG.
SCALE: 1/4"=l' -O"
72" SANITARY SEWER
AERIAL PIPE SUPPORT
h
V-6" WIDE x J" THK NEOPRENE PAD
#8 DWL.'s w/ STD. 90' HOOKS SPA.
8" O.C. (N.S. & F.S. PIER)
T.O. CONC. FTG.
EL 0'-0" (VARIES)
EL 174.23' (MIN.)
EL 174.37' (MAX.)
[REF. PLAN]
#8 REINF. BARS SPA. @ 9" O.C.
EA. WAY (T&B)
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
AS NOTED
M&C FILE NUMBER
SC101
DRAWING NUMBER
S1
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

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TRAFFIC
1.
CONTROL GENERAL NOTES
BEGINNING OF WORK AND STREET CLOSINGS:
15. WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT SHALL NOT BE
0592-0046
THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE NC DEPARTMENT OF
PARKED IN SUCH A MANNER AS TO BLOCK THE MOTORISTS' VIEW OF TRAFFIC
DESIGNED
TRANSPORTATION, DIVISION 5, DISTRICT 1 AT 919-715-5778, AND THE CITY OF
SIGNS AND SIGNALS AND SHALL BE AT LEAST 10 FEET AWAY FROM THE TRAVEL
CLW, JSL
RALEIGH PUBLIC WORKS DEPARTMENT AT 919-996-3030 OF ANY WORK WHERE
LANE.
THE NUMBER OF TRAVEL LANES IS REDUCED FROM NORMAL CONDITIONS. THE
TC 1
CONTRACTOR SHALL INSTALL THE PROJECT ADVANCED WARNING SIGNS. THESE
16. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO
SIGNS SHALL BE IN PLACE FOR ONE WEEK BEFORE CONSTRUCTION ACTIVITY
DIRECTIONS MUST BE PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE
BEGINS. THE SIGNS SHALL BE REMOVED WITHIN SEVEN DAYS OF CLOSING THE
EFFECTIVELY USED FOR THIS PURPOSE DURING DAYLIGHT HOURS; REFLECTORIZED
CONSTRUCTION ENTRANCE.
DRUMS MUST BE USED AT NIGHT.
2.
CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMANENT SIGNING. ALL SIGNS
17. TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH CONES OR DRUMS
SHALL BE INSTALLED ON METAL `U" POSTS. ALL PERMANENT ROAD SIGNS
DURING NON -WORKING HOURS. CONTRACTOR MUST BE ON SITE OR CHANGE
SHALL BE TYPE `E"SIGNS WITH A BACKGROUND OF TYPE III SHEETING.
PAVEMENT MARKINGS APPROPRIATELY.
3.
CONTRACTOR TO ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO
18. THE CONTRACTOR DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POLICE
ALTERING ANY TRAFFIC PATTERN.
CONTROL WHEN REQUIRED. CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A
UNIFORMED OFFICER TO CONTROL TRAFFIC WHEN WORKING IN AND AROUND A
4.
RIGHT OF WAY USE PERMIT: THE OWNER WILL OBTAIN RIGHT OF WAY PERMIT(S)
SIGNALIZED INTERSECTION.
FROM NCDOT FOR APPROVAL TO WORK IN STREET RIGHT-OF-WAY(S) OF NORTH
CAROLINA, AND CITY OF RALEIGH WHERE APPLICABLE..
19. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO
CAUSE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC.
5.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR
NCDOT STANDARDS
20. WHEN PERSONAL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF
AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC
6.
ANY CONTRACTOR OR PROJECT MANAGER THAT IS WORKING ON A CITY PROJECT
CONTROL PLANS, ROADWAY STANDARD DRAWINGS OR AS DIRECTED BY THE
SHALL SUBMIT A NOTIFICATION TO THE RW OBSTRUCTION APPLICATION FOR
ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT
EMERGENCY/MAINTENANCE WORK PRIOR TO THE START OF THE WORK.
REMAIN WIHT THE CLOSED TRAVEL LANE.
7.
PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL
21. WHERE LANE CLOSURES ARE REQUIRED, REMOVE LANE CLOSURE DEVICES FROM
BE IN PLACE.
THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR
WHEN A LANE CLOSURE IS NO LONGER NEEDED.
8.
THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE
RIGHT-OF-WAY AND RESTORE IT TO PREVIOUS OR BETTER CONDITION.
22. DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 -FT OF THE EDGE
OF TRAVELWAY WHEN WORK IS BEING PERFORMED BEHIND A LANE CLOSURE ON
9.
THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO ADJACENT PROPERTIES AND
THE OPPOSITE SIDE OF THE TRAVELWAY.
RESTORE IT TO PREVIOUS OR BETTER CONDITION.
23. IN SITUATIONS NOT COVERED IN THIS DESIGN, THE PROTECTION OF THE WORKERS
10.
ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE VISUALLY IMPAIRED
ON SITE WILL DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH THE CITY
AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND
OF RALEIGH'S WORK AREA TRAFFIC CONTROL REQUIREMENTS.
ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO
BE COMPLAINT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES
24. THE CITY ENGINEER OR DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR
(PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON
THEIR REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
MAINTENANCE ACTIVITY WHICH IS NOT PROPERLY SIGNED OR BARRICADED AS
REQUIRED BY THIS STANDARD AND MUTCD UNTIL SUCH REQUIREMENTS ARE MET.
11.
TRAFFIC CONTROL PLAN: THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL
AS DESCRIBED HEREIN UNLESS THE CONTRACTOR SUBMITS AN ALTERNATE
25. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION
TRAFFIC CONTROL PLAN TO THE ENGINEER AND IT IS APPROVED BY THE
SITUATIONS. IT IS INTENDED ONLY TO BE USED AS A GUIDELINE. SPECIFIC
ENGINEER. THE ENGINEER MAY DIRECT THE CONTRACTOR TO MODIFY TRAFFIC
SITUATIONS MAY REQUIRE ENGINEERING JUDGEMENT IN THE PLACEMENT OF TRAFFIC
CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC OR PEDESTRIANS ARE NOT
CONTROL DEVICES BECAUSE OF LIMITED VERTICAL AND/OR HORIZONTAL SIGHT
MOVING SAFELY OR EFFICIENTLY.
DISTANCE. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR
12.
TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF
RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION
CONSTRUCTION OR MAINTENANCE OPERATIONS, AND SHALL BE REMOVED OR
MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES.
RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE. THE
CONTRACTOR DOING THE WORK SHALL PATROL THE WORK SITE AS REQUIRED TO
26. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE
ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND OPERATING AT
ARE USUALLY USED FOR SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC.
ALL TIMES.
ADVANCED WARNING SIGNS (CONSTRUCTION AHEAD) SHALL BE MOUNTED ON
U -POST PERMANENT TYPE MOUNTING 7 DAYS PRIOR TO BEGINNING CONSTRUCTION.
13.
ALL TRAFFIC CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED. THE
REFLECTIVE MATERIALS USED SHALL BE EQUAL OR BETTER THAN TYPE I, LEVEL A
27. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING RATED CAPACITY OF ALL
REFLECTIVE SHEETING.
EXISTING BRIDGES AND CULVERTS TO DETERMINE WEIGHT/AXLE LOADING
LIMITATIONS PRIOR TO USE.
14.
AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE
REQUIRED TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF
28. ALL TRAFFIC CONTROL SIGNS SHALL COMPLY WITH MUTCD STANDARDS AND SHALL
OBSTRUCTIONS AND HAZARDS.
BE ON U -POST WITH PERMANENT TYPE MOUNTING.
DESCRIP11ONS
C4, R�1���� SEAL
4 -
ref 4/�
OVERALL LOCATION MAP
SCALE: 1"=600'
LOCAL NOTES
1. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL
TIMES. COORDINATE CLOSURE AND TEMPORARY ACCESS ROUTES WITH
OWNER'S REPRESENTATIVE, EMERGENCY PERSONNEL, PROPERTY OWNER AND
TENANT, IF OTHER THAN PROPERTY OWNER.
2. CONTRACTOR IS RESPONSIBLE FOR RESTRICTING TRAFFIC AND PROVIDING
SAFE ACCESS TO BUSINESS AT ALL TIMES.
3. IF THE ROAD IS CLOSED THEN IT SHALL BE BLOCKED TO THRU TRAFFIC AT
ALL TIMES UNLESS OTHERWISE APPROVED BY OWNER/ENGINEER.
4. CONTRACTOR SHALL MAINTAIN TEMPORARY SIDEWALK FOR PEDESTRIAN
TRAFFIC. DRUMS, CONSTRUCTION SECURITY FENCE, AND CAUTION TAPE
SHALL BE UTILIZED TO SEPARATE THE EXCAVATION AREA FROM THE
SIDEWALK.
5. CONTRACTOR TO CONSTRUCT TEMPORARY EXTENSION OF MAYBROOK DRIVE
TO NEW HOPE ROAD PRIOR TO CLOSING OF MAYBROOK DRIVE.
6. CONTRACTOR TO DESIGNATE ON STREET PARKING AND PROVIDE TEMPORARY
GRAVEL AND GRANITE SCREENING SIDEWALKS WHEN CONSTRUCTION ZONE
PROHIBITS ACCESS TO LOCAL RESIDENCE. CITY OF RALEIGH TO NEGOTIATE
TEMPORARY EASEMENTS ON PRIVATE PROPERTY TO ALLOW TEMPORARY
SIDEWALK CONSTRUCTION.
PAVEMENT REPAIR NOTES
1. ALL RESIDENTIAL AND COMMERCIAL ACCESS STREETS TO BE USED DURING
CONSTRUCTION SHALL BE EVALUATED FOR EXISTING CONDITIONS AND
DOCUMENTED PRIOR TO USE.
2. ANY DAMAGE DUE TO CONSTRUCTION TRAFFIC AND EQUIPMENT USE ON
RESIDENTIAL STREETS SHALL BE REPAIRED PER NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CITY OF RALEIGH REQUIREMENTS.
3. CONTRACTOR SHALL REWORK ALL DAMAGED CURB & GUTTERS, SIDEWALK,
AND STREETS PER PLANS AND SPECIFICATIONS.
4. CONTRACTOR SHALL SAW -CUT, REMOVE AND REPLACE DAMAGED PAVEMENT
WITH PERMANENT ASPHALT PATCH TO MATCH EXISTING GRADE. SEE
DETAILS.
v
v MCRD,4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
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CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
.--
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WALNUT CREEK SOFTBALL \ \00
COMPLEX ` /
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SIGN LEGEND LEGEND
ROAD EXISTING ROAD/PAVEMENT
TRUCKS
ENTERING TEMPORARY CONSTRUCTION ENTRANCE
HIGHWAY CLOSED
CONSTRUCTION ACCESS ROUTE
R11-2 (60"00")
W14-12 (36"06")
EX. R/W LINE
AD ROAD CLOSED EX PROPERTY LINE
RO
CLOSED TO TEMPORARY CONSTRUCTION FENCE
AHEAD THRU TRAFFIC STATIONARY SIGN
R11-4 (60"x30") TYPE III BARRICADE
W20-3 (48"x48") EOG EDGE OF GRAVEL
DETOUR
M4-1OR (48"x18") CONCRETE WASHOUT AREA
ROAD
CLOSED
500 FT DETOUR
M4 -10L (48"x18")
W20-3 (48'°x48") NEXT LEFT
SP -4L (42"x12")
DETOUR NEXT RIGHT
AHEAD SP -4R (42"x12")
W20-2 (48"x48")
ROAD CLOSED
TO
THRU TRAFFIC
DFfOUR
TYPE III BARRICADE WITH R11-4 & M4 -10R
GREIWAYCLOSED
TO
THRU TRAFFIC
oerou►
TYPE III BARRICADE WITH GREENWAY CLOSURE SIGNAGE
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
VERTICAL:
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1"=600'
VERTICAL:
TC 1
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

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MH #1
STA: 1+72.53
RIM: 186.58
MH #2
STA: 4+93.78
RIM: 184.80 \
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C LIMITS OF
. WITHII'1 ♦ _MH 3
� ♦ STA: 9+43.74
S ♦ RIM: 185.10
EXISTING SANITARY SEWER EASEMENT
\ \
CONTRACTOR TO PROVIDE �
PROTECTION OF EXISTING SANITARY �♦
SEWER (TYP). ` . ♦ \
CONSTRUCTION STAGING IS RESTRICTED
TO THE AREA INSIDE OF THE LIMITS OF
DISTURBANCE.
TRUCKS / O
HOPKINS, RB
ENTERING 1820 BETHLEHEM RD
HIGHWAY KNIGHTDALE NC, 27545-9336 \� ,
37183-1732795222
W14-12 (36"x36") STONE RELIEF / CONSTRUCTION
OUTLET , STAGING
TRUCKS
ENTERING
G SANITARY SEWER EASEMENT
CONTRACTOR TO COORDINATE
ACCESS TO EXISTING GATE WITH
CORPUD. GATE SHALL BE CLOSED
AND LOCKED IMMEDIATELY
FOLLOWING USE.
STONE RELIEF OUTLET
HIGHWAY , ONCRETE WASHOUT
AREA
W14-12 (36"x36") �
WAKE COUNTY BOARD OF EDUCATION
FAMILITIES BLDG
1551 ROCK QUARRY RD
CONSTRUCTION RALEIGH NC, 27610
37183-1732696797
ACCESS \
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6 " -'h NOTE: SEE SHEET TC13 FOR
TRUCKS DETAILS ON SIGN PLACEMENT
ENTERING
HIGHWAY AND SPACING
TEMPORARY CONSTRUCTIO
ENTRANCE
W1 4-12 (36"xis")
yT / s
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TRUCKS
HIGHWAY
AFM POOLE
RD. (SR 1007` W14-12 (36"x36")
SEAL
WOODARD, LEAMON HEIRS
5133 GRASSHOPPER RD
RALEIGH NC 27610-9396
000852
00—E-1732780525
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MH #4
STA: 13+00.73
RIM: 185.35
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MH #5
STA: 18+36.02
RIM: 189.71
CONSTRUCTION STAGING IS RESTRICTE
TO THE AREA INSIDE OF THE LIMITS OF
DISTURBANCE. SEE SHEET C2 FOR
LIMITS OF DISTURBANCE AND EROSION 1
CONTROL REQUIREMENTS.
TEMPORARY CONSTRUCTION EASEMENT
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CONSTRUCTION ACCESS
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TEMPORARY CONSTRUCTION EASEMENT
(SEE SHEET C2 FOR PROPOSED
GRADING, LIMITS OF DISTURBANCE AND
EROSION CONTROL REQUIREMENTS.),*,
ALMUS JACKSON JEFFERYS JR
REVOCABLE TRUST ALMUS JACKSON
JEFFREYS JR TRUSTEE
6004 POOLE RD
RALEIGH NC 27610-4525
015350 1
02043
1732587444
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BARWELL ROAD CONSTRUCTION ACCESS
SCALE: 1"=100'
v
v MCM4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
x.
\ NOTE:
1. CONTRACTOR SHALL PROVIDE
PROTECTION OF EXISTING AND NEW
Ami'
SANITARY SEWER AGAINST DAMAGE «
4W FROM CONSTRUCTION ACTIVITY AND
LOADING ON THE BELOW GROUND
PIPINGt,_
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
NORTH PERMIT #
BARWELL ROAD CONSTRUCTION ACCESS
AND LAYDOWN /STAGING AREA
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
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MARTIN, CHARLES EUGENE MARTIN BUCK AIL P L.
BARBARA P 3105 HODGE RD
KNIGHTDALE NC 27545-8701
007200
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CREEL�CT.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
JEFFREYS, A J III JEFFREYS,
0592-0046
DRAWN
CHRISTY D
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ALMUS JACKSON JEFFERYS JR
5822 POOLE RD
CLW, JSL
REVOCABLE TRUST ALMUS JACKSON
RALEIGH NC 27610-4525
JEFFREYS JR TRUSTEE
006178
6004 POOLE RD
0040
RALEIGH NC 27610-4525
1 1732584766
015350
01039
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173280665
BARWELL ROAD CONSTRUCTION ACCESS
SCALE: 1"=100'
v
v MCM4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
x.
\ NOTE:
1. CONTRACTOR SHALL PROVIDE
PROTECTION OF EXISTING AND NEW
Ami'
SANITARY SEWER AGAINST DAMAGE «
4W FROM CONSTRUCTION ACTIVITY AND
LOADING ON THE BELOW GROUND
PIPINGt,_
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
NORTH PERMIT #
BARWELL ROAD CONSTRUCTION ACCESS
AND LAYDOWN /STAGING AREA
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
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MARTIN, CHARLES EUGENE MARTIN BUCK AIL P L.
BARBARA P 3105 HODGE RD
KNIGHTDALE NC 27545-8701
007200
�; 00610 "'
1 _ 1732592042�� I
e e
,
V �
,j
:•' lir
CREEL�CT.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=100'
VERTICAL:
TC2
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

F
`o
v
w
a
L0
N
0
N
N
N
0
�e !LAKE TROUT LN.
L AREq l
MH #8--j
STA: 27+80.78
RIM: 190.20
I III 'I'`I
V4 -10R 18"x18")
EMOVE EXISTING CURB,
GUTTER, AND SIDEWALK AND
- REPLACE FOLLOWING CLOSURE
OF DETOUR.
I
TEMPORARY 18' WIDE GRAVEL
DETOUR DURING CONSTRUCTION \
OF MH #8. \
-Tu
_ SS
18
EMOVE EXISTING CURB,
GUTTER, AND SIDEWALK AND
REPLACE FOLLOWING CLOSURE
OF DETOUR.
19
15
DE OUR
AH AD
r - -
W20-2 ( "x48")
NOTE: SEE SHEET 1
�, ` DETAILS ON SIGN P F\ r AND SPACING
`( WNW
LAKE TROUT LANE CROSSING
SCALE: 1"=40'
(SEE SHEET C3 FOR PLAN)
NORTH
DESCRIP11ONS
REMSIONS
VINTAGE ROAD CROSSING 2
SCALE: 1"=40'
(SEE SHEET C4 FOR PLAN)
r-000�
NORTH
W20-3 (48"x48")
06
SEAL
A�f���i
4 -
�:,��'• NCIN�Z�� •'�Az—
ref �/�
jf /�� LAT 111��
1,01,X -Ile
\4009 9?-.
:moi.• - _ y.�» `
SEE SHEET TC12 FOR DETOUR
ROUTE INFORMATION
/ I
/--ROAD CLOSED DURING TC 1 FOR DETOUR ROUTE INFORMATION.N SEE SHEET
W20-3 (48"x48")
1 /.SU Varsity Urive, Suite 5UU
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn Id
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
76
N
�f%A 1'1 f11 e%OMM MI 1131W/2 9+^KIQTMI If•TIf%ki
W20-3 (48"x48") \
82
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
LAKE TROUT LANE, TATTEN HOE
COURT, AND
VINTAGE ROAD CROSSING
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
\ \� O
O PP
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
NA
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
TC3
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

DESCRIP11ONS
REMSIONS
KOAU V-11IIIIIIIIIIIIN SED TEABROOK CT.
I� A EAD .No MR
(`7 SEE SHEET TC12 FOR
U W20-3 (8"x48") DETOUR ROUTE
F-- I INFORMATION.
LU I
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
91
51+00 52+00 >f,'17
MH #14J
STA: 50+79.74
RIM: 189.93
84
87
ROAD CLOSED DURING CONSTRUCTION.
RESIDENTS TO PARK ON STREET AND
CONTRACTOR TO PROVIDE TEMPORARY
GRAVEL AND GRANITE SCREENING
SIDEWALK AROUND CONSTRUCTION ZONE.
WILL POSSIBLY NEED ON BOTH SIDES UNTIL
ROAD IS REPAIRED. SEE SHEET TC11 FOR
DETOUR ROUTE INFORMATION.
TYPE III BARRICADE WITH —2
ALMUS JACKSON JEFFERYS JR
REVOCABLE TRUST ALMUS JACKSON
JEFFREYS JR TRUSTEE
6004 POOLE RD
RALEIGH NC 27610-4525
015350
02043
1732587444
53+00
3g L
92
SS
MH
\ s
\ M H #15
STA: 52+37.92
STOMAN, CLINTON R STROMAN, LONNIE R
5424 TRESTLEWOOD LN
RALEIGH NC, 27610-4568
008880
01898
1733205170
RIM: 192.04
\
t
Jh` `
55+00
/1
5q
ss \ 102 \
` \ \
SS
T
O P\ \ SS
Z
O P�
\ ,SU)
,� cn
R AD
SED
R11-2 (60"x30")
SP -4R (42"x12")
OAD
CLOSED \ \ \ m
\
AHEAD A
\ A n
\ W20-3 (4 "x48
\ \ 0
\ Z
\ 4
95 \ G)
\ m
k
O SEE SHEET TC11 FOR DETOUR
NOTE: SEE SHEET TC13 FOR �0 ROUTE INFORMATION
DETAILS ON SIGN PLACEMENT
AND SPACING
EAGLECHASE HOMEOWNERS ASSOCIATION
1713 MAYBROOK DR
RALEIGH NC, 27610-4547
015986
01384
1733204167
WRIGHT, GERALD L WRIGHT, DONNA
1709 MAYBROOK DR
RALEIGH NC, 27610-4547
013653
01937
1733205277
TEABROOK LN. & TRESTLEWOOD LN. CROSSING
SCALE: 1"=40'
SEAL
CA R�fAll/
414 MCKM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
BATTLE, CHRISTOPHER L
"IT
f BATTLE, PAULETTE
1716 MAYBROOK DR
RALEIGH NC, 27610-4564
009416
02386
1733203198
ROAD
CLOSED
R11-2 (60"x30") \
FITCH, JUDY B
NEXT LEFT 1712 NC, 27 1 DR
RALEIGH NC, 27610-4546
012699
SP -41- (42"x12") 02562
1733203226
W20-3 (48"x48")
"
NORTH
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
TEABROOK LN.
AND
TRESTLEWOOD LN. CROSSING
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON
M&C FILE NUMBER
SCALE
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
TC4
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

SP -4R (42"x1;7K
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
MH #19
STA: 69+75.86
RIM: 192.88
—MH #20
STA: 71 +47.21
IM: 197.23
72+00
c�S /
/SZ /
/
/ r
01/
1sa ,
SEAL
���11f f l i N!1/tr SEAL
.•`'��F�'`� . CA ROC' --*
.v�-- ¢ -
Zz
"I -C3
LAY1NQ'%
1,P) II
DCROSS CT.
MAYBROOK DRIVE
SCALE: 1"=40' 1
NORTH
I
DETAILS ON SIGN PLACEMENT
W20-3 (48"x48") M AND SPACING
EXT LEFT _C
3P -4L (42' x12") s
S'
EXT RIGHT
SP -4R (42"x12")
L'1
SP -4L (42"x12")
WITH
SS R11-2 Z
m
D 1
A
SS SS /
® I rn/1
Im
Z_ -R I _
z CLOSED
AHEAD cl
0 1=
LANE TO MAYBROOK DRIVE TEMPORARY 'e W20-3 (48"x48") I m
EXTENSION. SEE TC12 FOR DETOUR ROUTE
m
INFORMATION._ z NEXT LEFT
SS SS 0-
SSX 2P-41
OILr')
NEXT RIGHT
SP -4R (42"x12")
ROAD
CLOSED
AHEAD NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEME"
I AND SPACING
OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM `
STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2
DRIVEWAYS AT THE END OF THE DAY. PROVIDE ON -STREET /
PARKING AND TEMPORARY GRANITE SCREENING SIDEWALK
TO CONNECT ON -STREET PARKING OR EXISTING SIDEWALK Ili
TO DRIVEWAY OF EACH RESIDENCE THAT HAS A BLOCKED /
1s9 DRIVEWAY.
1j0
MAYBROOK DRIVE
SCALE: 1"=40'
NORTH
v
v MCK11\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
WHEN LOCKWOOD FOLLY LANE IS CLOSE
LOCAL RESIDENTS WILL NEED TO USE
DETOUR ROUTE TO POOLE ROAD VIA DRUM
INLET PLACE TO MAYBROOK DRIVE.
SEE SHEET TC12 FOR DETOUR ROUTE
INFORMATION.
191
MH #22
STARIM: 92.601
Nor
W20-3 (48"x48")
0
0 NEXT LEFT
1s.
SP -4L (42"02")
NEXT RIGHT
ZSP -4R (42"x12")
r—TYPE III
7g+00 �
ES
SS TYPE III BARRICADE
WITH R11-2
� S app
R
NOTE: SEE SHEET TC13 FOR CLOSED
DETAILS ON SIGN PLACEMENT AHEAD
AND SPACING SS
1>8
W20-3 (48"x48")
NEXT LEFT BRIGHTWELL LN.
SP -4L (42"x12')
NEXT RIGHT
SP -4R (42"x12")
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MAYBROOK DRIVE, FIELDCROSS CT.
NORTHPINES DR., DRUM INLET PL., PRONGHORN
LN., LOCKWOOD FOLLY LN., & BRIGHTWELL LN.
CON STR U CTI ON ACCESS AND
TRAFFIC CONTROL PLAN
IE WITH R11-2
WHEN BRIGHTWELL LANE IS CLOSED LOCAL
RESIDENTS WILL NEED TO USE ALTERNATE
ROUTE TO POOLE ROAD VIA PRONGHORN
LANE TO MAYBROOK DRIVE.
U /
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
J
EJB
NOTE: SEE SHEET TC13 FOR
Imo.
CHECKED
DETAILS ON SIGN PLACEMENT
PROJ. MGR.
ROAD
AND SPACING
VERTICAL:
CLOSED
TCV
J
AHEAD
I�/
AL RESIDENTS
Z
—CC
:W HOPE ROAD
(BROOK DRIVE
G
W20-3 (48"x48";
fETOUR ROUTE
INFORMATION.
NEXT LEFT
SP -4L (42"x12")
WITH
SS R11-2 Z
m
D 1
A
SS SS /
® I rn/1
Im
Z_ -R I _
z CLOSED
AHEAD cl
0 1=
LANE TO MAYBROOK DRIVE TEMPORARY 'e W20-3 (48"x48") I m
EXTENSION. SEE TC12 FOR DETOUR ROUTE
m
INFORMATION._ z NEXT LEFT
SS SS 0-
SSX 2P-41
OILr')
NEXT RIGHT
SP -4R (42"x12")
ROAD
CLOSED
AHEAD NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEME"
I AND SPACING
OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM `
STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2
DRIVEWAYS AT THE END OF THE DAY. PROVIDE ON -STREET /
PARKING AND TEMPORARY GRANITE SCREENING SIDEWALK
TO CONNECT ON -STREET PARKING OR EXISTING SIDEWALK Ili
TO DRIVEWAY OF EACH RESIDENCE THAT HAS A BLOCKED /
1s9 DRIVEWAY.
1j0
MAYBROOK DRIVE
SCALE: 1"=40'
NORTH
v
v MCK11\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
WHEN LOCKWOOD FOLLY LANE IS CLOSE
LOCAL RESIDENTS WILL NEED TO USE
DETOUR ROUTE TO POOLE ROAD VIA DRUM
INLET PLACE TO MAYBROOK DRIVE.
SEE SHEET TC12 FOR DETOUR ROUTE
INFORMATION.
191
MH #22
STARIM: 92.601
Nor
W20-3 (48"x48")
0
0 NEXT LEFT
1s.
SP -4L (42"02")
NEXT RIGHT
ZSP -4R (42"x12")
r—TYPE III
7g+00 �
ES
SS TYPE III BARRICADE
WITH R11-2
� S app
R
NOTE: SEE SHEET TC13 FOR CLOSED
DETAILS ON SIGN PLACEMENT AHEAD
AND SPACING SS
1>8
W20-3 (48"x48")
NEXT LEFT BRIGHTWELL LN.
SP -4L (42"x12')
NEXT RIGHT
SP -4R (42"x12")
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MAYBROOK DRIVE, FIELDCROSS CT.
NORTHPINES DR., DRUM INLET PL., PRONGHORN
LN., LOCKWOOD FOLLY LN., & BRIGHTWELL LN.
CON STR U CTI ON ACCESS AND
TRAFFIC CONTROL PLAN
IE WITH R11-2
WHEN BRIGHTWELL LANE IS CLOSED LOCAL
RESIDENTS WILL NEED TO USE ALTERNATE
ROUTE TO POOLE ROAD VIA PRONGHORN
LANE TO MAYBROOK DRIVE.
U /
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
VERTICAL:
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1 "= 40'
VERTICAL:
TCV
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

Y i ,
d VIOLET BLUFF CT. SHALL NOT BE CLOSED DURING
�� • �� CONSTRUCTION BECAUSE THIS ROAD HAS NO OUTLET.
PROVIDE FLAGGERS DURING CONSTRUCTION OPERATION
TO MAINTAIN TRAFFIC FLOW. CLEAR ROADWAY TO ALLOT
J 213 SAFE TRAFFIC FLOW AT THE END OF THE WORK DAY.
200 201 202 203 204 205 206 207
OLLING STREET CLOSURE FOR MAYBROOK DRIVE FROM
STATION 60+50 TO 84+00. DO NOT BLOCK MORE THAN 2
LO I J DRIVEWAYS Al THE END OF THE DAY. PROVIDE ON -
V STREET PARKING AND TEMPORARY GRANITE SCREENING
SIDEWALK TO CONNECT ON -STREET PARKING TO
MATCHLINE -SEE SHEET TC7
EXISTING SIDEWALK TO DRIVEWAY OF EACH RESIDENCE
W THAT HAS A BLOCKED DRIVEWAY.
W
= I 215 216 217 216 I 219 MH #23 /
LS MH #8 STA:83+22.88
C STA: 82+93.44 .01 P
1140/11, RIM: 201.21 RIM: 202.90 PP
MH �22A rLS IMH #9 / po .01 /
W III I I `STA: 81+25.55 I STA: 82+14.01 / '� is& / k i
LS M H #7 LP I LS M H #6 I—LS M H #5
STA: 81+25.51 STA: 82+14.01 STA: 82+93.44
RIM: 192.30 RIM: 195.98 RIM: 200.43 u °
220 221 222
2za WALNUT BLUFFS LANE SHALL NOT BE CLOSED DURING
CONSTRUCTION BECAUSE THIS ROAD HAS NO OUTLET.
Of 22s PROVIDE FLAGGERS DURING CONSTRUCTION OPERATION
23, / TO MAINTAIN TRAFFIC FLOW. CLEAR ROADWAY TO
ALLOW SAFE TRAFFIC FLOW AT THE END OF THE WORK /
DESCRIPTIONS
/ o
/ DAY.
/ OP� CBPP /
P7 /
232
I /
/
/
/
200' R/W /
DUKE NERGY TRANSMISSION R/W t
D131271, PG. 85 �_•R , lw�
TRUCKS
ENTERING
/ HIGHWAY
/
TOTAL OF 4 SIGN
SPACED @ 350' W14-12 (36"x36")
/
1`,���►�l t �A►��tr',,ff SEAL
.v�-- ¢ -
LAY 1N0
MAYBROOK DRIVE
SCALE: 1"=40'
Q
g!4� SCREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
/
ON
TRUCKS
ENTERING
HIGHWAY
W14-12 (36"x36")
OTAL OF 4 SIGNS
"PACED @ 350'
SEE SHEET TC11 FOR
DETOUR ROUTES ALONG
NEW HOPE ROAD.
MAYBROOK CROSSING DRIVE
CONSTRUCTION ACCESS.
46
Roo
colo
SS1N
GSR
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
• AND SPACING AIM
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MAYBROOK DRIVE
& MAYBROOK CROSSING DR.
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
wo
Z
M
�Cn
M
cn
Im
00
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY—
SITE ACCESSIBILITY
F
DATE:
-1114
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
TC6
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL'
DRAWING NUMBER
1 "= 40'
VERTICAL:
TC6
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

/
/ O PP
(.fl 100' TEMPORARY CONSTRUCTION
U / / ENTRANCE PER DETAILS
I- I Z / � /
MH #24
Lw I / i STA: 88+88.39
RIM: 198.51
U) SSF SS PF —
SSF SSFF s SSF F/7PF °F'°►
U-1 SSF SW °i ce—alar
U-1 I Z
/ '- °x
U 88+00 26
i 89+00 90+00
U-1 91+
Z z
—j TPF TP F
_L
UI
BROWN, ROBERT H
5609 POOLE RD RALEIGH
NC 27610-3124
00315
1722985086
002966
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
200'± TO NEXT INTERSECTION
i
zxz
DESC_.
REMSIONS
"\/X \\ jX
W20-333 (48"x48") /"
W14-12 (36"x36")
SEAL
CARO
Q�o�.ssr0,�f
ref 4/�
/NC
OWN, WILLIAM J JR
6 KELSO CT CARY
27511-6549
002966 00313
1722970983
NOTE: SEE SHEET TC13 FOR / R
DETAILS ON SIGN PLACEMENT
AND SPACING /
i 0 T a�
700'± TO NEXT INTERSECTION
i
BROWN, WILLIAM J JR
226 KELSO CT
CARY NC 27511-6549
013856
02383
1722779064
TYPE III BARRICADE WITH GREENWAY
226 KELSO , CA I m MH 9
/ CLOSURE SIGNAGE NC 27511-654
00313
17228747 EXISTING GRAVEL TRAILHEAD PARKIN S
00296, TO BE USED AS CONSTRUCTION STAGING. \
TEMPORARY 18' WIDE GRAVEL
CONSTRUCTION ACCESS FROM NEW
HOPE ROAD DURING CONSTRUCTION.
o
EXISTING 20' CITY OFRALEIGH E ° o
PP / SANITARY SEWER EASEMENT WALNUT CREEK GREENWAY AND CONNECTORS BLUFFS AT WALNUT CRE K
BROWN, ROBERT H
5609 POOLE RD RALEIGH
NC 27610-3124
00315
1722985086
002966
110901w -n-,: 7:7N7TRO O
NEW HOPE ROAD CONSTRUCTION ACCESS r4a\
SCALE: 1"=40' �
NORTH
v
v McICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
NEW HOPE ROAD
CONSTRUCTION ACCESS
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
TC7
NA
;TATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

GREENWAY CLOSURE -
NEW HOPE ROAD
SCALE: 1"=60'
L \
n
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
'S r
BROWN, WILLIAM J JR
226 KELSO CT CARY
NC 27511-6549
002966 00313
1722970983
CONSTRUCTION ACCESS FROM N
HOPE ROAD VIA MAYBROOK CROSSI
DRIVE. NO PEDESTRIAN ACCE
_- — ALLOWED TO CONNECT WITH WALE
CREEK GREENW
t
D
fi m
— R/W
LLQ ■■■■■
W MAYBROOK
CROSSING DR.
n n u m m
W
w ogo CONSTRUCTION 0 ACCESS R
Z
JANUARY 2016
I
FROM NEW HOPE ROAD
J
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
U
I-
Q
�I
m
x
—71
Z
M
r
Z
■
DESCRIP11ONS
INSTALL 100' TEMPORARY
CONSTRUCTION ENTRANCE
PER DETAILS
T.
CARO �1���� SEAL
.ss10
ZZ
ref 41 .......
jf/�IE11LA 111���
1d_x!
v
v McKlIV&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
R/W
GREENWAY WALNUT CREEK GREENWAY AND
CONNECTORS FROM NEW HOPE ROAD
CLOSED TO WALNUT CREEK SOFTBALL
AHEAD COMPLEX TO REMAIN CLOSED DURING
CONSTRUCTION OF SANITARY SEWER
PROJECT WHILE THE SEWER IS BEING
CONSTRUCTED FROM NEW HOPE
ROAD UNTIL PROJECT IS COMPLETED
AT THE SOFTBALL COMPLEX.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
V EXISTING 40' CITY OF RALEIGH
' SANITARY SEWER EASEMENT
' EXISTING 24' DIP SANITARY FORCEMAIN
(CONTRACTOR TO PROTECT)
1
-MH #1 (71)
STA: 1 +44.61
RIM: 201.19
r�
EXISTING 100' WIDE CITY
CONSTRUCTION STAGING
AND ACCESS
BROWN, WILLIAM J JR
GREENWAY CLOSURE -NEW HOPE RD.
CONSTRUCTION ACCESS &STAGING -
MAYBROOK CROSSING DR.
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
BROWN, WILLIAM J JR
226 KELSO CT CARY
NC 27511-6549
002966 00313
1722874774
MH #28
STA: 106+16.18
RIM: 196.24
NOTE:
1. CONTRACTOR SHALL PROVIDE
PROTECTION OF EXISTING AND NEW
SANITARY SEWER AGAINST DAMAGE
FROM CONSTRUCTION ACTIVITY AND
LOADING ON THE BELOW GROUND
PIPING
CONSTRUCTION ACCESS
AND STAGING -
MAYBROOK CROSSING DR.
SCALE: 1"=60'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
AS SHOWN
VERTICAL:
TC8
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

GREENWAY CONNECTOR
CLOSURES AT 1-440 / WALNUT
CREEK AMPHITHEATER
SCALE: 1"=40'
254
LOCKHART, ISRAEL 59
\ FAYSTON ST DORCHESTER MA
02121-1905 000931 00603
1723609076
..:....:. 1s _ O �.
MH #40
STA: 144+94.76
RIM: 205.14
JUNCTION BOX #3
STA: 149+94.05
RIM: 199.52
M H #42
STA: 150+29.03
RIM: 201.52
HABITAT FOR HUMANITY
DOWLING RIDGE
HOMEOWNERS ASSN
2420 N RALEIGH BLVD
RALEIGH NC
27604-2235 011948
02063 1723507787
SEAL
SEAL
A � 1 CA R�fAll/
.ss10
3, 9j
ref 41
EXISTING RIGHT OF WAY
EASEMENT
x�
1
WILSON, ANNIE 1616
BETHEL RD RALEIGH NC
27610-4410 001091
00013 1723605680
WALNUT CREEK GREENWAY AND CONNECTORS—
FROM NEW HOPE ROAD TO WALNUT CREEK
SOFTBALL COMPLEX TO REMAIN CLOSED DURING
CONSTRUCTION OF SANITARY SEWER PROJECT
WHILE THE SEWER IS BEING CONSTRUCTED
FROM NEW HOPE ROAD UNTIL PROJECT IS
COMPLETED AT THE SOFTBALL COMPLEX.
�G
TYPE III BARRICADE WITH
GREENWAY CLOSURE SIGNAGE
v
v MC1<19\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
PEDESTRIAN BRIDGE
TYPE III BARRICADE WITH
GREENWAY CLOSURE SIGNAGE
100
RALEIGH CITY OF PO
q BOX 590 RALEIGH NC
27602-0590004804
00218 1722581540
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
A � _
lv
TRIANGLE GREENWAYS COUNCIL
520 POLK ST
RALEIGH NC, 27604-1960
011757
00909
1723401388
TYPE III BARRICADE WITH
GREENWAY CLOSURE SIGNAGE
2So.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
GREENWAY CONNECTOR
CLOSURES AT I-440 /WALNUT
CREEK AMPHITHEATER
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
TC9
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
M&C FILE NUMBER
SCALE
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=40'
VERTICAL:
TC9
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

.Y
+ :
>�< MH #48—,,,
'r
STA: 1 +83.99
RIM: 200.50
'lx' A/
,• I
JUNCTION BOX #4
STA: 169+55.14
RIM: 202.54
SS
M H #46
STA:1 +00.00
RIM: 200.50
i 0
PROPOSED 60' SANITARY
/ SEWER EASEMENT
I
0
SS
pp-)
Rv
X 161' REUSE WATER NE
E
Rv
Rv
TYPE III BARRICADE WITH
GREENWAY CLOSURE SIGNAGE
�J
�J 0
0
WALNUT CREEK GREENWAY FROM NEW
HOPE ROAD TO WALNUT CREEK SOFTBALL
COMPEX TO REMAIN CLOSED DURING �"�
CONSTRUCTION OF SANITARY SEWER 0 0
PROJECT DURING THE TIME THE SEWER IS
BEING CONSTRUCTED FROM NEW HOPE SS
ROAD UNTIL PROJECT IS COMPLETED.
SSS EX. SANITARY SEWS
el INSTALL 100' TEMPORARY
0 ss -CONSTRUCTION
TRANCES PER DETAIL
0
■
1� CO ■ -
NST ■ - —__ .
RUCTI ■ — —
ON T •
PA RAFF ■
TTE IC •
RN
■
■
■
CONCRETE WASHOUT AREA
—M H #47
STA: 1 +35.13
RIM: 200.50
EXISTING PARKING AREA INSIDE
LIMITS OF DISTURBANCE TO BE
FENCED IN W/ CHAIN LINK FENCING
FOR CONSTRUCTION STAGING.
0 0 0
0 0
GRA VEL
PARKING
LOT
0\
-TEMPORARY CONSTRUCTION EASEMENT
(SEE SHEET C15 FOR BOUNDARY)
0 0
GRA VEL
PARKING
LOT
SEAL
0
SEAL
CAR�1I���
4 -
�:,��' •
........
•-...
0
c
`, C
C C �� FkT /NTFR j
c pN
SF Ti
wALNUT CREEK GREENwgY
0 0 } s5
ss XISTING PARKING TO REMAI
OPEN DURING CONSTRUCTION
TO PROVIDE PARK AND TRAIL
R USERS WITH ACCESS TO
WALNUT CREEK TRAIL AND
SOFTBALL COMPLEX.
00
0
CHAIN LINK GATES FOR
ACCESS RESTRICTION TO
CONSTRUCTION AREAS
NNy
TEMPORARY CONSTRUCTION
ACCESS ROUTE
WALNUT CREEK SOFTBALL COMPLEX CONSTRUCTION
STAGING AND ACCESS VIA SUNNYBROOK ROAD
SCALE: 1"=60'
v
v MCK9\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
100 YR FP
vC L RU
J C� TRUCKS
R(i ENTERING ��`
HIGHWAY
C Rv
C J\,
���, 4- 36"x36•')
o -
o
CITY OF RALEIGH WALNUT f
CREEK SOFTBALL
COMPLEX
1201 SUNNYBROOK RD,
RALEIGH NC, 27610
NORTH
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
100 YR FP
5�
Sp.
\ TRUCKS
ENTERING
HIGHWAY
R� w�
V414-1 36"x36'
• ONSTRUCTION INGRESS AND
EGRESS FROM SUNNYBROOK
ROAD VIA EXISTING ENTRANCE
' DRIVE.
NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
WALNUT CREEK SOFTBALL COMPLEX
CONSTRUCTION STAGING AND ACCESS
VIA SUNNYBROOK ROAD
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
NOTE:
1. CONTRACTOR SHALL PROVIDE
PROTECTION OF EXISTING AND NEW
SANITARY SEWER AGAINST DAMAGE
FROM CONSTRUCTION ACTIVITY AND
LOADING ON THE BELOW GROUND
PIPING.
2. WORK HOURS SHALL BE LIMITED
DURING SOFTBALL SEASON.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1 "=60'
VERTICAL:
TC 1 0
NA
STATUS: FINAL DESIGN REVISION
t_ NOT FOR CONSTRUCTION

I �\
OD DR. �� \
T ALSERW 0
MH #10 j� �� CLTSEI
STA: 35+45.67 DETOUR �O AH AC
RIM: 190.87 �� 0,
® � M4 -10R (48"x18»)
O• W20 -'S 48"
ToF � � DETOUR \
❑� \
o ® N� M4 -10R (48"x18") MH #13 6, 2
O STA: 45+89.43
RIM: 187.23 °
TATTEN OE CT. TYPE I
• A
80 0
.f o
_1
MH #11 4
STA: 0+00.00 MH #12 0
RIM: 188.94
L ° STA: 4+25.64
RIM: 189.47
1 . w
EX. DUKE POWER ENERGY
EASEMENT
/ NOTE: SEE SHEET TC13 FOR
DETAILS ON SIGN PLACEMENT
AND SPACING
OA
L SED O MH #16 ID
%RICADE WITH R11\2 STA: 56+94
RIM: 196.39
0,w
w
°
doO ° G F�o
MH #14
STA: 50+79.74
RIM: 189.93 <
'. �-9 " U G,1\.
G) z �O
, b
I I , �,
—M H #15
< STA: 52+37.92
`RIM: 192.04
Of ° R AD
v SED
E III BARPICADE WITH R11-2
NEXT RIGHT
I ` SP- R\ (42"x12")
�F Q�'4' '_1\11'
s,, m� HERE
ROAD N
0p CLOSED
TYPE III BARRICADE WITH R11-2
1
C�� r NEXT LEFT
SP -4L (42"x12")
FV
TALON RIDGE WY. _
- _ \,
Lij
°° I
S 01
v, O
7� W:0' >_
' r
a
4 M4 -10R (48"x18")
ter_
m L
0,
00
DETOUR 4
M4 10R (48"x`18")
®
01
3
„ N IST
40
.I-,
VINTAGE ROAD, TRESTLEWOOD LANE, & TEABROOK COURT CLOSURES - DETOUR ROUTES
SCALE: 1"=200'
L • A
1A CA R��'�i SEAL
Z�
4 -
LAI t�t��ki`
v
v McICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
L
Sia.-- � • ��Ra°•�i ,.. � ��
00.o� ,
M4 -10R
-4
CONTRACTOR TO INSTALL VARIABLE
ELECTRONIC MESSAGE BOARD TO
SAY "NEW HOPEROAD CLOSED FOR
CONSTRUCTION STARTING (ENTER DATE);
USE POOLE ROAD AND BARWELL
ROAD DETOUR" AT LEAST ONE WEEK
PRIOR TO CLOSURE TO NOTIFY PUBLIC.
1 1 Q -10 i
\ ROAD
CLOSED
AHEAD
\ W20-3 (48"x48")
M4 -10R (48%18")
NIXT RIGHT � ��`
SP -4R (42"x12")
NOTE: SEE SHEET TC13 FOR w14-10Lfi (48"x18") % ROAD
DETAILS ON SIGN PLACEMENT 1 CLOSED
AND SPACING
R11-2 (60"x30'
NIXT LEFT
SP -4L (42"x12"
ROAD
CLOSED LU
2,500 FT" I..
W20-3 (48 x48) I
1 1 n
NOTE: SEE SHEET TC13 FORkm�` �44
�I iso, �` ® 2 •
WN M4 -10L x1b
AND SPACING T;4
DETAILS ON SIGN PLACEMENT CLOSED
,It ,
j� SAY "NEW HOPE ROAD CLOSED FOR
CONSTRUCTION STARTING (ENTER DATE);
USE POOLE ROAD AND BARWELL
ROAD DETOUR" AT LEAST ONE WEEK
PRIOR TO CLOSURE TO NOTIFY PUBLIC.
k
I,
NEW HOPE ROAD CLOSURE DETOUR ROUTES r4o� SCALE: 1"=1000'
NORTH
�OFRA<t� CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��. °•'••r" o �� SANITARY SEWER
y caR IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
VINTAGE ROAD, TRESTLEWOOD LANE,
TEABROOK COURT AND NEW HOPE
ROAD CLOSURE DETOUR ROUTES
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
W20-3 (48"x48")
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
DETOUR ROUTE TABLE
ROAD CLOSURES
EJB
DETOUR
ROUTE #
STREET NAMES
VINTAGE RD. CLOSURE
PROJ. MGR.
5
>
2
POOLE > MAYBROOK > TRESTLEWOOD >> TEABROOK > TALSERWOOD > VINTAGE
1A > 1B
TALSERWOOD > TEABROOK >> TRESTLEWOOD > MAYBROOK/POOLE
TRESTLEWOOD LN. CLOSURE
3B
>
1B
TRESTLEWOOD >> MAYBROOK/POOLE
1B > 3A
MAYBROOK >> TRESTLEWOOD
TEABROOK CT. CLOSURE
2
>
5
TEABROOK > TALSERWOOD > VINTAGE >> POOLE > MAYBROOK
1B > 4 > 1A
TRESTLEWOOD > MAYBROOK >> POOLE > VINTAGE >> VINTAGE > TALSERWOOD > TEABROOK
NOTE: CONTRACTOR SHALL PLACE DETOUR
SIGNS IN PROPER LOCATIONS PER THE
MUTCD GUIDELINES FOR EACH DETOUR IN USE.
L • A
1A CA R��'�i SEAL
Z�
4 -
LAI t�t��ki`
v
v McICM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
L
Sia.-- � • ��Ra°•�i ,.. � ��
00.o� ,
M4 -10R
-4
CONTRACTOR TO INSTALL VARIABLE
ELECTRONIC MESSAGE BOARD TO
SAY "NEW HOPEROAD CLOSED FOR
CONSTRUCTION STARTING (ENTER DATE);
USE POOLE ROAD AND BARWELL
ROAD DETOUR" AT LEAST ONE WEEK
PRIOR TO CLOSURE TO NOTIFY PUBLIC.
1 1 Q -10 i
\ ROAD
CLOSED
AHEAD
\ W20-3 (48"x48")
M4 -10R (48%18")
NIXT RIGHT � ��`
SP -4R (42"x12")
NOTE: SEE SHEET TC13 FOR w14-10Lfi (48"x18") % ROAD
DETAILS ON SIGN PLACEMENT 1 CLOSED
AND SPACING
R11-2 (60"x30'
NIXT LEFT
SP -4L (42"x12"
ROAD
CLOSED LU
2,500 FT" I..
W20-3 (48 x48) I
1 1 n
NOTE: SEE SHEET TC13 FORkm�` �44
�I iso, �` ® 2 •
WN M4 -10L x1b
AND SPACING T;4
DETAILS ON SIGN PLACEMENT CLOSED
,It ,
j� SAY "NEW HOPE ROAD CLOSED FOR
CONSTRUCTION STARTING (ENTER DATE);
USE POOLE ROAD AND BARWELL
ROAD DETOUR" AT LEAST ONE WEEK
PRIOR TO CLOSURE TO NOTIFY PUBLIC.
k
I,
NEW HOPE ROAD CLOSURE DETOUR ROUTES r4o� SCALE: 1"=1000'
NORTH
�OFRA<t� CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��. °•'••r" o �� SANITARY SEWER
y caR IMPROVEMENTS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
VINTAGE ROAD, TRESTLEWOOD LANE,
TEABROOK COURT AND NEW HOPE
ROAD CLOSURE DETOUR ROUTES
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
W20-3 (48"x48")
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
VERTICAL:
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON
SCALE
M&C FILE NUMBER
TC1
HORIZONTAL:
DRAWING NUMBER
1"=40'
VERTICAL:
TC 1 1
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

O
4-10R (48"x18"y'
,o
X1802 1'A
M4 -10R (48"x18")
,
-� 00 /
.� M4 -10R (48"x18") ,
1 \ ,
�+
\ / TYPE III ARRICADE WITH R11-2 4
d
\A 4-10L 48 x18")
\ s 1a f
VIC
AN
a
,
r
M4 -10R (48"x18") t r
NI
90 DUKE POWER
' ENERGY EASEMENT
M4 -10L (48"x18") <_
I
000
HERITAGE MANOR DR,. \ \ \ 0
a
p w
Ljj
200 R/W5
p: a
DUKE ENERGY T ANSMISSION R/W I
DB127 PG. 85
CONTRACTOR TO INSTALL VARIABLE ELECTRONIC�e Ij
MESSAGE BOARD (HERE AND AT
MAYBROOK/POOLE) TO SAY "MAYBROOK DRIVE
., CLOSED SOUTH OF TRESTLEWOOD, HERITAGE,
MANOR DRIVE DETOUR AVAILABLE." AT LEAST ONE
' WEEK PRIOR TO CLOSURE TO NOTIFY PUBLIC. I ":
o -
aby ` 4
R
J
A
t
•E �
P
70
• �,. � � ®��� l�ti �,� OLD OGLE RD. _
-. M1
� �w
jAA
MAYBROOK DRIVE CLOSURE - DETOUR ROUTE
SCALE: 1"=200'
NORTH
LREVISIOA
v
v Mc K 1 U\4 & C M E D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
.A
I � a
O
LOCKWOOD FOLLY LN.
ZZP ;� 2q6
<S' �NGyO
O RN LN
Vv/Nkv,
�. , 00 O
s '
TO NEW HOPE ROAD
TO POOLE RD
iy
mss,.
tK
JJfG
t
Q � '
O
w
r
200' R W
DUKE ENERGY TRANSMISSION /W
DB1271, PG. 85
NORTH
HERITAGE MANOR DR
PRONGHORN LN., BRIGHTWELL LN., AND LOCKWOOD FOLLY LN. DETOUR ROUTE
SCALE: 1"=200'
of R,44 CITY OF RALEIGH-
PUBLIC
UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��. °• ••” o SANITARY SEWER
y C IMPROVEMENTS
DETOUR ROUTES
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
DETOUR
ROUTE TABLE
ROAD CLOSURES
DETOUR
ROUTE #
CHECKED
STREET NAMES
MAYBROOK ® DRUM INLET/PRONHORN
BRL
3
NEW HOPE > MAYBROOK > MAYBROOK
VERTICAL:
3
2B 4
NEW HOPE > MAYBROOK > MAYBROOK >> LOCKWOOD FOLLY > DRUM
>
>
INLET >> MAYBROOK
MAYBROOK BETWEEN DRUM
3
>
113 > 4
NEW HOPE > MAYBROOK > MAYBROOK >> BRIGHTWELL > MILROY >
INLET/PRONGHORN AND LOCKWOOD
PRONGHORN >>MAYBROOK
4
>
2A > 3
MAYBROOK >> DRUM INLET > LOCKWWOD FOLLY >> MAYBROOK >
FOLLY/BRIGHTWELL
MAYBROOK > NEW HOPE
4
1A 3
MAYBROOK >> PRONGHORN > MILROY > BRIGHTWELL >> MAYBROOK >
>
>
MAYBROOK > NEW HOPE
MAYBROOK ® LOCKWOOD
5
> 4
EVA MAE > WINWAY > NORTHPINES >> MAYBROOK
FOLLY/BRIGHTWELL AND BETWEEN
LOCKWOOD FOLLY/BRIGHTWELL AND
MAYBROOK DR.
4
> 5
MAYBROOK >> NORTHPINES > WINWAY > EVA MAE
NOTE: CONTRACTOR SHALL PLACE DETOUR SIGNS IN
PROPER LOCATIONS PER THE MUTCD GUIDELINES FOR EACH DETOUR IN USE.
NORTH
HERITAGE MANOR DR
PRONGHORN LN., BRIGHTWELL LN., AND LOCKWOOD FOLLY LN. DETOUR ROUTE
SCALE: 1"=200'
of R,44 CITY OF RALEIGH-
PUBLIC
UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°��. °• ••” o SANITARY SEWER
y C IMPROVEMENTS
DETOUR ROUTES
CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
AS
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON
M&C FILE NUMBER
SCALE
TC1
HORIZONTAL'
DRAWING NUMBER
AS
VERTICAL:
TC 1 12
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

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4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
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C/3
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ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
POSTS, 3LB STEEL U -CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE
ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
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500' 50 0'
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7- DO NOT BACK BRACE SIGN SUPPORTS.
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ED
IF THE EARRICADE IS STRUCK BY A VEHIOLE.
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tt 11 Bo0'
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1101.01
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120
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340 360 420 460
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56
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3- USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING.
260
320 309 A55 520,
4- SEE THE DEPARTMENT'S APPROVED PRODUCT LIST
650
715
AT https://apps.dot.state.nc.us/vendorlapprovedproducts.
5- REFER THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
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TAPER LENGTH CRITERIA FOR
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TYPES OF TAPERS
TAPER LENGTH
UPS71REAL TAPER
QUICK REFERENCE -. "L" 019TANCE TABLE
--I. TAPER ...............................................
1 WIx1NM
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.... Y;, 4 WIMIMM
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.. .....N L -
TWO MY TRAFFIC TAMA........ .. .. ..
... .. 460 IN FEET MAX.—
I} W"TREAM TAPER ..... ... . ......... ..
..... .. ...... 100 AEP' —1"
GENERAL NOTES
1- TABLE FDR 'L" DISTANCE IS BASED ON CHANNELILATION TAPER FORMULA FROM THE M.U.T.C.D,
WHERE:
SPEED LIMIT FORMULA
40 MPH DR LESS L16W= WN S`3
60
45 MPH OR GREATER LMIN W X S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN INH
2 "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNEL IZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
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206 1090
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11
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25
15
25
36
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65 65 75 BS
05
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115
125
30
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135
150
155
Too
35
25
45
65
115
105 125 145 165
165
205
225
245
40
30
55
50
110
135 100 275
240
270
245
320
45
45
90
13S
150
225 270 315 NO
405
450
445
540
50
50
100
150
200
250 300 350 440
450
500
550
690
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56
110
165
220
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550
605
559
60
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120
150
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340 360 420 460
540
600
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260
320 309 A55 520,
615
650
715
760
70
70
149
219
254 1
350 b2'G 409 569
539
TO4
774
540
GENERAL NOTES
1- TABLE FDR 'L" DISTANCE IS BASED ON CHANNELILATION TAPER FORMULA FROM THE M.U.T.C.D,
WHERE:
SPEED LIMIT FORMULA
40 MPH DR LESS L16W= WN S`3
60
45 MPH OR GREATER LMIN W X S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN INH
2 "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNEL IZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
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2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL,
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w
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3• ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
PRODUCTS LIST AT https:/lapps.dot.state.nc.us/vendorlapprovedproducts.
HEET 11OF11
AT https://apps.dot.state.nc.uslvendorlapprovedproducTs.
1110.021
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TYPE III BARRICADE TYPE III BARRICADE
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206 1090
65
36
EHO DF ROADMY APPLICATIONS
MAXIMUM (SEE NOTE 8)
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1- HORIZONTAL RAILS FOR MAY BE OCNSTRUCTED OF APPRGVED COMPOSITE, HOLLOW/CORRUGATED
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EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, OR OTHER NCDOT APPROVED MATERIAL.
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10- USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES.
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11- SEE THE DEPARTMENT'S APPROVED PRODUCTS LIST
AT https://apps.dot.state.nc.uslvendorlapprovedproducTs.
12- PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL
LETTER NUMBER ON BARRICADE FRAME.
13- PLACE SANDBAGS OR OTHER APPROVED BALLASTING METHODS ON THE FEET OF THE FRAME. DO NOT
PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAR. DO NOT BALLAST BARRICADES BY
HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE
IISHEET 1 OF1
SHEET 1 OF 1
11145.01
IF THE EARRICADE IS STRUCK BY A VEHIOLE.
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DESIGN
SPEED
(MPH)
MINIMUM SIGHT DISTANCE
STOPPIMS BIGHT DISTANCE PASSING SIGHT DISTANCE
(FfBT] 1PEfT)
MINIMUM
LONGITUDINAL
SUFFER SPACE
(FEET)
30
206 1090
65
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120
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GENERAL NOTES
1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2 -LANE, 2 -WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
IS PROVIDED.
4- USE Or MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT Or PAVEMENT MARKING
PASSING/NO-PASSING ZDNES FOR 2 -LANE, 2 -WAY ROADWAYS.
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v McKEW&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
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JANUARY 2016
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WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
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DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
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OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
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PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
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JANUARY 2016
SPACING
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DATE:
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MCE PROJ. #
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FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

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HARDWARE SUPPLIED BY THE MANUFACTUR€H OF THE BREAKAWAY SYSTEM.
d- TN57ALL U -CHANNEL BREAKAWAY SYSTEMS SD THE GROUND SUPPORT (STUB) IS INSTALLED ON
THE APPROACH SIDE OF TRAFFIC WHILE THE SIGN SUPPORT IS ATTACHEDf SPLICED BEHIND THE
GROUND SUPPORT
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
of R,4 CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
°•L...� �" o �� SANITARY SEWER
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(n TEMPORARY DETOUR (PLACE MARKERS ON 20' SPACING)- p
6- USE REVERSE TURN SIGNS (WI -3L OR WI -314) INSTEAD OF THE REVERSE CURVE SIGNS SHOWN IF
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ALONG THE CURVES WERE THERE IS INSUFFICIENT ADVANCE WARNING DISTANCE TO PLACE THE
SECOND SET.
LEGEND
7- USE ADVISORY SPEED PANELS (W13.1) IF THE DESIGN SPEED IS AT LEAST IOMPH LESS THAN THE F STATIONARY SIGN
POSTED SPEED LIMIT UNLESS A LOWER SPEED 15 DEEMED NECESSARY BY THE ENGINEER.
B- IF THE TANGENT D$STANCE AL ONC3 THE TEMPORARY DETOUR IS LESS THAN 600FT, INSTALL THE • DRUM
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2" GRANITE SCREENINGS
COMPACTED SUBGRADE
CM IATA I IZIAT A V
SIDEWALK NOTES:
1-SUBGRADE TO BE COMPACTED TO 95% FOR MAXIMUM DENSITY AS PER ASTM D1557.
TEMPORARY SIDEWALK SECTION
NTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
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1- POSTS SHALL BE 21'g" X 21t" E2 GAUGE STEEL.
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HEET 3 OF/'►3
SHEET 3 OI 3
1 1 1 .O 1
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CONSTRUCTION ACCESS AND
TRAFFIC CONTROL PLAN
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
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M&C FILE NUMBER
TC1
DRAWING NUMBER
TC 14
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

FINISHED GRADE
FINAL UNDISTURBED SOIL
BACKFILL
HAUNCHING
0'-20' OF COVER
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20'-40' OF COVER ' SPRING LINE
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CENTER OF PIPE
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67 STONE /MINIMUM SIDE
WHEN ROCK IS 12" O.D. OF PIPE 12" CLEARANCE
ENCOUNTERED L24LO.D. OF PIPE 24" MAXIMUM SIDE
OR UNDERCUT CLEARANCE
IS REQUIRED
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN INITIAL BACKFILL AND NONE 6"
OR LARGER IN FINAL BACKFILL.
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL OR SELECT FILL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL
SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.
7. EMBEDMENT ZONE INCLUDES BEDDING BELOW PIPE TO 6" ABOVE TOP OF PIPE.
SS -1 - TRENCH BOTTOM AND BACKFILL DETAIL
FOR DUCTILE IRON AND CONCRETE PIPE
(SANITARY SEWER)
N.T.S
e n � . JOINT OF PIPE) a °
z
-1 I =I 1 I 1=Iii-'' - - -' 11- 1/2 0. D.
3000 PSI O.D. of PIPE + 2'-0" �l
MASONRY BLOCK/BRICK CONCRETE
TO SUPPORT PIPE UNTIL ENCASEMENT MASONRY BLOCK/BRICK UNDISTURBE
CONC. IS SET (MIN. 3 TO SUPPORT PIPE UNTIL SOIL (TYP.)
PER JOINT OF PIPE) CONC. IS SET (MIN. 3
LONGITUDINAL SECTION PER JOINT OF PIPE)
NOTES: TRANSVERSE SECTION
1. CONCRETE TO BE 3,000 PSI.
2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS.
3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE
AND GRADE WILL BE MAINTAINED DURING PLACEMENT OF
CONCRETE ENCASING TO AVOID FLOATATION OR
DISPLACEMENT ISSUES.
SS -5.2 - CONCRETE ENCASEMENT DETAIL AT
STREAM CROSSING
N.T.S
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
FINISHED GRADE
FINAL
BACKFILL /
UNDISTURBED SOIL
6 CLASS I, II,
OR III MATERIAL
INITIAL 6" STONE COVER
BACKFILL
GEOTEXTILE FABRIC (SEE NOTE 10)
SPRING LINE V,#67 STONE
HAUNCHING PIPE GRADE
I
6" BEDDING
TAMP WELL O.D. 0 PIPE MINIMUM SIDE
UNDER BOTTOM CLEARANCE
HALF OF PIPE
0.75 X O.D. 0.75 X O.D.
N OTES:
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 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6"
OR LARGER IN FINAL BACKFILL.
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5XO.D. OF PIPE.
6. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL
SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.
7. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.
8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE PIPE
FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING.
9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE
JOINED.
10. STONE BEDDING SHALL BE FULLY ENCLOSED IN A GEOFABRIC WRAP EXCEPT WHERE EMBEDMENT ZONE
IS SURROUNDED BY TRENCH WALLS COMPRISED OF HARD ROCK. EMBEDMENT ZONE INCLUDES BEDDING
BELOW PIPE TO 6" ABOVE TOP OF PIPE.
SS -2 - TYPICAL TRENCH BOTTOM AND BACKFILL
DETAIL FOR FIBERGLASS REINFORCED PIPE
(SANITARY SEWER)
N.T.S
4" HOT DIPPED GALV. VENT PIPE IF
42" OR LESS
REQUIRED (PER PLANS) HEIGHT VARIES
FLAT -TOP PRECAST
(SEE VENT INSTALLATION AND SUPPORT
SECTION
DETAILS SS -16 AND SS -17)
CITY OF RALEIGH
CITY OF RALEIGH -\
72"
o
I
MIN. 2' ABOVE 100 -YR
AND COVER
°
CV
30" - 36"
PRECAST CONCRETE
12" 12"'
+
INITIAL RISER SECTIONS.
INTERIOR COATING
MrN' PIPE MIN.
1'-9"
6"
MASONRY
a
SIZE
BLOCK/BRICK TO
DIAMETER
IL
SUPPORT PIPE
a a
o
UNTIL CONC. IS
SET (MIN. 3 PER
-
6
e n � . JOINT OF PIPE) a °
z
-1 I =I 1 I 1=Iii-'' - - -' 11- 1/2 0. D.
3000 PSI O.D. of PIPE + 2'-0" �l
MASONRY BLOCK/BRICK CONCRETE
TO SUPPORT PIPE UNTIL ENCASEMENT MASONRY BLOCK/BRICK UNDISTURBE
CONC. IS SET (MIN. 3 TO SUPPORT PIPE UNTIL SOIL (TYP.)
PER JOINT OF PIPE) CONC. IS SET (MIN. 3
LONGITUDINAL SECTION PER JOINT OF PIPE)
NOTES: TRANSVERSE SECTION
1. CONCRETE TO BE 3,000 PSI.
2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS.
3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE
AND GRADE WILL BE MAINTAINED DURING PLACEMENT OF
CONCRETE ENCASING TO AVOID FLOATATION OR
DISPLACEMENT ISSUES.
SS -5.2 - CONCRETE ENCASEMENT DETAIL AT
STREAM CROSSING
N.T.S
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
FINISHED GRADE
FINAL
BACKFILL /
UNDISTURBED SOIL
6 CLASS I, II,
OR III MATERIAL
INITIAL 6" STONE COVER
BACKFILL
GEOTEXTILE FABRIC (SEE NOTE 10)
SPRING LINE V,#67 STONE
HAUNCHING PIPE GRADE
I
6" BEDDING
TAMP WELL O.D. 0 PIPE MINIMUM SIDE
UNDER BOTTOM CLEARANCE
HALF OF PIPE
0.75 X O.D. 0.75 X O.D.
N OTES:
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 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE 6"
OR LARGER IN FINAL BACKFILL.
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5XO.D. OF PIPE.
6. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL
SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.
7. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.
8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER THE PIPE
FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING.
9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES ARE
JOINED.
10. STONE BEDDING SHALL BE FULLY ENCLOSED IN A GEOFABRIC WRAP EXCEPT WHERE EMBEDMENT ZONE
IS SURROUNDED BY TRENCH WALLS COMPRISED OF HARD ROCK. EMBEDMENT ZONE INCLUDES BEDDING
BELOW PIPE TO 6" ABOVE TOP OF PIPE.
SS -2 - TYPICAL TRENCH BOTTOM AND BACKFILL
DETAIL FOR FIBERGLASS REINFORCED PIPE
(SANITARY SEWER)
N.T.S
PIPE PENETRATIONS SHALL BE
/��� BOOTED OR SEALED w/NON-SHRINK
GROUT (TYP.)
D.I.P. TO
UNDISTURBED
SLIP RESISTANT STEPS. GROUND (10' MIN.).
SEE DETAIL SS -15
MJ X MJ
XMJTEE
16"10.C. STAINLESS STEEL STRAP ON
SEE RISER SEALING �� OFFSET BRACKET, DROPS 4'
DETAIL SS -7 •' MAX. SPACING.
------OUTSIDE DROP CONNECTION
(WHERE REQUIRED)
�6" TYP. AROUND PIPE
I I
90' MJ X MJ BEND
I I -
PRECAST \� \�
T -STYLE BASE �� j�/�\��' CONCRETE ENCASEMENT
COMPACTED BACKFILL
OPENING AS REQUIRED FOR
PIPE. RUBBER BOOT
CONNECTIONS SHALL BE
9" . MIN, STONEUSED.
TYPICAL INSTALLATION DETAIL
SS -6 - PRECAST SANITARY SEWER MANHOLE
(T -STYLE) DETAIL
N.T.S.
SEAL
UTILITY LINE
(0 VARIES)
FINAL
BACKFILL S-6" MIN. OR
N GREATER IF
REQUIRED
OTHERWISE
INITIAL
BACKFILL
P C
#57 STONE TO PI E
6" MIN. 57
SPRINGLINE 1 #
1
"
ONE IF
UNDERCUT IS
12 MIN. PIPE 12 MIN REQUIRED
24" MAX. O.D. 24" MAX
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 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL
BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL.
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN
NON -TRAFFIC AREAS.
5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL.
SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION
REQUIREMENTS IN FINAL BACKFILL.
6. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6"
OF STONE OVER THE FRP PIPE FOLLOWING EXTRACTION OF TRENCH BOX
AND/OR SHEETING.
7. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED
WHEN TWO PIPES ARE JOINED.
SS -3 - TYPICAL TRENCH BOTTOM AND
BACKFILL DETAIL FOR PVC
N.T.S
NOTE:
SANITARY SEWER SERVICES AND LOCAL SEWER LINES
SHALL BE EXTENDED AND CONNECTED TO NEW
MANHOLES AT A GRADE THAT AVOIDS PENETRATING
THE NEW STRUCTURE WITHIN 7" OF ANY JOINT
BETWEEN PRECAST SECTIONS.
PIPE DIA.
(INTERCEPTOR PIPE)
4" HOT DIPPED GALV. VENT PIPE IF
42" OR LESS
REQUIRED (PER PLANS) HEIGHT VARIES
FLAT -TOP PRECAST
(SEE VENT INSTALLATION AND SUPPORT
SECTION
DETAILS SS -16 AND SS -17)
CITY OF RALEIGH
CITY OF RALEIGH -\
72"
CAST IRON FRAME
MIN. 2' ABOVE 100 -YR
AND COVER
BASE FLOOD ELEVATION
1/2"
30" - 36"
PRECAST CONCRETE
1'-7"
4"
INITIAL RISER SECTIONS.
INTERIOR COATING
1'-8"
1'-9"
6"
SEE TABLE 1 FOR INSIDE
PER TECHNICAL
DIAMETER
SPECIFICATIONS
PIPE PENETRATIONS SHALL BE
/��� BOOTED OR SEALED w/NON-SHRINK
GROUT (TYP.)
D.I.P. TO
UNDISTURBED
SLIP RESISTANT STEPS. GROUND (10' MIN.).
SEE DETAIL SS -15
MJ X MJ
XMJTEE
16"10.C. STAINLESS STEEL STRAP ON
SEE RISER SEALING �� OFFSET BRACKET, DROPS 4'
DETAIL SS -7 •' MAX. SPACING.
------OUTSIDE DROP CONNECTION
(WHERE REQUIRED)
�6" TYP. AROUND PIPE
I I
90' MJ X MJ BEND
I I -
PRECAST \� \�
T -STYLE BASE �� j�/�\��' CONCRETE ENCASEMENT
COMPACTED BACKFILL
OPENING AS REQUIRED FOR
PIPE. RUBBER BOOT
CONNECTIONS SHALL BE
9" . MIN, STONEUSED.
TYPICAL INSTALLATION DETAIL
SS -6 - PRECAST SANITARY SEWER MANHOLE
(T -STYLE) DETAIL
N.T.S.
SEAL
UTILITY LINE
(0 VARIES)
FINAL
BACKFILL S-6" MIN. OR
N GREATER IF
REQUIRED
OTHERWISE
INITIAL
BACKFILL
P C
#57 STONE TO PI E
6" MIN. 57
SPRINGLINE 1 #
1
"
ONE IF
UNDERCUT IS
12 MIN. PIPE 12 MIN REQUIRED
24" MAX. O.D. 24" MAX
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 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL
BACKFILL AND NONE 6" OR LARGER IN FINAL BACKFILL.
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN
NON -TRAFFIC AREAS.
5. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL.
SEE TECHNICAL SPECIFICATION SECTION 02315 FOR COMPACTION
REQUIREMENTS IN FINAL BACKFILL.
6. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6"
OF STONE OVER THE FRP PIPE FOLLOWING EXTRACTION OF TRENCH BOX
AND/OR SHEETING.
7. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED
WHEN TWO PIPES ARE JOINED.
SS -3 - TYPICAL TRENCH BOTTOM AND
BACKFILL DETAIL FOR PVC
N.T.S
NOTE:
SANITARY SEWER SERVICES AND LOCAL SEWER LINES
SHALL BE EXTENDED AND CONNECTED TO NEW
MANHOLES AT A GRADE THAT AVOIDS PENETRATING
THE NEW STRUCTURE WITHIN 7" OF ANY JOINT
BETWEEN PRECAST SECTIONS.
PIPE DIA.
(INTERCEPTOR PIPE)
INITIAL
RISER SECTION
INSIDE DIA. (MIN.)
42" OR LESS
48"
48"
60"
54"
60"
60"
72"
72"
84"
TABLE 1
v
v MCRD,4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
VOTE:
1. INSIDE DROPS
SHALL BE MADE
THROUGH RISER
SECTION. OUTSIDE
DROPS SHALL BE
MADE THROUGH
RISER OF DIAMETER
SHOWN IN TABLE 1.
12»
IIN plpE
�) O D iM/2"
N.;
X
N <
12" PIPE 12"
(MIN.) O.D. (MIN.)
12" PIPE 12"
(MIN.) O.D. (MIN.)
EX. UTILITY LINE
CONC. ENCASEMENT
(3000 P.S.I. CONC.)
g
w�
w�
�o
g
SEWER LINE
1" THICK CONPRESSIBLE
JOINT FILLER MATERIAL
EXISTING UTILITY LINE
CONCRETE ENCASEMENT
(3000 P.S.I. CONCRETE)
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
STOP CONCRETE AT
PIPE CENTERLINE
SEWER LINE
EXISTING UTILITY LINE
STOP CONCRETE AT
PIPE CENTERLINE
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
CONCRETE ENCASEMENT
(3000 P.S.I. CONCRETE)
SEWER LINE
SS -4 - CONCRETE ENCASEMENT
DETAIL AT UTILITY LINE CROSSING
N.T.S
EXTERIOR JOINT-
WRAP
OINT
WRAP
MANHOLE RISER
(INSIDE FACE)
INTERIOR COATING
PER TECHNICAL
SPECIFICATIONS
JOINT SEALER
MANHOLE RISER
(INSIDE FACE)
NOTES:
1. JOINT SEALER SHALL BE APPLIED IN TWO (2) CONTINUOUS
RINGS AROUND JOINT AS SHOWN
2. EXTERIOR JOINT WRAP SHALL BE APPLIED ON BURIED JOINTS
ONLY.
3. TEST MANHOLES AS REQUIRED BY SPECIFICATIONS.
SS -7 - MANHOLE RISER SEALING DETAIL
N.T.S
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
FIBER MAT TO BE PLACED
ON STREAM BANK.
QUANTITY AND SIZE
PER PLANS
W W W
W W W W L
CONCRETE ENCASEMENT TO EXTEND
FROM TOP OF STREAM BANK TO TOP
OF STREAM BANK OR FURTHER IF
INDICATED ON THE PIPE PROFILE
SHEET (SEE DETAIL SS -5.2)
WA>�
R
� F�E�A�oN
W
\SHALL
W W W
"B"
C.
'D'
CLEARANCE FROM
1 -4
STREAM BED TO
MAE
TOP OF ENCASEMENT
15,
BE:
1'-7"
A MINIMUM OF 1'-0"
NOTES:
1. CONCRETE TO BE 3,000 PSI.
2. ENCASEMENT TO BE USED ONLY WHERE SPECIFIED ON PLANS.
3. CONTRACTOR SHALL SUBMIT A PLAN INDICATING HOW LINE AND
GRADE WILL BE MAINTAINED DURING PLACEMENT OF CONCRETE
ENCASING TO AVOID FLOATATION OR DISPLACEMENT ISSUES.
4. MEASURES SHALL BE TAKEN TO PREVENT DIRECT CONTACT
BETWEEN STREAM WATER AND UNCURED OR CURING CONCRETE.
SS -5.1- CONCRETE ENCASEMENT DETAIL AT
STREAM CROSSING
N.T.S
THRUST COLLAR_ I �C"
U
UNDISTURBED SOIL
3 MIN. "Y" BA
CLEARANCE
REINFORCING REQUIREMENTS
D
3" MIN.
CLEARANCE
I.D. PIPE REBAR SIZE "X" BAR LENGTH 'X' BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHT NO. REQUIRED
6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X-24, Y-12
48" & greater #6 3'-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 LBS. EACH X-24, Y-12
THRUST COLLAR AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
C.
'D'
6" - 16"
1 -4
1 -7
MAE
3/8-
20" - 24"
1'-4'
1'-7"
3"
1/2"
30" - 36"
1'-4"
1'-7"
4"
5/8-
48" & greater
1'-8"
1'-9"
6"
7/8"
THRUST COLLAR_ I �C"
U
UNDISTURBED SOIL
3 MIN. "Y" BA
CLEARANCE
REINFORCING REQUIREMENTS
D
3" MIN.
CLEARANCE
I.D. PIPE REBAR SIZE "X" BAR LENGTH 'X' BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHT NO. REQUIRED
6" - 36" #5 2'-2"+ O.D. PIPE 1.043 LBS/FT 1'-1" 1.1 LBS. EACH X-24, Y-12
48" & greater #6 3'-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.9 LBS. EACH X-24, Y-12
THRUST COLLAR AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
C.
'D'
6" - 16"
1 -4
1 -7
2"
3/8-
20" - 24"
1'-4'
1'-7"
3"
1/2"
30" - 36"
1'-4"
1'-7"
4"
5/8-
48" & greater
1'-8"
1'-9"
6"
7/8"
NOTES:
1. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
2. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
3. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION SHALL BE THE
MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.
4. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL W-3.
5. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES ALONG BOTH EDGES OF
COLLAR AROUND CIRCUMFERENCE.
SS -8 - THRUST COLLAR DETAIL
N.T.S
SANITARY SEWER DETAILS
1 OF 4
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 501
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
D1
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

CITY OF RALEIGH
CAST IRON FRAME CONCRETE GRADE
RINGS CITY OF RALEIGH
AND COVER ONLY FOR ADJUSTMENT OF CAST IRON FRAME
FAND
FINISHED GRADE FLUSH MANHOLES.
COVER
PER If
N a
ACCORDANCE WITH APPLICABLE
5'-6"
PLANS
2.
MINIMUM WALL THICKNESS FOR
o
MANHOLES SHALL BE 1/12 INSIDE
I)
16
0.C.
EIGHT FOOT DIAMETER AND
N
LARGER MANHOLES MUST BE
SUBMITTED FOR APPROVAL TO
w'-
HEIGHT OF RISER
4.
OUTSIDE DROPS SHALL NOT
ci
�
AND CONE
5.
STEPS AND COMMON STRAIGHT
4" PRECAST MANHOLE
O
SHOULDER OF INVERT.
Z
SECTION VARIES
IN.---
-4' M%
AND PLAIN END STEEL WALL PIPE
RISER
�O
JO/NT
(PLUMB) WITH BOLT HOLES IN
NOTES:
SEALING\
LINES. PIPE TO BE COATED PER
VENT PIPE SPECIFICATIONS.
7.
1. MANHOLE TO CONFORM WITH ASTM
DETAIL
`STEPS (ON
cn
COMPATIBLE (COATED) FLANGE
C478 EXCEPT AS MODIFIED BELOW.
SS -7
STRAIGHT WALL)
W
2. MANHOLE BASE TO BE REINFORCED
SEE DETAIL SS -16 FOR SUPPORT
REQUIREMENTS.
WITH A MINIMUM AREA OF 0.20 SQ.
THIS DETAIL SHALL BE
STRAIGHT WALL
CONSIDERED A RECOMMENDED
IN. PER LINEAL FOOT EACH WAY.
-OF M.H. TO BE
SUBMITTED FOR APPROVAL.
WALL REINFORCING TO BE MINIMUM
PENETRATING LIFTING HOLES
LOCATED OVER
SHALL BE PLUGGED WITH
OF 0.12 SQ. IN. PER LINEAL FOOT.
INFLUENT PIPE
EITHER TONGUE OR GROOVE SHALL
2
(4'0 M.H.)
HAVE REINFORCING EQUAL IN AREA
- 4'-0", 5'-0"-
TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH
-0"
Q
ASTM C443.
4. STEPS TO BE STEEL REINFORCED
COMPOSITE PLASTIC PER CITY
°
STANDARDS.
5. ALL PIPE OPENINGS TO BE NO
TONE
GREATER THAN 3" LARGER THAN
FOR 8" AND 10" PIPE,
OUTSIDE DIAMETER OF PIPE AND
INVERTS ARE TO BE 3/4"
ADDITIONALLY REINFORCED WITH A
PIPE OD AT TROUGH, FLEXIBLE MANHOLE
MINIMUM OF 0.20 SQ. IN. OF STEEL
FOR 12" AND LARGER BOOT CAST IN BASE
AT 90 DEGREES. (ADDITOINAL
PIPE, PROVIDE FULL OR INSTALLED IN
REINFORCING NOT REQUIRED FOR
INVERT AS SHOWN. THE CORED HOLE WITH
CORED OPENINGS)
SHELF SHALL SLOPE 2" STAINLESS STEEL
6. ALL SURFACES SHALL BE SMOOTH
FROM THE MANHOLE COMPRESSION DEVICE.
EVEN TEXTURED WITH A MINIMUM
WALL TO THE TROUGH.
OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. PENETRATING LIFTING HOLES SHALL
BE PLUGGED WITH EXPANSION
GROUT. INVERTS MAY BE 3600 PSI
PRECAST
READY MIX CONCRETE
MANHOLE
8. IN LIEU OF BRICK. PRECAST INVERTS
ARE ACCEPTABLE.
9. STEPS AND COMMON STRAIGHT WALL
TO BE OVER WIDEST SHOULDER OF
INVERT.
FALL
10. 4'0 CONE SECTONS MAYBE USED
12"
(TYP•)
WITH 5' AND 6' MANHOLES WITH A
TRANSITION SECTION PLACED
DIRECTLY BENEATH THE 4'0 CONE.
11. ALL MANHOLE SECTIONS SHALL BE
DESIGNED FOR H-20 LOADING.
SS -8.1 - PRECAST SANITARY SEWER
MANHOLES (4', 5' & 6' DIAMETER)
WITHOUT
VENT PIPE
N.T.S
SECTION OF
PRECAST
MANHOLE
B 10"
COLLAR, TYP.
SLOPE TOP OF CONCRETE
BASE 2" TOWARD TROUGH
NOTES:
1. MANHOLES SHALL ALSO COMPLY WITH
STANDARD DETAILS SS -8.1, SS -8.2
AND SS -9 AS APPLICABLE.
2. NEW PIPE CONNECTIONS SHALL BE MADE
WITH FLEXIBLE MANHOLE BOOTS UNLESS
OTHERWISE APPROVED.
SS -11 - PRECAST MANHOLE INSTALLATION
OVER EXISTING PIPE DETAIL
N.T.S
CITY OF RALEIGH CAM-LOK
WATERTIGHT FRAME AND COVER
SLOPE FINISHED
GRADE AWAY FROM
MANHOLE ALL SIDES.
NOTES:
1. SEE SS -8.1 FOR PRECAST
MANHOLE REQUIREMENTS.
2. IF OFFSET VENT IS SHOWN ON
PLANS SEE DETAILS SS -16 AND
SS -17.
3. VENT MUST BE FACTORY WELDED
FABRICATED AND "HOT -DIPPED"
GALVANIZED.
4. SEE DETAIL SS -16 FOR
ADDITIONAL VENT DETAILS.
5. THIS DETAIL SHALL BE
CONSIDERED A RECOMMENDED
CONFIGURATION AND
COMPARABLE SHOP DRAWINGS
MAY BE SUBMITTED FOR
APPROVAL.
oa. vv 4 D 4¢ .off.
STONE
VENT OPENING TO BE
SCREENED (SEE VENT
DETAIL SS -16 AND SS -17)
MIN. 2' ABOVE 100 -YR
BASE FLOOD ELEVATION
- 4" "HOT DIPPED" GALV.
VENT PIPE
PROPOSED GRADE
SEE RISER SEALING
DETAIL SS -7)
EXTENDED BASE AS
REQ'D FOR
ANTI -FLOATATION
SS -8.2 -PRECAST SANITARY SEWER
MANHOLES (4') 5' & 6' DIAMETER) WITH VENTS
N.T.S
COVER 120 LBS. MINIMUM
23 1/2" 21 "
/4"
MANHOLE FRAME AND COVER
O \
° QERM r r R
n 0 O
SEWED
° F 'PACE 10Z
L
O
v
v
\1" VENT HOLE
25 1/16"
23 11/16" 1
f
7 1/2" 22"
BUTYL-NEK OR 1
APPROVED 1
SEALANT BETWEEN
FRAME AND 1 25 15/16" -
COVER
33 1/4"
NOTES: 5/8"X3" LAGSHIELD IN HOLE
1) ALL MANHOLE FRAMES SHALL BE DRILLED INTO CONE OR
DOMESTICALLY CAST. RING WITH ANCHOR SUNK TO
2) FRAME SHALL BE A MINIMUM WEIGHT DESIGN DEPTH, AND 3/8"X3"
OF 182 LBS. WITHIN PUBLIC ROW AND HOT DIPPED GALVANIZED
160 LBS. WITHIN EASEMENTS. LAG BOLT AND WASHER.
3) COVER SHALL WEIGH A MIN. OF 120
LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF
PAVED SURFACES SHALL BE BOLTED TO
THE CONE SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME.
5) DETAIL APPLIES TO NCDOT AND CITY OF
RALEIGH RIGHT-OF-WAY.
6) COVER SHALL BE THE SAME IN ROAD
PAVEMENT AND OUTSIDE PAVEMENT
SS -12 -STANDARD MANHOLE COVER INROAD
RIGHT-OF-WAY
N.T.S
SEAL
CARO �1���� SEAL
4 -
ZZ
ref 41
CITY OF RALEIGH
WATER TIGHT FRAME
AND COVER CAST IN
TOP, WHERE
REQUIRED PER PLAN
PER
PLANS
'SII.
HEIGHT OF RISER
AND CONE
SECTION VARIES
4" WELDED "HOT -DIPPED" GALVANIZED
VENT PIPE IF REQUIRED (PER PLANS)
HEIGHT VARIES (SEE VENT DETAIL SS -16)
MIN. 2' ABOVE 100 -YR
BASE FLOOD ELEVATION
SEE NOTES
6, 7, 8
Ci
CS
8', 10' OR 12'
DIAMETER
9" MIN.
SEE RISER
SEALING
DETAIL
SS -7
FLEXIBLE
WATERTIGHT
CONNECTOR,
(TYP. )
SLOPE 1 "/FT.
FROM MH WALL
TO TROUGH
PRECAST
MANHOLE
N OTES:
1.
FOUR (4) FOOT DIAMETER
LENGTH
MANHOLE SECTIONS TO BE IN
T2
ACCORDANCE WITH APPLICABLE
5'-6"
STANDARD DETAILS.
2.
MINIMUM WALL THICKNESS FOR
o
MANHOLES SHALL BE 1/12 INSIDE
DIAMETER PER ASTM C478.
3.
SLAB AND WALL REINFORCING FOR
EIGHT FOOT DIAMETER AND
LARGER MANHOLES MUST BE
SUBMITTED FOR APPROVAL TO
INSURE STRUCTURAL INTEGRITY
AT THE DEPTHS INSTALLED.
4.
OUTSIDE DROPS SHALL NOT
ENTER FOUR FOOT DIAMETER
RISER SECTIONS.
5.
STEPS AND COMMON STRAIGHT
4" PRECAST MANHOLE
WALL TO BE OVER WIDEST
SHOULDER OF INVERT.
6.
FOUR INCH DIAMETER FLANGED
AND PLAIN END STEEL WALL PIPE
SHALL BE CAST IN PLACE
(PLUMB) WITH BOLT HOLES IN
FLANGE STRADDLING THE CENTER
LINES. PIPE TO BE COATED PER
VENT PIPE SPECIFICATIONS.
7.
FOUR INCH DIAMETER STEEL VENT
PIPE TO BE FURNISHED WITH
COMPATIBLE (COATED) FLANGE
AND ALL NECESSARY HARDWARE
FOR BOLTED ATTACHMENT. VENT
OUTLET TO POINT DOWNSTREAM.
SEE DETAIL SS -16 FOR SUPPORT
REQUIREMENTS.
8.
THIS DETAIL SHALL BE
CONSIDERED A RECOMMENDED
CONFIGURATION AND COMPARABLE
SHOP DRAWINGS MAY BE
SUBMITTED FOR APPROVAL.
9.
PENETRATING LIFTING HOLES
SHALL BE PLUGGED WITH
NON -SHRINK GROUT.
SS -9 - PRECAST SANITARY SEWER MANHOLES
(8', 1011 & 12' DIAMETER)
N.T.S
27 1/2"
26 1/4
r 1 3/8"
5/8" �24 1/16"�
-L4 24 ,/2"
28 3/16"�
34•
FRAME SECTION
SS ROD
71/2'
(2) CAM LOCK (2) SS ROLL PINS
1/2" DIA x 1 3/4"
/e`
1 3/8'•
2 7/8"
26"iF
TYPICAL CAM LOCK MANHOLE WIPER GASKET
BOTTOM OF FRAME
FINNED GASKET IN VERTICAL OPEN
FACE OF COVER TO MAKE POSITION
WATERTIGHT.
GASKET NOT COVER PER SS -12
REQUIRED FOR 1 Y4' 1" VENTHOLE
NON -WATER
TIGHT MANHOLES REQUIRED IN
COVER FOR BOTTOM OF COVER
NON -WATER TIGHT
MANHOLES
CLOSED
LOCKING DEVICE POSITION
FRAME
STANDARD - PENTAGON HEAD S.S.
OPTIONAL - S.S. HEX HEAD BOLT BOTTOM OF FRAME
TYPICAL LOCKING DEVICE
RING MUST BE ANCHORED
IN ACCORDANCE WITH S-25
SS -13 - MANHOLE FRAME w/ CAM LOCK COVER
IN EASEMENTS
N.T.S
MCM4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
-I
I -T2 BARS AT 8" CTSEt
BAR
SIZE
LENGTH
NO. WT. LBS.
T2
#5
5'-6"
18 103
CL. "A" CONCRETE TOTAL CU. YDS. 1,000
136
o
�
I
�
a
cq
1
REINFORCED CONC. FOOTING FOR
4" PRECAST MANHOLE
I -T1 BARS AT 8" CTS
V
160
o 1n
I �H <
17 0'1
REINFORCED CONC. FOOTING FOR
5' PRECAST MANHOLE
�T2 BARS AT 8" CTS
U
aL
8'-0"
REINFORCED CONC. FOOTING FOR
6' PRECAST MANHOLE
�--T1 OR T2 BAR
STRAIGHT BAR
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
NO. WT. LBS.
T2
#5
5'-6"
18 103
CL. "A" CONCRETE TOTAL CU. YDS. 1,000
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTHNO.
N0.
WT. LBS.
T1
#5
6'-6"
20
136
CL. "A" CONCRETE TAL CU. YDS. 1,361
TO
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
N0.
WT. LBS.
T2
#5
7'-6"
24
165
CL. "A" CONCRETE TOTAL CU. YDS.1,778
* ALL BASES ARE MINIMUM 9" THICK
-10 - EXTENDED BASE OR CAST -IN-PLACE
SS
REINFORCED CONCRETE BASE
N.T.S
SANITARY SEWER DETAILS
2 OF 4
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 501
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
D2
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

4-
T -T 4
_ v <
QQ Q
D A . 4.
SEWED
a� Spq� Dp N�� o
' d D
4a 4
2'-0" 3000 P.S.I. CONCRETE
TYP. �. Q ENCASEMENT
. o .
ADJUST FLUSH
WITH FINAL GRA
2"
PRECAST CONCRETE
SPACER (DONUT RINGS)
IN TRAFFIC AREAS ONLY.
DONUT RINGS NOT
ALLOWED IN EASEMENTS.
STANDARD
MANHOLE
SECTION
STANDARD MANHOLE
FRAME AND COVER
o. .•D .o •a 0 c
-
---
COMPACTED
'.L BACKFILL
L TOTAL
CHIMNEY NOT
,TO EXCEED
1-1/4»
NOTE: THIS STEP
TO BE DRIVEN
INTO TAPERED
HOLES IN PRECAST
MANHOLE
SECTIONS. DO NOT
USE AS A
GROUTED -IN STEP.
COPOLYMER POLYPROPYLENE PLASTIC
1/2" GRADE 60 STEEL REINFORCEMENT
SECTION A—A
5-J14"
L4 A
.. 1000 LB. PULL OUT TEST REPORT
REQUIRED ON EACH STEP.
PLASTIC STEP CORED HOLE
DRIVEN IN PLACE
SS -15 - SLIP RESISTANT MANHOLE STEP DETAIL
N.T.S
SS -14 - MANHOLE FRAME AND COVER IN PAVED SURFACES
N.T.S
PRE -CAST MANHOLE
W/ PROTECTIVE COATING
PIPE PENETRATIONS (SEE SPECIFICATIONS)
SHALL BE BOOTED
UNDISTU
F
4" MIN. I GROUND R(10DMIN.).
BMJ X MJ
XMJTEE
STAINLESS STEEL
STRAP ON OFFSET
BRACKET, DROPS
4' MAX. SPACING.
(SEE NOTE 6).
NOTES:
1. INVERT SHALL BE A SMOOTH CIRCULAR ARC FROM EACH INCOMING PIPE TO THE OUTGOING
PIPE. INVERTS SHALL BE FULL DEPTH AND SLOPE FROM WALL TO TOP OF INVERT SHALL BE 2".
2. THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 1/4 PER FOOT. ALL PIPE OPENINGS TO
BE NO GREATER THAN 3"
3. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE
TO BE CENTERED IN OPENINGS. ADDITIONAL REINFORCING NOT REQUIRED FOR CORED OPENINGS.
4. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
5. MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE.
6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE TO BE
INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS.
7. TRANSITIONS FROM BASE DIAMETER SHALL BE ABOVE DROP CONNECTIONS.
SS -18 - OUTSIDE DROP INSTALLATION DETAIL
FOR ROUND MANHOLES
N.T.S
TO NEW 72" OR
66" MH, TYP.
5' MIN.
* INSIDE DIAMETER
(SEE TABLE BELOW)
0
EXIST. 54"
OR 48"
SECTION A—A
I I
I II
TO NEW 72" OR I
66" MH, TYP.
I ,
EX. BRICK
SEWER MANHOLE
FINISH GRADE
IWORPMi�"�""�'�
NEW 8"x 201 DIP
W/401 PROTECTO LINING
(SEE NOTE 1 _& 2)
5' MIN. I LEXISTING PIPE
SEAL PIPE AS APPLICABLE
PENETRATION W/NON
SHRINK GROUT, TYP.
NOTE:
1. NO JOINTS SHALL BE ALLOWED
WITHIN MANHOLE.
2. COAT DIP EXTERIOR THROUGH
MANHOLE WITH POLYUREA COATING
MATCHING THAT SPECIFIED FOR
INTERNAL COATING OF PRECAST
MANHOLES ON LINES 12" AND
LARGER IN DIAMETER OR
RECEIVING FORCE MAIN DISCHARGE.
EX. BRICK
SEWER MANHOLE
NEW 8"x 201 DIP
W/401 PROTECTO LINING
(SEE NOTE 1 & 2)
nn Al
EXISTING PIPE
5' MIN. f, / 5' MIN. AS APPLICABLE
I� �I
SEAL PIPE
PENETRATION W/NON
SHRINK GROUT, TYP.
PLAN VIEW
* INSIDE DIAMETER PER LOWER WALNUT
CREEK INTERCEPTOR RECORD DRAWINGS.
SS -18A - SANITARY SEWER PIPE THRU
MANHOLE DETAIL
N.T.S
SEAL
5/8"x2 1/2" SS EXPANSION ANCHOR
BOLTS ON BOTTOM BRACKETS. 5/8"x4"
EXPANSION ANCHOR BOLTS ON TOP (2)-4" 150# FLANGES
BRACKET. W/ SS INSECT SCREEN
4" WELDED HOT -DIPPED" GALV.---,,\
AFTER FABR/CA 77ON
4-1/2" 316 SS BOLTS
AND FLAT WASHERS
CtAE AS REQ'D. MIN. 2'
EATABOVE
RELY ON WATERTIGHT W 100 -YR
OLE FRAME AND COVER BASE
" TOP Q FLOOD
BRACKET ONLY ELEVATION
1 4"
11 1/2"
1 1/2'= I 8 1/2"� —1 1/2" 'Y'
1 /2 ;-STEPS INSTALLED
3 ON STRAIGHT
III „III Ti
J WALL OF M.H.
11 /16"0-/ BRACKET FABRICATED FROM X z
HOLES 1/4" STEEL PLATE I < Q »Y..
DRILLED AS "HOT -DIPPED" GALVANIZED 0-
SHOWN AFTER FABRICATION -PIPE
PIPE BRACKET PRECAST CONCRETE BRACKET
MANHOLE co (SEE THIS
WASHER PLATES DETAIL)
TO PLUMB VENT
1/411"
1 4 " PLATE 1 4
/ A PLUG UNLESS PIPE
GOES THROUGH
8,10,OR 12' DIA.
MANHOLE
TRANSITION SLAB
A
SECTION A—A
BRICK
PIPE SIZE
MANHOLE
Y
* INSIDE 0
48"
7'-0"
54"
7'-6"
0
EXIST. 54"
OR 48"
SECTION A—A
I I
I II
TO NEW 72" OR I
66" MH, TYP.
I ,
EX. BRICK
SEWER MANHOLE
FINISH GRADE
IWORPMi�"�""�'�
NEW 8"x 201 DIP
W/401 PROTECTO LINING
(SEE NOTE 1 _& 2)
5' MIN. I LEXISTING PIPE
SEAL PIPE AS APPLICABLE
PENETRATION W/NON
SHRINK GROUT, TYP.
NOTE:
1. NO JOINTS SHALL BE ALLOWED
WITHIN MANHOLE.
2. COAT DIP EXTERIOR THROUGH
MANHOLE WITH POLYUREA COATING
MATCHING THAT SPECIFIED FOR
INTERNAL COATING OF PRECAST
MANHOLES ON LINES 12" AND
LARGER IN DIAMETER OR
RECEIVING FORCE MAIN DISCHARGE.
EX. BRICK
SEWER MANHOLE
NEW 8"x 201 DIP
W/401 PROTECTO LINING
(SEE NOTE 1 & 2)
nn Al
EXISTING PIPE
5' MIN. f, / 5' MIN. AS APPLICABLE
I� �I
SEAL PIPE
PENETRATION W/NON
SHRINK GROUT, TYP.
PLAN VIEW
* INSIDE DIAMETER PER LOWER WALNUT
CREEK INTERCEPTOR RECORD DRAWINGS.
SS -18A - SANITARY SEWER PIPE THRU
MANHOLE DETAIL
N.T.S
SEAL
5/8"x2 1/2" SS EXPANSION ANCHOR
BOLTS ON BOTTOM BRACKETS. 5/8"x4"
EXPANSION ANCHOR BOLTS ON TOP (2)-4" 150# FLANGES
BRACKET. W/ SS INSECT SCREEN
4" WELDED HOT -DIPPED" GALV.---,,\
AFTER FABR/CA 77ON
4-1/2" 316 SS BOLTS
AND FLAT WASHERS
CtAE AS REQ'D. MIN. 2'
EATABOVE
RELY ON WATERTIGHT W 100 -YR
OLE FRAME AND COVER BASE
" TOP Q FLOOD
BRACKET ONLY ELEVATION
1 4"
11 1/2"
1 1/2'= I 8 1/2"� —1 1/2" 'Y'
1 /2 ;-STEPS INSTALLED
3 ON STRAIGHT
III „III Ti
J WALL OF M.H.
11 /16"0-/ BRACKET FABRICATED FROM X z
HOLES 1/4" STEEL PLATE I < Q »Y..
DRILLED AS "HOT -DIPPED" GALVANIZED 0-
SHOWN AFTER FABRICATION -PIPE
PIPE BRACKET PRECAST CONCRETE BRACKET
MANHOLE co (SEE THIS
WASHER PLATES DETAIL)
TO PLUMB VENT
1/411"
1 4 " PLATE 1 4
/ A PLUG UNLESS PIPE
GOES THROUGH
8,10,OR 12' DIA.
MANHOLE
TRANSITION SLAB
A
SECTION A—A
ACCORDING TO THE TYPE OF PRECAST MANHOLE,
WASHER SPACERS MAY BE REQUIRED ON LOWER *NUMBER OF BRACKETS MAY BE
BRACKETS. REDUCED IF VENT PIPE GOES THROUGH
8,10,OR 12' DIA. MANHOLE TRANSITION
SLAB PER SS -9
NOTES:
1. VENT SHALL BE ON CREEK SIDE AND POINT DOWNSTREAM.
2. BRACKET, WASHER PLATES, ANCHOR SLEEVE, THREADED
STUD AND NUT SHALL BE STAINLESS STEEL.
3. IF MANHOLE TRANSITIONS FROM LARGE DIAMETER TO
SMALLER DIAMETER THEN VENT MUST EXTEND THROUGH
TRANSITIONS SLAB PER DETAIL SS -9.
SS -16 -MANHOLE VENT AND SUPPORT DETAIL
N.T.S
NON SHRINKING GROUT OPEN END
SEE NOTE 5
CLEANOUT
SERVICE LINE �,—TEE
STAINLESS STEEL OFFSET
5' BRACKET w/STAINLESS STEEL
FLEXIBLE COUPLING ANCHORING (TYP.) SEE NOTE 6
---DOWNSPOUT
MANHOLE WALL 1
1
_6" (TYP.)
90' BEND
CONCRETE TROUGH TO MAIN
BE BUILT TO DIRECT _ _ SyecF LINE
FLOW FROM 4/6"
CONNECTION TO i r"
EFFLUENT PIPE
MANHOLE BOTTOM
NON
SHRINKING
GROUT
SEE NOTE 5
`-MANHOLE
WALL
STRAPS 3'
MAXIMUM
=N END
CLEANOUT
FEE
STAINLESS STEEL OFFSET
BRACKET w/STAINLESS
STEEL ANCHORING (TYP.)
SEE NOTE 6
)OWNSPOUT
90' BEND
NOTES:
MANHOLE BOTTOM
1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30 INCHES.
2. DROPS TO BE CONSTRUCTED OF DUCTILE IRON OR SCH. 80 PVC PIPE.
3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION, OR AT JOINT, OR
IN RISER SECTION AFTER TRANSITION FROM LARGER BASE SECTION.
4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS.
5. CONTRACTOR MAY USE WATERTIGHT BOOT CONNECTION AS AN ALTERNATIVE.
6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE
TO BE INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO
THE ENGINEER FOR APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS.
7. INSIDE DROP MANHOLES SHALL BE 5' DIAMETER MINIMUM.
SS -19 - INSIDE DROP FOR SANITARY SEWER
SERVICE
N.T.S
v
v
MCM4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
(2)-4150# FLANGES
W/ SS INSECT SCREEN
_4" WELDED "HOT -DIPPED" GALV.
MIN. 2' ABOVE 100 -YR
BASE FLOOD ELEVATION
4-1/2" 316 SS BOLTS
AND FLAT WASHERS
FLANGE 4" ABOVE TOP OF
CONCRETE w/ BOLTS IN
CONCRETE (SEE ANCHOR DETAIL)
-ii�ll III T�II-il Till IIT III
3000 PSI CONCRETE
�: Y (MIN.)
s 1/4"
MIN/MUM 1Z SLOPE
(2) 4" 150#
FLANGES
4"
.. e j
.... .. - 6-3/4' S.S.
ANCHOR BOLTS
ANCHOR DETAIL
SEE NOTE 3) CITY OF
RALEIGH
WATERTIGHT
FRAME AND
COVER
PROVIDE WATER
TIGHT SEAL w/
5' RUBBER BOOT
CONNECTION
PRECAST
CONCRETE
MANHOLE-\
FLEXIBLE COUPLING
WITH SS SHEAR RINGS
NOTES:
1. COORDINATE LOCATION OF OFFSET VENT WITH OWNER'S
FIELD REPRESENTATIVE PRIOR TO INSTALLATION.
2. VENT CONNECTION SHALL NOT BE WITHIN JOINT OF
MANHOLE.
3. VENT CONNECTION TO MANHOLE SHALL BE AS CLOSE TO
TOP AS PRACTICAL WHILE COMPLYING WITH MANHOLE COVER
AND SLOPE REQUIREMENTS.
SS -17 -OFFSET VENT DETAIL
N.T.S
z
w
\ :2
w
co
la
w
PLUG PER CITY OF
RALEIGH DETAILS
'+M
NISH GRADE 6IN.
PRECAST MANHOLE
6" TO NO MORE THAN 30" ABOVE INVERT
FOR MAINS SMALLER THAN 15".
FOR CONNECTIONS TO 15" AND LARGER
MAINS PLACE SERVICE INVERT AT CROWN
ELEVATION OF MAIN.
SLOPE FOR 4" PIPE IS 1% MINIMUM.
4;4"
0.6%.
6"�ORPVC
FLEXIBLE CONNECTOR 'COMBINATION
WYE AND 1/8
BEND
PIPE TO REST ON UNDISTURBED SOIL
CLEANOUT SHALL BE
PLACED AT
RIGHT—OF—WAY OR
EDGE OF EASEMENT.
DO NOT INSTALL
CLEANOUT INSIDE A
FENCE.
4" DI OR PVC
RISER STACK
1'-0"
MIN.
CONCRETE TROUGH TO BE BUILT
TO DIRECT FLOW FROM 4/6"
CONNECTION TO EFFLUENT PIPE
SECTION VIEW
CAP
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 INSTALLATION, SADDLE AND BEND MUST BE
BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST
COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1.
SS -20 - SANITARY SEWER SERVICE MANHOLE
TAP DETAIL
N.T.S
SANITARY SEWER DETAILS
3 OF 4
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
PIPE BRACKETS
X
Y
MIN. NO. OF
0"-72"
60"
3
72"-84"
66"
3
OVER 84"
72"
4
ACCORDING TO THE TYPE OF PRECAST MANHOLE,
WASHER SPACERS MAY BE REQUIRED ON LOWER *NUMBER OF BRACKETS MAY BE
BRACKETS. REDUCED IF VENT PIPE GOES THROUGH
8,10,OR 12' DIA. MANHOLE TRANSITION
SLAB PER SS -9
NOTES:
1. VENT SHALL BE ON CREEK SIDE AND POINT DOWNSTREAM.
2. BRACKET, WASHER PLATES, ANCHOR SLEEVE, THREADED
STUD AND NUT SHALL BE STAINLESS STEEL.
3. IF MANHOLE TRANSITIONS FROM LARGE DIAMETER TO
SMALLER DIAMETER THEN VENT MUST EXTEND THROUGH
TRANSITIONS SLAB PER DETAIL SS -9.
SS -16 -MANHOLE VENT AND SUPPORT DETAIL
N.T.S
NON SHRINKING GROUT OPEN END
SEE NOTE 5
CLEANOUT
SERVICE LINE �,—TEE
STAINLESS STEEL OFFSET
5' BRACKET w/STAINLESS STEEL
FLEXIBLE COUPLING ANCHORING (TYP.) SEE NOTE 6
---DOWNSPOUT
MANHOLE WALL 1
1
_6" (TYP.)
90' BEND
CONCRETE TROUGH TO MAIN
BE BUILT TO DIRECT _ _ SyecF LINE
FLOW FROM 4/6"
CONNECTION TO i r"
EFFLUENT PIPE
MANHOLE BOTTOM
NON
SHRINKING
GROUT
SEE NOTE 5
`-MANHOLE
WALL
STRAPS 3'
MAXIMUM
=N END
CLEANOUT
FEE
STAINLESS STEEL OFFSET
BRACKET w/STAINLESS
STEEL ANCHORING (TYP.)
SEE NOTE 6
)OWNSPOUT
90' BEND
NOTES:
MANHOLE BOTTOM
1. PIPING CONFIGURATION TO BE USED ON ALL DROPS OVER 30 INCHES.
2. DROPS TO BE CONSTRUCTED OF DUCTILE IRON OR SCH. 80 PVC PIPE.
3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION, OR AT JOINT, OR
IN RISER SECTION AFTER TRANSITION FROM LARGER BASE SECTION.
4. THIS DETAIL SHALL NOT BE USED FOR FORCE MAINS.
5. CONTRACTOR MAY USE WATERTIGHT BOOT CONNECTION AS AN ALTERNATIVE.
6. CONTRACTOR SHALL PROVIDE BRACKETS DESIGNED SPECIFICALLY FOR THE PIPE SIZE
TO BE INSTALLED. MATERIAL SUBMITTALS FOR BRACKETS SHALL BE SUBMITTED TO
THE ENGINEER FOR APPROVAL PRIOR TO THE CONTRACTOR ORDERING BRACKETS.
7. INSIDE DROP MANHOLES SHALL BE 5' DIAMETER MINIMUM.
SS -19 - INSIDE DROP FOR SANITARY SEWER
SERVICE
N.T.S
v
v
MCM4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
(2)-4150# FLANGES
W/ SS INSECT SCREEN
_4" WELDED "HOT -DIPPED" GALV.
MIN. 2' ABOVE 100 -YR
BASE FLOOD ELEVATION
4-1/2" 316 SS BOLTS
AND FLAT WASHERS
FLANGE 4" ABOVE TOP OF
CONCRETE w/ BOLTS IN
CONCRETE (SEE ANCHOR DETAIL)
-ii�ll III T�II-il Till IIT III
3000 PSI CONCRETE
�: Y (MIN.)
s 1/4"
MIN/MUM 1Z SLOPE
(2) 4" 150#
FLANGES
4"
.. e j
.... .. - 6-3/4' S.S.
ANCHOR BOLTS
ANCHOR DETAIL
SEE NOTE 3) CITY OF
RALEIGH
WATERTIGHT
FRAME AND
COVER
PROVIDE WATER
TIGHT SEAL w/
5' RUBBER BOOT
CONNECTION
PRECAST
CONCRETE
MANHOLE-\
FLEXIBLE COUPLING
WITH SS SHEAR RINGS
NOTES:
1. COORDINATE LOCATION OF OFFSET VENT WITH OWNER'S
FIELD REPRESENTATIVE PRIOR TO INSTALLATION.
2. VENT CONNECTION SHALL NOT BE WITHIN JOINT OF
MANHOLE.
3. VENT CONNECTION TO MANHOLE SHALL BE AS CLOSE TO
TOP AS PRACTICAL WHILE COMPLYING WITH MANHOLE COVER
AND SLOPE REQUIREMENTS.
SS -17 -OFFSET VENT DETAIL
N.T.S
z
w
\ :2
w
co
la
w
PLUG PER CITY OF
RALEIGH DETAILS
'+M
NISH GRADE 6IN.
PRECAST MANHOLE
6" TO NO MORE THAN 30" ABOVE INVERT
FOR MAINS SMALLER THAN 15".
FOR CONNECTIONS TO 15" AND LARGER
MAINS PLACE SERVICE INVERT AT CROWN
ELEVATION OF MAIN.
SLOPE FOR 4" PIPE IS 1% MINIMUM.
4;4"
0.6%.
6"�ORPVC
FLEXIBLE CONNECTOR 'COMBINATION
WYE AND 1/8
BEND
PIPE TO REST ON UNDISTURBED SOIL
CLEANOUT SHALL BE
PLACED AT
RIGHT—OF—WAY OR
EDGE OF EASEMENT.
DO NOT INSTALL
CLEANOUT INSIDE A
FENCE.
4" DI OR PVC
RISER STACK
1'-0"
MIN.
CONCRETE TROUGH TO BE BUILT
TO DIRECT FLOW FROM 4/6"
CONNECTION TO EFFLUENT PIPE
SECTION VIEW
CAP
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 INSTALLATION, SADDLE AND BEND MUST BE
BEDDED IN #67 STONE. BEDDING AND HAUNCHING MUST
COMPLY WITH REQUIREMENTS OF STANDARD DETAIL SS -1.
SS -20 - SANITARY SEWER SERVICE MANHOLE
TAP DETAIL
N.T.S
SANITARY SEWER DETAILS
3 OF 4
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 501
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
D3
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

SEAL
DESCRIP11ONS
CARO �1���� SEAL
4 -
ZZ
r�i� ••...... �`�
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
*SERVICE LATERAL MATERIAL AS REQUIRED IN
SEWER CONSTRUCTION/SEWER LATEALS
SECTION OF THESE SPECIFICATIONS.
WHEN SEWER CLEAN OUT IS IN PAVEMENT
a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
4' DIAMETER CONCRETE
COLLAR 6" THICK FINISHED
GRADE
PAVEMENT CURB
d
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
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
SS -1.
8",10" OR 12" TAPPING 1 PIECE OF PIPE
SADDLE OR IN-LINE WYE
1/16" OR 1/8" BEND MIN. GRADE 1% 7
PROPERTY
LINE
CAST IRON OR BRONZE
CLEAN OUT PLUG
\4" D.I. OR
PVC PIPE
' • o ' • 1.0' EXTENSION �
45 SEWER BARREL OF PIPE TO WITH PERMANENT
EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP
MAIN ; FOR SADDLE INSTALLATION
: DETAILS, SEE STANDARD COMBINATION WYE
DETAIL SS -22 AND 1/8 BEND
(ONE PIECE)
SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL
N.T.S.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MANHOLENE
* a...
9
S�9
PLASTIC GREEN MANHOLE
0592-0046
OF
MARKER—LABELED SEWER
SOLID WALL
SHK, BRL
MANHOLE, SEE NOTE 3
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TEST STATION OR TEST PORT—
STANDARD H2O TRAFFIC LOAD
RATED VALVE BOX WITH LID
DO NOT BUILD®
\III"
LABELED "TS" AND PAINTED GREEN,
SEE MARKER
LOOP 3 FT (MIN) PLACED ABOVE DOWNSTREAM SEWER CD
INVERT OR ,'.
OF WIRE INTO I
E -"-LABEL DETAIL
TEST STATION
FLOWS REMOVE SOLID FLOW
I
EXISTING GRADECIA
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SADDLE TO BE
TAPERED SPIGOT
PROJECTING
EQUAL TO SEAL.
STM C-361-77
GENECO
ILu N0. 12 GAUGE SOLID I 12" HOLE
BEYOND
O.OF MAIN
0 BARE COPPER I I I r FILLED WITH
Z
4'-6" MANUFACTURED
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Ed r\r
w
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I SEWER
w WRAP TRACER
MARKER
LATERAL I
Q WIRE AROUND I I I SEE
\�\ -
CIRCUMFERENCE OF I I
I NOTE 2
FLOW�
MANHOLE AND SPLICE I I
45' CAST IRON
TO TRACER WIRE FOR I I I I SEWER
�f/
DOWNSTREAM SEWER I I I SADDLE
MAIN I I I TAP
I I 1
STAINLESS
I
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SEWER
NOTES: L-----------------�
DO NOT BUILD-
MAIN
STEEL T -BOLTS
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR
INVERT OR REMOVE
_
GRAVITY MAIN AND OR LATERAL INSTALLATIONS LESS THAN 8 FT, THE TRACING WIRE
a° °-BEFORE
SHALL BE ATTACHED TO THE PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY
FLOW
BACKFILL UNDER PVC SADDLE,
AFFIXED TO THE PIPE AT 10 FOOT INTERVALS. FOR GRAVITY MAIN AND OR LATERAL
NUTS AND WASHERS
INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE INSTALLED AT A DEPTH
ADAPTOR, AND CAST IRON
STEEL
STAINLESS STRAP
OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE EXECUTION OF
°s �°� WITH STONE
THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
w
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2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT
SHOWN ON SS -2.
BE ALLOWED TO TO BE PLACED BETWEEN THE SADDLE AND MAIN.
APPROVED
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF
DI
�o
�\12", � '
OWNER OR OWNER'S REPRESENTATIVE.
Of Q
CITY OF RALEIGH
INSTALLATION
DETAILS
DEPARTMENT OF PUBLIC UTILITIES
COD W
�yll�\ .
GRAVITY SEWER MAIN TRACER WIRE
m
W W
AND MANHOLE MARKER
DWG. NO. REVISIONS DATE REVISIONS DATE
UEd
fa_
QI:�III�\.
SS -20A WKD 09-14
WQ
CnJ
SEAL
DESCRIP11ONS
CARO �1���� SEAL
4 -
ZZ
r�i� ••...... �`�
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
*SERVICE LATERAL MATERIAL AS REQUIRED IN
SEWER CONSTRUCTION/SEWER LATEALS
SECTION OF THESE SPECIFICATIONS.
WHEN SEWER CLEAN OUT IS IN PAVEMENT
a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
4' DIAMETER CONCRETE
COLLAR 6" THICK FINISHED
GRADE
PAVEMENT CURB
d
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
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
SS -1.
8",10" OR 12" TAPPING 1 PIECE OF PIPE
SADDLE OR IN-LINE WYE
1/16" OR 1/8" BEND MIN. GRADE 1% 7
PROPERTY
LINE
CAST IRON OR BRONZE
CLEAN OUT PLUG
\4" D.I. OR
PVC PIPE
' • o ' • 1.0' EXTENSION �
45 SEWER BARREL OF PIPE TO WITH PERMANENT
EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP
MAIN ; FOR SADDLE INSTALLATION
: DETAILS, SEE STANDARD COMBINATION WYE
DETAIL SS -22 AND 1/8 BEND
(ONE PIECE)
SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL
N.T.S.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MANHOLENE
* a...
9
S�9
MCE PROJ. #
0592-0046
OF
EJB
SOLID WALL
SHK, BRL
CHECKED
w
N
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� (ySS
DO NOT BUILD®
\III"
_J
O m
SEE MARKER
S
INVERT OR ,'.
E -"-LABEL DETAIL
z W
FLOWS REMOVE SOLID FLOW
a
V.
PVC TO D.I. PIPE ADAPTER
WALL
\'
\IIIA\�\
Q
Cn
_j CO
- USE 'FERNCO COUPLING
BLOCKAGE
z�
IIIA\�\•-'
Ua
SADDLE TO BE
TAPERED SPIGOT
PROJECTING
EQUAL TO SEAL.
STM C-361-77
GENECO
E40 OR EQUAL
BEYOND
O.OF MAIN
RUBBER TUBULAR
GASKET SUPPLIED SPOT WELDED
4'-6" MANUFACTURED
E
45° PVC SADDLE
SADDLE CEMENTED TO =FLOW 2- "
FINISH GRADE
w
FIBERGLASS UTILITY
PIPE CROWN
LENGTH VARIES
MARKER
O�
\�\ -
RESTORE FINISH GRADE TO
FLOW�
M
45' CAST IRON
�f/
SADDLE
STAINLESS
-
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UNDISTURBED
SOIL T
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CLAMPS
WALL
I _
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TYPE C304 STAINLESS
DO NOT BUILD-
STEEL T -BOLTS
INVERT OR REMOVE
_
_ BACKFILL AND COMPACT
a° °-BEFORE
TYPE C304 STAINLESS
FLOW
BACKFILL UNDER PVC SADDLE,
24 GA. TYP. C304L
NUTS AND WASHERS
DicciNc
IN THIS AREA GALL
ADAPTOR, AND CAST IRON
STEEL
STAINLESS STRAP
°s �°� WITH STONE
BEND WITH#67 STONE AS
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cm GE RALEIGH
APPROVED
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INSTALLATION
DETAILS
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DEPARTMENT OF PUBLIC
UTILITIES
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SEWER
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DWG. NO.
REVISIONS
DATE REVISIONS
DATE
r1i
WKD
9-14
SS -20B
SEAL
DESCRIP11ONS
CARO �1���� SEAL
4 -
ZZ
r�i� ••...... �`�
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
*SERVICE LATERAL MATERIAL AS REQUIRED IN
SEWER CONSTRUCTION/SEWER LATEALS
SECTION OF THESE SPECIFICATIONS.
WHEN SEWER CLEAN OUT IS IN PAVEMENT
a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
4' DIAMETER CONCRETE
COLLAR 6" THICK FINISHED
GRADE
PAVEMENT CURB
d
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
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
SS -1.
8",10" OR 12" TAPPING 1 PIECE OF PIPE
SADDLE OR IN-LINE WYE
1/16" OR 1/8" BEND MIN. GRADE 1% 7
PROPERTY
LINE
CAST IRON OR BRONZE
CLEAN OUT PLUG
\4" D.I. OR
PVC PIPE
' • o ' • 1.0' EXTENSION �
45 SEWER BARREL OF PIPE TO WITH PERMANENT
EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP
MAIN ; FOR SADDLE INSTALLATION
: DETAILS, SEE STANDARD COMBINATION WYE
DETAIL SS -22 AND 1/8 BEND
(ONE PIECE)
SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL
N.T.S.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MANHOLENE
* a...
9
S�9
MCE PROJ. #
0592-0046
OF
EJB
SOLID WALL
SHK, BRL
CHECKED
A
1�MAINE&LIMARKER
� (ySS
DO NOT BUILD®
SEE MARKER
S
INVERT OR ,'.
E -"-LABEL DETAIL
FLOWS REMOVE SOLID FLOW
a
V.
PVC TO D.I. PIPE ADAPTER
WALL
- USE 'FERNCO COUPLING
BLOCKAGE
445-401' OR APPROVED
NOTE:
SADDLE TO BE
TAPERED SPIGOT
PROJECTING
EQUAL TO SEAL.
STM C-361-77
GENECO
E40 OR EQUAL
BEYOND
O.OF MAIN
RUBBER TUBULAR
GASKET SUPPLIED SPOT WELDED
4'-6" MANUFACTURED
E
45° PVC SADDLE
SADDLE CEMENTED TO =FLOW 2- "
FINISH GRADE
FIBERGLASS UTILITY
PIPE CROWN
LENGTH VARIES
MARKER
O�
RESTORE FINISH GRADE TO
FLOW�
M
45' CAST IRON
�f/
SADDLE
STAINLESS
-
STEEL
PIPE CROWN
UNDISTURBED
SOIL T
°o sgo # rob o o
o
CLAMPS
WALL
I _
$ 9°
TYPE C304 STAINLESS
DO NOT BUILD-
STEEL T -BOLTS
INVERT OR REMOVE
_ BACKFILL AND COMPACT
a° °-BEFORE
TYPE C304 STAINLESS
FLOW
BACKFILL UNDER PVC SADDLE,
24 GA. TYP. C304L
NUTS AND WASHERS
DicciNc
IN THIS AREA GALL
ADAPTOR, AND CAST IRON
STEEL
STAINLESS STRAP
°s �°� WITH STONE
BEND WITH#67 STONE AS
FLOWS SYSTEM IS T FLOW
__
POINT
SHOWN ON SS -2.
cm GE RALEIGH
APPROVED
_
FOR PVC PIPE
FOR DI PIPE
SS -22 - LATERAL SADDLE
INSTALLATION
DETAILS
N.T.S.
i I h SEGMENT
SEAL
DESCRIP11ONS
CARO �1���� SEAL
4 -
ZZ
r�i� ••...... �`�
PAVEMENT OPTION
MUST BE 2" BELOW GRADE
*SERVICE LATERAL MATERIAL AS REQUIRED IN
SEWER CONSTRUCTION/SEWER LATEALS
SECTION OF THESE SPECIFICATIONS.
WHEN SEWER CLEAN OUT IS IN PAVEMENT
a` /I%I/I%rll IT MUST BE INSTALLED INSIDE A VALVE
BOX WITH COVER LABELLED "SEWER".
4' DIAMETER CONCRETE
COLLAR 6" THICK FINISHED
GRADE
PAVEMENT CURB
d
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
MUST COMPLY WITH REQUIREMENTS OF STANDARD DETAIL
SS -1.
8",10" OR 12" TAPPING 1 PIECE OF PIPE
SADDLE OR IN-LINE WYE
1/16" OR 1/8" BEND MIN. GRADE 1% 7
PROPERTY
LINE
CAST IRON OR BRONZE
CLEAN OUT PLUG
\4" D.I. OR
PVC PIPE
' • o ' • 1.0' EXTENSION �
45 SEWER BARREL OF PIPE TO WITH PERMANENT
EXISTING SADDLE REST ON UNDISTURBED SOIL PLUG CAP
MAIN ; FOR SADDLE INSTALLATION
: DETAILS, SEE STANDARD COMBINATION WYE
DETAIL SS -22 AND 1/8 BEND
(ONE PIECE)
SS -21 - SANITARY SEWER LATERAL CONNECTION DETAIL
N.T.S.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
MANHOLENE
* a...
JANUARY 2016
MCE PROJ. #
0592-0046
OF
EJB
SOLID WALL
SHK, BRL
CHECKED
CLW, JSL
1�MAINE&LIMARKER
BRL
DO NOT BUILD®
SEE MARKER
S
INVERT OR ,'.
E -"-LABEL DETAIL
FLOWS REMOVE SOLID FLOW
a
V.
E
WALL
BLOCKAGE
W
UNTIL SYSTEM
IS APPROVED
4'-6" MANUFACTURED
E
FINISH GRADE
FIBERGLASS UTILITY
R
LENGTH VARIES
MARKER
RESTORE FINISH GRADE TO
M
MATCH EXISTING CONDITIONS
-
MANHOLE
*SOLID
UNDISTURBED
SOIL T
°o sgo # rob o o
o
WALL
I _
$ 9°
DO NOT BUILD-
°8
INVERT OR REMOVE
_ BACKFILL AND COMPACT
a° °-BEFORE
SOLID WALL 6" OVER TOP OF PIPE
- PER TECHNICAL SPECS.
2'-6" as 12" HOLE FILLED
DicciNc
IN THIS AREA GALL
BLOCKAGE UNTIL 1
°s �°� WITH STONE
[phone]
FLOWS SYSTEM IS T FLOW
__
POINT
8 °
cm GE RALEIGH
APPROVED
_
PUBLIC WORKS DEPT.
7 2' MIN. REPAIR 2' MIN. _o
i I h SEGMENT
12" BEDDING
USE MIN. 8" THICK SOLID BRICK/BLOCK & MORTAR
*LOCATED IN FIRST MANHOLE FROM TIE-IN. SOLID
WALL MUST BE BUILT BEFORE LAYING NEXT RUN
OF PIPE.
INFLATABLE PLUGS MAY BE USED IN LIEU OF
BLOCK WHEN APPROVED BY OWNER.
SS -23 - SANITARY SEWER PROTECTION DURING
CONSTRUCTION
N.T.S
v
v MCM4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
Kq�F'I
� s
Q
EXISTING SEWER
PIPE VARIES-\
THE JOINT SHALL BE PREPARED BY J
SAWCUTTING THE EXISTING PIPE TO
LEAVE A SMOOTH, STRAIGHT SURFACE
NEW DUCTILE IRON SEWER
PIPE. LENGTH VARIES.
8" MINIMUM
18•" MINIMUM
I
COMPACTED #67 STONE
RUBBER SLEEVE COUPLING WITH STAINLESS
STEEL COMPRESSION BANDS AND SHEAR
RINGS AS MANUFACTURED BY MISSION
PRODUCTS, FERNCO, OR APPROVED EQUAL
(TYPICAL EACH END). COUPLING TO BE A
MINIMUM 6 INCHES WIDE AND ENCASED IN
CONCRETE.
SS -24 - TYPICAL SEWER POINT REPAIR
N.T.S
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
MARKER
LABEL DETAIL
NOTES:
1. FIBERGLASS MARKER SHALL BE GREEN
IN COLOR.
2. LABEL PER "MARKER LABEL DETAIL"
ABOVE.
3. TO BE PLACED ON EACH SIDE OF ANY
ROADWAY, RAILWAY, OR POWER LINE
R/W AND ANY OTHER LOCATION
INDICATED ON PLANS.
SEWER MAIN
SS -25 - STANDARD UTILITY MARKER FOR
SEWER MAIN IN EASEMENT
N.T.S
SANITARY SEWER DETAILS
4OF4
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU501
DRAWING NUMBER
D4
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

BACKFILL
G" OF #G7 STONE WHEN
ROCK OR WATER IS
ENCOUNTERED
FINISHED
GRADE
WATER PIPE BENDS
0 0
AREAS
MAIN
15-I1\1 C.I. OR D.(.
WATER PIPE BENDS
GASKET
TAMPED
TEST PRESSURE
BACKFILL
7
NOTES:
8
•
•'3'-0" MIN.•,'-;•'
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35
OF 200 P.S.I.
OR GREATER.
111
3) FOR ANY VALVES OVER 10' DEEP, A VALVE
12
STEM EXTENSION MUST BE USED TO BRING TO
A DEPTH OF NO MORE THAN 5', EXTENSION
UNDISTURBED
SOIL
G11 O.D. OF PIPE G11 MINIMUM SIDE CLEARANCE
NOTES:
1. 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 BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
PW -1 - TRENCH BOTTOM DETAIL FOR DUCTILE
IRON POTABLE WATER
N.T.S
APPROVED METHOD FOR EXTENSION OF VALVE BOX
51,
C
NOTE: 2'x 2'x G" CONCRETE PAD REQUIRED ON ALL
VALVES. NO FRECA5T CONCRETE DOUGHNUT
ALLOWED.
E STANDARD W-18
K COVER DETAILS.
2'
J I/11V VFiI�V VNLVL
30X TOP SECTION TO 2'►
3E SLIDE SECTION DOMESTIC
CASTING
PAVEMENT
-`d VALVE BOX
COVER 4• : •... .
CONCRETE
PAD
VALVE
BOX
5" SOIL PIPE
EXTENSIONS
TAMPED
BACKFILL
VALVE
1U 1/4--11-
PW -4 - VALVE BOX INSTALLATION AND
EXTENSION DETAIL
N.T.S.
TEE I NTER5ECTION
THRUST BLOCKING
THRUST BLOCK
AREA
NOTES:
I. CONCRETE SHALL BE 3000 PSI
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO STANDARD DETAIL
4. SEE STANDARD THRUST BLOCK TABLE PW -3
FOR AREA OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL HAVE
CONCRETE THRUST BLOCKING.
4F)
1111 11. y.
.le
4.
a
c)(1° RFNIn
PW -2 - THRUST BLOCKING VIEWS
N.T.S
CURB STOP BOX SEE DETAIL W-25 R
12"I � FOR METER BOX 0
I I W
ROADWAY
/, SIDEWALK 5/8" METER DUAL CHECK VALVE
TOP OF VALVE NEEDS BACKFLOW PRE -
TO BE 12" BENEATH VENTION DEVICE
TOP OF METER BOX LID. FLOW
00 Iv
LOCKABLE VALVE PLUG LOCK
3" #G7 STONE STANDARD 3/4"
BACKFILL, TAMPED OR I" SERVICE
IN G" LIFTS° \\��� SIZE
45 UNDISTURBED SOIL
BRASS CURB STOP V3/4' OR 1 "TYPE "K"
MAN SOFT COPPER PIPE, 3' TYPE K SOFT COPPER,
CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END
UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS
COCK FOR SUPPORT
/8
CORPORATION COCK SETTER.
2" COPPER
SER METER YOKE
NOTES:
I . WATER METER AS MANUFACTURED BY 5EN5U5, OR 5CHLUMBERGER.
2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE,
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED
EASEMENT ADJACENT TO R/W.
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER KE5ETTEK CAN BE
USED TO ADJUST TO GRADE. COPPER RE5ETTEK5 ARE PROHIBITED ON NEW SERVICES.
5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1- 1/4" STEEL
UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR
CURB STOP OPERATION.
PW -5 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL
N.T.S.
SEAL
N011111A►11+, ff SEAL
_�'o ssio ���' ��Z
„v�-- 4
"//� LAY
v
vMFK2\4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
REACTION BEARING AREAS
WATER
WATER PIPE BENDS
0 0
AREAS
MAIN
15-I1\1 C.I. OR D.(.
WATER PIPE BENDS
GASKET
TAMPED
TEST PRESSURE
BACKFILL
7
NOTES:
8
1) VALVE BOX NOT TO CONTACT WATER MAIN
BASED ON TEST
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35
OF 200 P.S.I.
OR GREATER.
111
3) FOR ANY VALVES OVER 10' DEEP, A VALVE
12
STEM EXTENSION MUST BE USED TO BRING TO
A DEPTH OF NO MORE THAN 5', EXTENSION
MUST BE A MINIMUM OF 1" SOLID STOCK.
IDARD VALVE BOX
4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85
-OM SECTION
LBS.
1U 1/4--11-
PW -4 - VALVE BOX INSTALLATION AND
EXTENSION DETAIL
N.T.S.
TEE I NTER5ECTION
THRUST BLOCKING
THRUST BLOCK
AREA
NOTES:
I. CONCRETE SHALL BE 3000 PSI
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO STANDARD DETAIL
4. SEE STANDARD THRUST BLOCK TABLE PW -3
FOR AREA OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL HAVE
CONCRETE THRUST BLOCKING.
4F)
1111 11. y.
.le
4.
a
c)(1° RFNIn
PW -2 - THRUST BLOCKING VIEWS
N.T.S
CURB STOP BOX SEE DETAIL W-25 R
12"I � FOR METER BOX 0
I I W
ROADWAY
/, SIDEWALK 5/8" METER DUAL CHECK VALVE
TOP OF VALVE NEEDS BACKFLOW PRE -
TO BE 12" BENEATH VENTION DEVICE
TOP OF METER BOX LID. FLOW
00 Iv
LOCKABLE VALVE PLUG LOCK
3" #G7 STONE STANDARD 3/4"
BACKFILL, TAMPED OR I" SERVICE
IN G" LIFTS° \\��� SIZE
45 UNDISTURBED SOIL
BRASS CURB STOP V3/4' OR 1 "TYPE "K"
MAN SOFT COPPER PIPE, 3' TYPE K SOFT COPPER,
CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END
UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS
COCK FOR SUPPORT
/8
CORPORATION COCK SETTER.
2" COPPER
SER METER YOKE
NOTES:
I . WATER METER AS MANUFACTURED BY 5EN5U5, OR 5CHLUMBERGER.
2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE,
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED
EASEMENT ADJACENT TO R/W.
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER KE5ETTEK CAN BE
USED TO ADJUST TO GRADE. COPPER RE5ETTEK5 ARE PROHIBITED ON NEW SERVICES.
5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1- 1/4" STEEL
UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR
CURB STOP OPERATION.
PW -5 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL
N.T.S.
SEAL
N011111A►11+, ff SEAL
_�'o ssio ���' ��Z
„v�-- 4
"//� LAY
v
vMFK2\4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
REACTION BEARING AREAS
FOR HORIZONTAL
WATER PIPE BENDS
REACTION BEARING
AREAS
FOR
HORIZONTAL
WATER PIPE BENDS
5
BASED ON
TEST PRESSURE
OF 200 P.S.I.
7
2" TYPE "K", 50FT COPPER WITH FLARED ELBOW
8
CORPORATION COCK
BASED ON TEST
PRESSURE
OF 200 P.S.I.
GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN
111
ALL AREAS GIVEN IN SQUARE FEET.
12
2" -GATE VALVE
ALL AREAS GIVEN IN SQUARE FEET.
-Al
=O
02
00
O
-31
o�
o0
Qry
4Q1,7 �J
O /
�P� v
Al
O� QJ
�� O
C� �.`� O� 40
��O
�
Q �O �O/O
� O�
� QO
O4�
�O oo
�O �O
6"
24„
11 1/4° 1,108 1 1 1 1 1 1 2 1
11 1/4° 17,734 5 9 11 3 3 5
18 2
22 1/2° 2,207 1 2 2 1 1 1 3 1
22 1/T 35,305 9 18 22 5 5 9
36 4
45° 4,328 2 3 3 1 1 2 5 1
45° 69,252 18 35 42 9 9 18
70 7
90° 7,996 2 4 5 1 1 2 8 1
90° 127,936 32 64 77 16 16 32
128 13
PLUG 5,655 2 3 4 1 1 2 6 1
PLUG 90,478 23 46 55 12 12 23
91 10
8"
30"
11 1/4° 1,970 1 1 2 1 1 1 2 1
11 1/4° 27,709 7 14 17 4 4 7
2 3
22 1/2 3,922 1 2 3 1 1 1 4 1
22 11fl 55,163 14 28 34 7 7 14
56 6
45° 7,694 2 4 5 1 1 2 8 1
45° 108,206 28 55 65 14 14 28
109 11
90° 14,215 4 8 9 2 2 4 15 2
90° 199,900 50 100 120 25 25 50
200 20
PLUG 10,053 3 5 6 2 2 3 10 1
PLUG 141,372 36 71 85 18 18 36
142 15
12"
36"
11 1/4° 4,433 2 3 3 1 1 2 5 1
11 1/4° 1 39,901 10 20 24 5 5 10 1
40 4
22 1/f 8,826 3 5 6 2 2 3 9 1
22 1/f 79,439 20 40 48 10 10 20
30 8
45° 17,312 5 9 11 3 3 5 18 2
45° 155,816 39 78 94 20 20 39
156 16
90° 31,983 8 16 19 4 4 8 32 4
90° 287,855 72 144 172 36 36 72
288 29
PLUG 22,619 6 12 14 3 3 6 23 3
PLUG 203,575 51 102 122 26 26 51
204 21
16"
48"
11 1/4° 7,881 2 4 1 5 1 1 2 8 1
11 1/4° 70,935 18 36 43 9 9 18
71 8
221 /f 15,691 4 8 10 2 2 4 16 1 2
22 1 /2° 141,218 36 71 85 18 18 36
142 15
45° 30,779 8 16 19 4 4 8 31 4
45° 277,007 70 139 166 35 35 70
277 28
90° 56,861 1 15 29 35 8 8 15 57 6
90° 511,742 128 256 320 64 64 128
512 52
PLUG40,213 10 21 25 5 5 10 41 5
PLUG 1 361,911 1 91 1 181 1 217 46 46 91
362 37
REACTION BEARING AREAS ARE IN SQUARE FEET
MEASURED IN A VER71CAL PLANE IN
THE TRENCH
SIDE AT
AN ANGLE OF 90 TO THE THRUST
VECTOR.
USE 6" - 90 BEND
VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR.
PW -3 -
CONCRETE THRUST
BLOCK SCHEDULE
N.T.S
n
I all N- -1 1 Frl L-Irll F
17 5/8"-
3/ 6 tj TYP.
D
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 L135 +/- 5%
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
7/8"
f T
00 a
+00
y
SECTION B -B
SECTION A -A
PW -6 - WATER METER BOX DETAIL
N.T.S.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
/4"
(c,FF 1\IOTF '�l
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
1
PRECAST MANHOLE, SEE STANDARD DETAIL 5-20
2
TRASH HOOD
3
2" AIR RELEASE VALVE
4
2" CURB STOP BALL VALVE
5
ADAPTER
6
2" MECHANICAL JOINT BRASS PIPE AND FITTINGS
7
2" TYPE "K", 50FT COPPER WITH FLARED ELBOW
8
CORPORATION COCK
9
G" DIAMETER DRAIN
10
GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN
111
PIPE CAP
12
2" -GATE VALVE
SEE STANDARD DETAIL PW- I TO INSURE PROPER BACKFILL.
PW -6A - STD. WATER AIR RELEASE VALVE
N.T.S.
POTABLE WATER DETAILS
1 OF 2
�E
ER
1 . AIR VALVE TO BE P-20 WITH
VACUUM CHECK BY CRI5FIN OR VAL
MATIC VM 45.
2. THE AIR RELEASE MANHOLE SHALL BE
INSTALLED IN THE SHOULDER OR A5 DIRECTED BY
THE ENGINEER.
3. FOR MAINS LOCATED OUT5IDE OF
STREET RIGHT-OF-WAYS THE
MAXIMUM D15TANCE BETWEEN THE
MANHOLE AND THE VALVE BOX SHOULD
BE THREE (3) FEET.
4. MAIN SHALL BE DEEP ENOUGH TO
ACCOMODATE INSTALLATION A5 SHOWN
DATE:
JANUARY 2016
MICE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D5
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

5" STORZ
NOZZLE
32"
18"
2 I" NOZZLES W/
NATIONAL STANDARD
THREADS
GROUND LINE e Y 1 5/8"
NOTES:
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
2. KNIGHTDALE, PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ SILVER BONNETS AND OPERATING NUTS.
4. WENDELL PUBLIC HYDRANTS SHALL BE PAINTED SAFETY YELLOW WITH HIGH REFLECTIVE ALUMINUM
SILVER CAPS, BONNETS, AND OPERATING NUTS
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW
W/SILVER CAPS AND OPERATING NUTS.
5. ROLESVILLE PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
6. OPERATING NUTS NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS 12" OR LARGER SHALL BE
PAINTED BLACK. OPERATING NUTS ON HYDRANTS ANY OTHER SIZE SHALL BE PAINTED SILVER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL & ZEBULON
STANDARD FIRE HYDRANT WITH
5" STORZ PUMPER NOZZLE
DWG. N0. REVISIONS DATE I REVISIONS IDATE
3-1-87 1 ABB 7-21-05
W-5 RRH 3-31-00 1 DHL 2-18-08
PW -7 - FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
CONCRETE THRUST
COLLAR --\
DESCRIP11ONS
REVISIONS
5' MINIMUM
5/8" THREADED RODS
(EACH SIDE) FF -1
D.I. PIPE
PROPERTY MINIMUM 36" HORIZONTAL CLEARANCE
LINE /FROM ANY OBJECT.
/FIRE HYDRANT, PUMPER NOZZLE TO
BE POINTED TOWARDS FIRE TRUCK ACCESS.
TRAFFIC FLANGE BETWEEN
2" - 6" ABOVE GRADE
5' 3'-6" /CURB AND GUTTER PAVEMENT
SIDEWALK
VALVE BOX 6" GATE VALVE
cO COMPACTED BACKFILL CONC. THRUST
N (TAMPED IN 6" LIFTS) BLOCK 1
6" MIN. BRANCH PIPE
MAIN
CONC. SETTING SLAB 3/4" HOT DIPPED
1'-3"x 1'-3"x 4" THICK
GALVANIZED BRIDLE 1'- 0"
ROD MAY BE COUPLED
3000 P.S.I. CONCRETE ONCE.
THRUST BLOCKING 7 CU. FT. CRUSHED
STONE MIN. UNDISTURBED EARTH.
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.
4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION.
6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE
SHALL BE INSTALLED NO MORE THAN 1OFT FROM HYDRANT AND POURED IN CONCRETE.
7. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
OR ANY OTHER WORK CHANGES THE GRADE OF
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD FIRE HYDRANT
INSTALLATION DETAIL
REVISIONS I DATE I REVISIONS C
ABB 4-6-04
PW -8 - FIRE HYDRANT INSTALLATION DETAIL
N.T.S.
III -III -III -III -III- I I -I I I-
-I
:III -III -I - I -I � I -III -I � I -I � 1-
I�111-� 1=� 11-111-111-
UNDISTURBED SOIL
CONCRETE THRUST BLOCK
MECHANICAL JOINT CAP
5' MINIMUM
/-5/8" THREADED RODS
�1 (EACH SIDE)
D.I. PIPE
- BLOCKING
-III-III-III-III-III-III-III-III-I 11-
1 1 1=1 I I-III=1 I I-III=1 I I-III=1 I I-II I-�
I � I I I I IiI I I I liI I I I liI I I I liI I I I liI I I I liI I I I I T l l l l l � l l l l � l
PW -11 - STANDARD CAPPING DETAIL
N.T.S.
SEAL
CA ��fAll/ SEAL
•......... Q(, f%,f
44 -
tlL�00D
CAST DATE
TE9 O
16 18
PLAN VIEW
r
iv
SECTION VIEW
BOTTOM VIEW
Note 1 - "Water" Lettering must be 1"
Raised (Recessed Flush)
Note 2 - Valve Cover shall be domestically
cast.
Note 3 - Cover must have a minimum
weight of 25 pounds.
Note 4 - Cover must be class 35 or
greater.
Note 5 - Cover must meet or exceed
AASHTO H-20 load requirements.
PW -9 - VALVE BOX COVER DETAIL
N.T.S.
REINFORCING REQUIREMENTS
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENGTH
"Y" BAR WEIGHT
NO. REQUIRED
6" - 36"
#5
2'-2"+ O.D. PIPE
1.043 LBS/FT
V_1"
1.1 LBS. EACH
X-24, Y-12
48" & >
#6
3'-0"+ O.D. PIPE
1.502 LBS/FT
V-3"
1.9 LBS. EACH
X-24, Y-12
"X" BA
"A"
"B"
6" - 16"
1'-4"
°° °
e�ro °e4°°O•
20" - 24"
1'-4'•
•• °O•s
�°O°
e
.,
V-4.,
:e
%
oe
1,_8„
s°
e4.
°� •
RESTRAINING GLAND, MIN. 200 PSI PRESSURE
°Ooe ro
•s °,s
4000 OR APPROVED EQUAL
THRUST BLOCKING PER
°'
s o s•e°.b°
SPLIT RING RESTRAINER, MIN. 200 PSI PRESSURE
PW2 & PW3
RATING, STAR PIPE PRODUCTS, SERIES 1000C OR
.row
APPROVED EQUAL
° .%
:e ro• °.
a_
o0
ro° q«•��
LINE SIZE TEMPORARY LINESTOP INCLUDING
° 4b ;`•° °
P,
�a �.% a
COMPLETION PLUG WITH BLIND FLANGE AS
•
ae
oa
EQUAL
b
e
s s
MIN.
L3" CONCRETE
CLEARANCE
MECHANICAL
RESTAINING
COLLAR
NOTES:
1. SEE STANDARD DETAIL PW -2 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. .
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON
STANDARD DETAIL PW -1.
5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL PW -1.
6. MECHANICAL RESTAINING COLLAR SHALL BE AS MANUFACTURED
BY MEGA -LUG OR EQUAL.
106
° 00 poo o0 o o 00
om
bo06
•eo ° °° 0 00
°°6
c•°p.`�O 4. ° °° .ro b•O`•
o:1
o�•
b° .ro' oro•. •.roebe e • o ° °
e e ° o ° e
Leb ° % oro o
0.. a. b .,::do.ero:
CONCRETE--`° qe ```•• `°o
° °`° `` b
r°�bM1• a• .b . roo•,ge og q
°� °:ro eros $O °.rou °!gos b°• s
000•00 ° •OQ°o p o°po 0
0.3" MIN,
CLEARANCE
THRUST COLLAR, AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
6" - 16"
1'-4"
V-7"
20" - 24"
1'-4'•
1,_7»
30" - 36"
V-4.,
V-7"
48" & >
1,_8„
PW -10 - THRUST COLLAR DESIGN DATA FOR WATER MAINS
N.T.S.
NEW TAPPING SLEEVE
AS REQ'D. AS REQ'D. AS REQ'D.
AND VALVE SEE PLAN
0592-0046
DRAWN
CUT AND CAP
DESIGNED
EXIST. WATER MAIN
EXIST. WATER MAINREMOVE
EXIST. WATER
PROD. MGR.
- - - ��-MAIN AS REQUIRED
ROD MJ CAP BACK TO THRUST COLLAR w/ SIX
(6) TIE RODS PER STANDARD DETAIL R-11
RESTRAINING GLAND, MIN. 200 PSI PRESSURE
RATING, STAR PIPE PRODUCTS, STARGRIP SERIES
4000 OR APPROVED EQUAL
THRUST BLOCKING PER
STANDARD DETAILS
SPLIT RING RESTRAINER, MIN. 200 PSI PRESSURE
PW2 & PW3
RATING, STAR PIPE PRODUCTS, SERIES 1000C OR
APPROVED EQUAL
THRUST COLLAR PER STANDARD DETAILS SS -8.
BEARING SURFACES PER DETAIL PW -3 AGAINST
UNDISTURBED SOIL EITHER SIDE OF TRENCH.
LINE SIZE TEMPORARY LINESTOP INCLUDING
LINESTOP FITTING, EQUALIZATION FITTINGS AND
COMPLETION PLUG WITH BLIND FLANGE AS
PROVIDED BY "TEAM INDUSTRIAL SERVICES" OR
EQUAL
v
v MCKM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
PW -12 - NEW TO EXIST. WATER MAIN TIE-IN
N.T.S.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
POTABLE WATER DETAILS
2OF2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MICE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU501
DRAWING NUMBER
D6
>TATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER, CITY OF
RALEIGH AND NCDENR-LAND QUALITY SECTION REPRESENTATIVE PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE.
3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL
BE MADE IMMEDIATELY.
5. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT
OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
6. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS IN ACCORDANCE WITH THE NPDES STABILIZATION
TABLE AND DETAILS EC3 - EC4.
7. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION CONTROL FROM
NCDENR-LAND QUALITY SECTION.
8. 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 SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF-MONITORING REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDANCE WITH NCGS 13A-54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FROM http: //portal.ncdenr.org/web/Ir/erosion. IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS
THE FORM, PLEASE CONTACT THE NCDENR OFFICE AT [phone]. THESE INSPECTION REPORTS ARE TO BE EMAILED,
FAXED OR MAILED AT LEAST MONTHLY TO THE NCDENR OFFICE. FAX: [phone].
9. CONTRACTOR TO POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
10. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF
EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY LINES. CONTRACTOR IS TO CALL
1-800-632-4949 FOR "NC ONE CALL" TO HAVE EXISTING UTILITIES LOCATED.
11. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS, TREE
PROTECTION AREAS AND LIMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES.
12. INSTALL TEMPORARY SILT FENCE/TREE PROTECTION FENCE AND OTHER MEASURES AS SHOWN ON PLANS.
13. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES WHERE REQUIRED TO ACCESS WORK AREA. INSTALL INLET
PROTECTION FOR STORM DRAIN INLETS LOCATED IN FIELD.
14. INSTALL TEMPORARY ARC FILTER INLET PROTECTION AND CHECK DAMS AS SHOWN ON PLANS.
15. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM
SIDE OF THE TRENCH.
16. STABILIZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON PLANS.
17. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE EROSION CONTROL (EC) DETAILS AND
TECHNICAL SPECIFICATIONS.
18. REMOVE TEMPORARY CONSTRUCTION ENTRANCES WHEN WORK IS COMPLETE IN AN AREA.
19. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED, AND OTHER CONSTRUCTION IS COMPLETE, CONTACT NCDENR-LAND
QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES.
20. AFTER SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM ENGINEER TO REMOVE ALL
TEMPORARY MEASURES. ONCE APPROVAL IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION AS REQUIRED AND ON ANY RESULTING BARE AREAS. REPAIR ANY AREAS DISTURBED DURING REMOVAL.
EC -1.1 - EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
TALL FESCUE 80
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 Ib/acre GERMAN MILLET OR 15 Ib/acre SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST POSSIBLE
FALL AUG. 15 -SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR. 21 FEB. 1 -APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE
LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL
LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre), NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH
DAMAGED AREAS IMMEDIATELY.
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
TALL FESCUE 200
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 Ib/acre SUDANGRASS OR 15 Ib/acre GERMAN MILLET. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 Ib/ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 - OCT.
POSSIBLE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 Ib/acre RYE
GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 Ib/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 Ib/acre 10-10-10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND TO THE TOP OF BANK. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 Ib/acre GRAIN STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER THE
TOP. IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000 LB/ACRE.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 Ib/acre 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4
INCHES.
NOTE:
SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING
DESIGN MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT
SEEDING OPTIONS.
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS.
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF
DEEMED NECESSARY BY EITHER THE ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, CONSTRUCTION ENTRANCE, ETC.)
SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
5. DUST ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE
OF OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY
PROHIBITED.
6. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY
CONSTRUCTION ENTRANCES, CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT
CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE INTERCEPTED AND TRAPPED
BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE
ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1 -FOOT IN
DEEP.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED
CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED OFF SITE, IN ACCORDANCE WITH
LOCAL AND STATE SOLID WASTE REGULATIONS.
10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
11. REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL REQUIREMENTS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR
SPOIL AREAS OR DISTURBED AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL
COST ASSOCIATED WITH OBTAINING PERMIT.
13. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN
WRITTEN APPROVAL FROM ENGINEER FOR VARIANCE.
14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE
SHALL BE SEEDED PER SIDE DITCH SEEDING SCHEDULE DETAIL USING SEEDBED PREPARATION
SCHEDULE DETAIL.
15. TOTAL DISTURBED AREA IS 3.6 ACRES.
16. IF RIP -RAP IS REQUIRED, THE FOLLOWING IS REQUIRED.
A. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH LAYER OF
STABILIZATION STONE ON A NON -BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP -RAP
SHALL IMMEDIATELY FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM
AND FORM A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING
BASE OF STONE OR DRAINAGE FABRIC WHEN PLACING STONE. COST OF THE STONE BASE
OR FABRIC SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP -RAP.
B. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES AND THE MINIMUM
THICKNESS OF THE RIP -RAP LAYER SHALL BE 18 INCHES.
C. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0
VERTICAL. FINISHED GRADE OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING
AREA.
D. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY
AFTER SEVERE STORMS) AND REMOVE BRUSH GROWTH BETWEEN STONES.
17. A 1/4" LAYER OF FINES/SCREENINGS SHOULD BE PLACED IN AREAS WHERE TRENCH MATERIAL
IS TO BE STOCKPILED ON ASPHALT DURING CONSTRUCTION.
EC -1.2 - EROSION CONTROL NOTES
RECOMMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
SEEDING MIXTURE
RECOMMENDED APPLICATION RATE: 20-25 LBS. PER ACRE
SPECIES
COMMON NAME
PERCENT
ELYMUS VIRGINICUS
VIRGINIA WILD RYE
15
PANICUM VIRGATUM
SWITCHGRASS
15
AGROSTIS STOLONIFERA
CREEPING BENTGRASS
10
RUDBECKIA HIRTA
BLACK-EYED SUSAN
10
COREOPSIS LANCEOLATA
COREOPSIS
10
PANICUM CLANDESTINUM
DEER TONGUE
10
ANDROPOGON GERARDII
BIG BLUESTEM
5
JUNCUS EFUSUS
SOFT RUSH
5
ECHINOCHLOA MURICATA
AWNED BARNYARD GRASS
5
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
5
SORGHASTRUM NUTANS
INDIAN GRASS
5
TRIPSACUM DACTYLOIDES
GAMMA
5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED
EQUAL.
SEEDING DATES:
BEST: MAR. 1 - MAY 1
POSSIBLE: OCT. - FEB.
.r:•�y�a.�ul:•�y t•�����mi,l�lc•�yaira•t:3a
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2 INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 Ib/acre GROUND AGRICULTURAL
LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. MOWING IN AUGUST - SEPTEMBER ONLY TO HELP
DISPERSE SEEDS.
EC -4 - PERMANENT SEEDING SCHEDULE
N.T.S
DESCRIPTIONS
REMSIONS
IF CRIMPING IS TO BE USED, INSTALL 1/2 OF THE MULCH, THEN CRIMP, AND
INTALL THE OTHER 1/2 OF MULCH ON TOP.
SEAL
1`,���►�l t
SEAL
CA►��,+r',,ff
.s` N... 0 tssio
„p-- 4
LAY 1NQ
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE EC -4).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEE EC -4 FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
EC -2 - SEEDBED PREPARATION
N.T.S
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
SEDIMENT ON SITE
Perimeter dikes, swales, ditches, slopes
7 days
None
° High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not than 2:1, 14 days
OF PROPOSED STREET
F o
steeper are allowed.
Slopes 3:1 flatter
14 days
7 days for than 50' in length.
or
Ix
slopes greater
I \ All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
EXISTING
ROADWAY
6" MIN. a :;•;tea; opo
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RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYONDJUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500'): FEB. 15 - MAY 15
(BELOW 2,500'): FEB. 1 - MAY 1
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 -APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL
LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre),
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000
LB/ACRE.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS: AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND
AGRICULTURAL LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre),
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL. * IF WOOD CELLULOSE MULCH IS USED, APPLY 4,000
LB/ACRE.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 Ib/acre OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 Ib/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS)
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT
A RATE OF 50 Ib/acre.
SEEDING DATES:
MOUNTAINS MAY 15 -AUG. 15
PIEDMONT: MAY 1 -AUG. 15
COASTAL PLAIN: APR. 15 -AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/acre GROUND AGRICULTURAL
LIMESTONE AND 750 Ib/acre 10-10-10 FERTILIZER
MULCH:
APPLY 4.000 Ib/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT (min. 400 gal/acre),
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
EC -3 - TEMPORARY SEEDING SCHEDULE
N.T.S
PLAN
NEW CONSTRUCTION
70' MIN. (SEE NOTE 5). 30' MIN.
FABRIC UNDER STONE
CROSS SECTION
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 TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE 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 FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
2" MIN.
4. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL
CONSTRUCTION ENTRANCES
5. 6" DEEP SECTION MAY BE REDUCED IN LENGTH IF
CONSTRUCTION SITE DOES NOT ALLOW FOR THE FULL 70'.
EC -5 - TEMPORARY CONSTRUCTION ENTRANCE
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
EROSION CONTROL DETAILS
1 OF 3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
100' (SEE NOTE 5)
MICE PROD. #
BUT SUFFICIENT TO KEEP
DRAWN
SEDIMENT ON SITE
DESIGNED
SHK, BRL
CHECKED
00 0 0
00 �b o 0000 0 000 �0 0 o`bo 000
PROJ. MGR.
0 00 0 00 0
0
25' OR FULL WIDTH
Z ¢
000
00 2" - 3" STONE TO BE USED -0
OF PROPOSED STREET
F o
0 0 ( SURGE STONE OR o 0
OR ENTRANCE,
O
0000 RAILROAD BALAST) o
WHICHEVER IS
Ix
000
000 0 0 00
000000 00 $000
GREATER.
8 0 ooW o0 0 0 000000 g0 00 00
0 00 00
00 00 0 00000000$00 00 00 0
PLAN
NEW CONSTRUCTION
70' MIN. (SEE NOTE 5). 30' MIN.
FABRIC UNDER STONE
CROSS SECTION
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 TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE 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 FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
2" MIN.
4. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL
CONSTRUCTION ENTRANCES
5. 6" DEEP SECTION MAY BE REDUCED IN LENGTH IF
CONSTRUCTION SITE DOES NOT ALLOW FOR THE FULL 70'.
EC -5 - TEMPORARY CONSTRUCTION ENTRANCE
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
EROSION CONTROL DETAILS
1 OF 3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MICE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
I1-YA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
IWOiffi.45010 OWN
m =m.6 0
0
n
O
1
CV
FRONT VIEW
STEEL POST
-WOVEN WIRE FABRIC
-WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
-GRADE
-6" MIN. COVER
OVER SKIRT *
EXTEND WIRE 6" MIN. INTO
TRENCH AND ANCHOR
SKIRT AS DIRECTED BY
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
II
gill IIIII
* FOR REPAIR OF SILT FENCE
FAILURES, USE No. 57
WASHED STONE.
40"�
t TREE PROTECTION AREA
18
DO NOT ENTER
WARNING SIGN DETAIL
SIDE VIEW ENGINEER
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 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' 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 BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH
THE FENCE) AND DESIGN CRITERIA.
11. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS.
13. SEE N.C. DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARRALELL WITH THE TOE OF THE FENCE).
EC -6 - TEMPORARY SILT/TREE PROTECTION
FENCE
N.T.S
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP
X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECPS EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW
OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECPS BACK OVER
SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH
OF THE RECPS.
3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY
(FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. RECPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY
FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT
SYSTEM TM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -5" (5
CM -12.5 CM) OVERLAP DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END
(SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'S
WIDTH.
NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECPS.
EC -10 - TEMPORARY STABILIZATION FOR
SLOPES GREATER THAN 10 FEET
N.T.S
C
0 IN FA
L(
i
L
F
i
MINIMUM 10
GAUGE LINE WIRES
8'-0" MAXIMUM
FRONT VIEW
NOTE:
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. MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS.
4. FLOW SHALL NOT RUN PARALLEL WITH THE
FENCE.
5. END OF SILT FENCE NEEDS TO BE TURNED
UPHILL.
6. SEE N.C. DENR PRACTICE STANDARDS &
SPECIFICATIONS SEDIMENT FENCE SET FOR
CONDITIONS WHERE PRACTICE APPLIES:
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
12-1/2 GAUGE
DIATE WIRES
)E
2'-0"
EC -7 - TEMPORARY SILT FENCE
N.T.S
Li =
U w U
Z U Q W
QZ
w x F--
0 O
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cV
W X Z
(nM(V
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>
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W
GRADE
6" MINIMUM COVER OVER
SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
U
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LLd o
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EC -11 - STONE RELIEF OUTLET DETAIL
N.T.S
SEAL
W►�l t CASEAL
ALA.- 4
L A T 1NQ
w
x
bo
1 40"
NOTES:
OVEN WIRE FABRIC
0592-0046
T
STEEL POST
3
WATER COURSE BUFFER
SILT FENCE FABRIC
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
4"
PROTECTION FENCE
Z
3.
-0"
DO NOT ENTER
2s"
3 FILL SLOPE
Z
2'-0"
EC -7 - TEMPORARY SILT FENCE
N.T.S
Li =
U w U
Z U Q W
QZ
w x F--
0 O
J Z J
] w Q U
0
M
zO
F-
W,
V)
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cV
W X Z
(nM(V
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U
W
GRADE
6" MINIMUM COVER OVER
SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
U
(Y
m
w Z
LLd o
J �
Mo
I jQ O
L -jO
Hw U
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00
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EC -11 - STONE RELIEF OUTLET DETAIL
N.T.S
SEAL
W►�l t CASEAL
ALA.- 4
L A T 1NQ
w
x
bo
1 40"
NOTES:
4"
0592-0046
T
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
3
WATER COURSE BUFFER
I
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
4"
PROTECTION FENCE
18"
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
3
DO NOT ENTER
4. FOR WATERCOURSE BUFFER PROTECTION AREAS LESS THAN 200' IN PERIMETER,
4"
PROVIDE NO LESS THAN ONE SIGN PER PROTECT10N AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
WARNING SIGN DETAIL
6. MAINTAIN WATERCOURSE BUFFER PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT
BASED ON ACTUAL FIELD CONDITIONS.
8. PLACE A SIGN AT EACH END OF LINEAR WATERCOURSE BUFFER PROTECTION AND 50'
ON CENTER THEREAFTER.
SKIRT 6" OF #5 WASHED STONE MAY BE
MINIMUM USED OVER TURNDOWN.
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAUGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENINGS. ORANGE SAFETY FENCE IS REQUIRED AT BACK
OF SILT FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS OR WETLANDS (REFER TO SWIM
BUFFER GUIDELINES).
7. SILT FENCE ALONG ACCESS ROAD TO POND SHALL BE SET A MINIMUM OF 5' FROM TOE OF SLOPE WHERE FILL IS
PLACED DURING EROSION CONTROL PHASING.
B. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND WETLAND CROSSINGS, THE FENCING SHALL BE SPACED
A MINIMUM OF 3' APART.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
THE BARRIER ST1LL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH 1 -FOOT IN HEIGHT OF THE BARRIER. ANY
SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO
THE EXISTING GRADE, PREPARED AND SEEDED.
EC -8 - TEMPORARY SILT FENCE FOR HIGH
HAZARD AREAS
N.T.S
O / INVERT
/ PIPE
CLASS 1 RIP RAP(SEE SECTION
\F�p� ASI BELOW)
i l� //
\\\\ CLASS 1 RIP RAP/
H AD ALL
�FD/�F�////ll///////lllll j #57 SHED STONE.
TSTORAGEARE �� 1' ICK X 3' HIGH MIN.
/PERSPECTIVE
VIEW
AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT
(CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL
1 NATURAL
_ _ GROUND
3 - --FLO`.": - - - - -
CLASS 1 RIP -RAP FILTER FABRIC
#57 WASHED STONE 1' MIN. THICKNESS
MAX. SEDIMENT DEPTH(CLEAN OUT POINT)
SECTION THRU BASIN. FILTER AND CULVERT PIPE
NOTE:
1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS DESIGNED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS OTHERWISE NOTED.
3. MAINTENANCE: REMOVE SEDIMENT & RESTORE THE SEDIMENT STORAGE AREA TO IT'S
ORIGINAL DIMENSION WHEN SEDIMENT HAS ACCUMULATED TO 1/2 DESIGN DEPTH OF THE
TRAP.
4. ANY RIP -PAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
5. IF EXCAVATED STORAGE AREA IS USED AS TEMPORARY SEDIMENT TRAP, THE DESIGN
CRITERIA FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.
EC -12 - ARC FILTER BASIN DETAIL
N.T.S
�
1vICII4M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PLAN VIEW
CLASS B RIPRAP I-1.5'
12" OF NCDOT #5 OR o
#57 WASHED STONE \2.,
F 24" MAX.
gTT�RAT CENTER
FILTER CLOTH
4' TO 6'
SECTION VIEW A -A
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP
WATER FROM CUTTING AROUND THE DAM.
MATTING/STABILAZATION L = THE DISTANCE SUCH THAT POINTS
\ A AND B ARE OF EQUAL ELEVATION
A L B
NOTES:
SPACE CHECK DAM IN A CHANNEL SO THAT THE CREST
OF DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF
UPSTREAM DAM
CHECK DAM SPACING
CONSTRUCTION SPECIFICATIONS:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER
DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
8. ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAMS ARE NOT SUBJECT TO DAMAGE
OR BLOCKAGE FROM DISPLACED STONES.
9. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
10. MAINTENANCE; CLEANOUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
EC -9 - STONE CHECK DAM
N.T.S
SIGN
:1
8'X8'
MIN.
:1
BERM
PLAN
BERM AROUND PERIMETER
3:1 MAX SIDE SLOPES
12" MIN. GROUND SURFACE
I---1
12"
NON -PERMEABLE GEOMEMBRANE
LINER. TUCK 6" INTO BERM AS
COMPACTED 8'X8' MIN. SHOWN ON ALL SIDES.
EMBANKMENT
MATERIAL (TYP.)
SECTION
CONCRETE WASHOUT AREA INSTALLATION NOTES:
1. SEE TRAFFIC CONTROL PLAN SHEETS FOR LOCATIONS OF CONCRETE
WASHOUT AREA. (TO BE PLACED A MINIMUM OF 50 FT FROM INLETS,
BODIES OF WATER, AND DRAINAGEWAYS.)
2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY
CONCRETE PLACEMENT ON SITE.
3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE
WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE
LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE
TRUCKS AND PUMP RIGS.
4. EXCAVATED MATERIAL SHALL BE USED IN PERIMETER BERM CONSTRUCTION.
CONCRETE WASHOUT AREA MAINTENANCE NOTES:
1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR
CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED
CONCRETE.
2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED
AND DISPOSED OF AT APPROVED WASTE SITE.
3. AFTER REMOVAL OF CONCRETE WASHOUT AREA, SEED DISTURBED AREA.
4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.
EC -13 - CONCRETE WASHOUT AREA DETAIL
N.T.S
EROSION CONTROL DETAILS
2OF3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D8
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

e.
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EC -14 - TYPICAL STRAW WITH NET LINING
DETAIL
N.T.S
DIVERSION DIKE I 4' MIN � -ISLAND OVER INLET
rrrr s 3 1 1.5' MIN
HOLD-DOWN STAKES
.,
_ -_ _
10' SPACING I I INLET-
� - I
EC -18 - TEMPORARY SLOPE DRAIN
N.T.S
4' MAX.
NCDOT #5 OR #57
WASHED STONE
�9-GAUGE HARDWARE
CLOTH (J" MESH
OPENINGS)
2'
NCDOT #5 OR #57
WASHED STONE
7 16" MIN.
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
EC -15 - HARDWARE CLOTH & GRAVEL INLET
PROTECTION
N.T.S
FLARED EP
A
2'
L
MATTING
A
.:ITH NATIVE
GRASSESAT TIME OF
INSTALLATION
4.0' VEGETATED
A FLOW
3 3 FILTER STRIP
F 1
24" 1.0 1TUCK EACH SIDE
CLASS B RIPRAP
1.0'
6" CABC
FILTER FABRIC
SECTION A -A
A
PLASTIC
D
E
F
CORRUGATED
8.0'
4.25'
6.0'
1.75'
PIPE
I _OF
*14.0'
*7.0'
STABILIZE
I I
12"
HOAND-COMPACTED
OUTLET PER
SCOUR HOLE
*7.0'
�I
n I=1 I
*11.0'
FILL (ISLAND)
DETAIL
MAXIMUM D.A.= 5 ACRES WITHOUT
I
r'THISI
SUPPORTING CALCS.
0.5'
SE
SLOPES) I I I I '
I_ I I TOP OF
4' min
min
SHEET
COMMONLY USED.
DIVERSION\
a, MACHINE COMPACTION OF ALL FILL
IJII
IS REQUIRED. DIVERSIONS
_III I I -I
I I ; NATURAL GROUND 1' MIN
1.5' MIN .
e 3:1
SEDIMENT- LADEN STORMWATER
-I IST 14
° 4
INTO A SEDIMENT CONTROL DEVICE
J., TO LIMITS
DITCH
I I 4' MIN I
DIVERSION CHANNEL
CLEARING AND GRUBBING OF THE
- -
AREA (OR IN CONJUNCTION WITH
LEVEL SECTION
THIS OPERATION) IF SEDIMENT
18" MIN
CONTROLS AND DIVERSIONS ARE
FLOW
INSTALLED AS EACH CRITICAL
OUTLET La W DEPTH
LINING
I� , 1111 -III-
b, DIVERSIONS SHOULD BE LOCATED
.............ij_I=
SIZE (FT.) (FT.) (IN.)
CLASSIFICATION
CONSTRUCTION OPERATIONS.
11�
TO LIMITS
c, DIVERSIONS SHOULD BE SEEDED
12" 8.0 6.0 22
CLASS B
6" EACH SIDE,
IF APPLICABLE
15" 14.0 24.0 22
CLASS B
BUT ONCE A WEEK REGARDLESS.
EC -18 - TEMPORARY SLOPE DRAIN
N.T.S
4' MAX.
NCDOT #5 OR #57
WASHED STONE
�9-GAUGE HARDWARE
CLOTH (J" MESH
OPENINGS)
2'
NCDOT #5 OR #57
WASHED STONE
7 16" MIN.
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
EC -15 - HARDWARE CLOTH & GRAVEL INLET
PROTECTION
N.T.S
FLARED EP
A
2'
L
MATTING
A
.:ITH NATIVE
GRASSESAT TIME OF
INSTALLATION
4.0' VEGETATED
A FLOW
3 3 FILTER STRIP
F 1
24" 1.0 1TUCK EACH SIDE
CLASS B RIPRAP
1.0'
6" CABC
FILTER FABRIC
SECTION A -A
A
B
C
D
E
F
TYPE -1 12"
8.0'
4.25'
6.0'
1.75'
7.5"
TYPE -2 15"
*14.0'
*7.0'
*24.0'
*11.0'
12"
TYPE -3 N/A
*14.0'
*7.0'
*24.0'
*11.0'
12"
*APPROXIMATE DIMENSIONS DUE TO IRREGULAR SHAPE.
EC -19 - SCOUR HOLE
N.T.S
SEAL
111A1110//j°+'i SEAL
Ro
„v�-- 4
L A T 1N0
���
TEMPORARY SILT FENCE FOR
HIGH HAZARD AREAS.
REFER TO DETAIL EC -8.
\ SLOPE
\F
TUNNEL LAUNCH PIT - - -
/ I SLOPE
/ SPOIL PILE
(EITHER OR BOTH SIDES)
TEMPORARY SILT FENCE
FOR HIGH HAZARD
AREAS.
REFER TO DETAIL
TUNNEL RECEIVING PIT
II \
(EITHER OR
BOTH SIDE
-'CE FOR
?ARD
BORING PIT I I RECEIVING PIT
NOTE:
1. CONTRACTOR TO PROVIDE SEDIMENT PITS AS NECESSARY. ALL PITS SHALL BE
PROTECTED AS WELL AGAINST SEDIMENTATION RUNOFF.
2. ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA.
3. CHECK DAMS REQUIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION
ENTRANCES.
EC -16 - SILT FENCING LAYOUT AT TUNNEL
LOCATIONS
N.T.S
2' MIN 2' MIN
NOTES:
MICE PROD. #
LINER (TYP.)
DRAWN
POSITIVE GRADE MUST BE PROVIDED
DESIGNED
SHK, BRL
' • )III
TO ASSURE DRAINAGE.
•
BRL
IF SLOPE EXCEEDS 2%, SEED AND
SLOPE 2:1
)III■I.,
FLOW
...
....'. I■r_..,►...;I���
MULCH DIVERSION.
MAX (TYP)
I
TRY NOT TO EXCEED 5%.
18'MIN
::::::::::::::::::::::::::::::::::-.-
►/►���►l��. ■ • • ►�����►��
MAXIMUM D.A.= 5 ACRES WITHOUT
NATURAL GROUND _ -
----- - iil-
SUPPORTING CALCS.
OR FILL OR CUT - I
III
DIVERSIONS AT THE TOP OF SLOPES
SLOPES) I I I I '
MUST EMPTY INTO AN APPROVED
COMPACTED FILL
BERM
SLOPE DRAIN. BERM/DITCH IS MOST
COMMONLY USED.
18" MIN FLOV
a, MACHINE COMPACTION OF ALL FILL
IJII
IS REQUIRED. DIVERSIONS
II -III -III -III III -n'
III-"'-"
SUFFICIENT TO DIRECT ALL
.11l -LLQ
SEDIMENT- LADEN STORMWATER
IIT_ I-111111
ll
_
INSTALL LINER
INTO A SEDIMENT CONTROL DEVICE
J., TO LIMITS
DITCH
MUST BE INSTALLED PRIOR TO
SHOWN. TUCK
CLEARING AND GRUBBING OF THE
6" EACH SIDE,
AREA (OR IN CONJUNCTION WITH
IF APPLICABLE
THIS OPERATION) IF SEDIMENT
18" MIN
CONTROLS AND DIVERSIONS ARE
FLOW
INSTALLED AS EACH CRITICAL
�I12" MIN �/
POINT IS REACHED).
I� , 1111 -III-
b, DIVERSIONS SHOULD BE LOCATED
.............ij_I=
TO MINIMIZE DAMAGES BY
- _ - -
INSTALL LINER
CONSTRUCTION OPERATIONS.
11�
TO LIMITS
c, DIVERSIONS SHOULD BE SEEDED
BERM/DITCH SHOWN. TUCK
AND MULCHED.
6" EACH SIDE,
IF APPLICABLE
d, CHECK DEVICE AFTER EACH RAIN,
BUT ONCE A WEEK REGARDLESS.
MAINTENANCE
REPAIR AS NECESSARY.
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
DITCH #
IFLOW DEPTHI
LENGTH
LINER
1
1 0.25'
1 80'
STRAW W NET
NORTH AMERICAN GREEN SC250 TURF REINFORCEMENT MAT
EC -17 - TEMPORARY DIVERSION DITCH
N.T.S
RIP RAP SPILLWAY
AT LOW POINT CONTRACTOR SHALL REMOVE SEDIMENT AT
SPILLWAY LOCATION AS NEEDED TO
PREVENT CLOGGING
O
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SLOPE
PLAN VIEW
SILT FENCE/TREE PROTECTION
FENCE ALONG TOP OF BERM
\�
1 � 1' MIN.
EXISTING
GRADE
3'___1\
?/ Y3'
3'
TYPICAL SECTION VIEW
EC -20 - SEDIMENT TRENCH
N.T.S
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
!3 �3
O O
SEDIMENT TRENCH
(SEE CROSS SECTION)
2' /-CL. 1 RIP RAP
EXISTING
\ GRADE
D,. 3'
3' #57 WASHED STONE
SECTION VIEW ® SPILLWAY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
SIDE VIEW
NOTE: FOR TREE PROTECTION ONLY
flillill
ORANGE, UV RESISTANTHIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) 1111 ll�ll
FRONT VIEW
40"
h TREE PROTECTION AREA
h DO NOT ENTER
a
WARNING SIGN DETAIL
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. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
EC -21 - STANDARD TREE PROTECTION DETAIL
N.T.S
EROSION CONTROL DETAILS
3OF3
DATE:
JANUARY 2016
MICE PROD. #
0592-0046
DRAWN
. � �■■IIIII
DESIGNED
SHK, BRL
' • )III
CLW, JSL
•
BRL
)III■I.,
...
....'. I■r_..,►...;I���
►/►���►l��. ■ • • ►�����►��
t4
♦� ♦t1/��1 %was
NOR,
105 6261110111
0
III101;
_._._►_._.i. ■■M0 -F."
.,._s,,,IIOw
_.i
SIDE VIEW
NOTE: FOR TREE PROTECTION ONLY
flillill
ORANGE, UV RESISTANTHIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) 1111 ll�ll
FRONT VIEW
40"
h TREE PROTECTION AREA
h DO NOT ENTER
a
WARNING SIGN DETAIL
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. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
EC -21 - STANDARD TREE PROTECTION DETAIL
N.T.S
EROSION CONTROL DETAILS
3OF3
DATE:
JANUARY 2016
MICE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 501
HORIZONTAL'
DRAWING NUMBER
NA
VERTICAL:
D9
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

NOTE:
CONTRACTOR MAY USE INTERMEDIATE
COFFER DAM ALONG STREAM ALIGNMENT TO
ALLOW PHASED CROSSING w/A MAXIMUM OF
2 SEPARATE BYPASS PHASES.
STREAM
DELINEATION
SILT BAG OR OTHER
SEDIMENT FILTER DEVICE
TEMPORARY
RIPRAP
CONSTRUCTION
ENTRANCE \°m
-SSF SSF SSF SSF SSF
� c9
MAXIMUM
DISTURBANCE -\
EQUALS TOTAL �\
WIDTH OF s� �
CONSTRUCTION \\
LIMITS PER PLANS ��(P
NEW SANITARY'
SEWER LINE
STONE OUTLET TO BE PLACED
ON THE DOWNSTREAM SIDE
OF CROSSING (TYP)
(REFER TO DETAIL EC -11)
INTERMEDIATE COFFER DAM
(SEE NOTE)
a0.
WOODMAT TEMPORARY
HOZ CROSSING
REFER TO DETAIL THIS SHEET
V3
DOUBLE ROW HIGH
�t� G HAZARD SILT
FENCE AS SHOWN
m ON PLANS
COFFER DAM
SEE DETAIL THIS
SHEET (TYP. AT
EACH SIDE OF
DISTURBED LIMITS
SF SF SF
000000
-SF-SF-SF
I s�-
SSF s SF SF SFSSF-
\'-H
ILT FENCE SHALL BE PLACED
LONG TOP OF BANK AFTER
NSTALLATION OF SANITARY
EWER AND DURING
ON -CONSTRUCTION WORK
OURS.
STREAM PUMP AROUND.
OUTLET TO DISCHARGE ON
SANDBAG OR RIPRAP
DISSIPATION.
REFER TO DETAIL SWP-4
JORK AREA
SWP-1 - TEMPORARY STREAM CROSSING LAYOUT
N.T.S
WETLAND
DOUBLE ROW OF HIGH
HAZARD SILT FENCE
REFER TO DETAIL EC -8
MAXIMUM
DISTURBANCE
EQUALS TOTAL
WIDTH OF
CONSTRUCTION
LIMITS PER PLAN
LIMITS OF -
DISTURBANCE
(TYP)
y
_V
-LoD-�OD--�Oc
y
_V
-STONE OUTLET TO BE PLACED
ON THE DOWNSTREAM SIDE
OF CROSSING (TYP)
(REFER TO DETAIL EC -11)
LIMITS OF
DISTURBANCE
(TYP)
PROPOSED
SANITARY SEWER
LINE
DOUBLE ROW OF HIGH
HAZARD SILT FENCE
REFER TO DETAIL
EC -8
NOTES:
1. THE TOP 12" OF SOIL REMOVED FROM THE DISTURBED WETLAND AREA SHALL BE STOCKPILED
ADJACENT TO THE WORK AREA AND REUSED FOR FINAL BACKFILL AT THE RESTORED GROUND
SURFACE.
2. THE CONTRACTOR SHALL USE MATTING OR OTHER MEASURES NECESSARY FOR CROSSING
WETLAND AREAS DURING EXCAVATION, INSTALLATION AND BACKFILL OF THE SANITARY SEWER.
3. WETLAND AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION GROUND ELEVATIONS AND
REPLANTED IN ACCORDANCE WITH THE WETLAND SEEDING SCHEDULE, TECHNICAL
SPECIFICATIONS AND THE APPROVED SECTION 404/401 NATIONWIDE PERMIT.
SWP-5 - TEMPORARY WETLAND CROSSING
N.T.S
INSTALL TEMPORARY
CONSTRUCTION ENTRANCE PER
DETAIL D7.CS-5 ON BOTH
SIDES LEADING UP TO
TEMPORARY CROSSING (TYP.)
WOOD MAT
GLASS1 STONE
(TYP.)
INSTALL SILT)
FENCE ALONG INSTALL SILT
APPROACH ON FENCE ALONG
BOTH SIDES EXISTING APPROACH ON
STREAM FILTER FABRIC BOTH SIDES
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT REMOVE STUMPS EXCEPT AS NECESSARY
DURING INSTALLATION OF NEW PIPELINE. DO NOT EXCAVATE CHANNEL BOTTOM.
4. LINE STREAMBANK AND ACCESS RAMP AREA WITH NON -WOVEN FILTER FABRIC.
5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW WHEREVER PRACTICAL.
6. MAINTAIN CROSSINGS SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL.
7. BUTT THE EDGES OF BRIDGE MATS TIGHTLY TOGETHER TO REDUCE THE GAP BETWEEN PANELS.
8. STABILIZE AN ACCESS RAMP OF CLASS 1 STONE TO THE EDGE OF THE MAT.
9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORT THE LARGEST VEHICLE CROSSING
THE CHANNEL. IF BRIDGE SUPPORT PIERS, BEAMS, OR ANY TYPE OF REINFORCEMENT ARE REQUIRED WITHIN
THE STREAM BANKS, CONTRACTOR SHALL HAVE BRIDGE SUPPORT PLAN PREPARED BY LICENSED ENGINEER
IN THE STATE OF NC. BRIDGE PLAN SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION OF BRIDGE.
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED,
RECOMMENDED AT A 5:1 SLOPE.
11. FILTER FABRIC OF SUFFICIENT STRENGTH SHALL BE ATTACHED TO THE UNDERNEATH OF THE MAT TO
PREVENT LOOSE DEBRIS FROM TIRES FALLING INTO STREAMS OR WETLANDS.
12. OTHER TYPES OF TEMPORARY BRIDGES SUCH AS "MABEY" BRIDGES MAY BE USED WITH SUBMITTAL OF AN
ALTERNATIVE BRIDGE PLAN AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
13. SIDE BOARDS SHALL BE A MINIMUM OF 12" IN HEIGHT.
14. CONTRACTOR TO ENSURE NO GAPS BETWEEN TIMBERS AND SIDEBOARDS.
SWP-2 - WOODMAT TEMPORARY CROSSING
DETAIL
N.T.S
TO BE INSTALLED AT MAXIMUM 150' INTERVALS FOR PIPE
CONSTRUCTED WITHIN WETLAND AREAS.
TRENCH WIDTH 12" MIN. INTO
VIRGIN MATERIAL
(TYP)
........ ........ 12„
MIN.
SEWER ••••••
....... .......
PIPE (DIA.
VARIES)
BENTONITE - +
TO BE ADDED .... ....
AS FOLLOWS:
SANDY SOILS
6% BY WEIGHT
.......... ..........
SILTY SOILS •„„„„„•„
3% BY WEIGHT
SILTY CLAYS
0% BY WEIGHT 112" MIN. INTO
VIRGIN MATERIAL
24" (TYP)
SEWER (TYP)
PIPE (DIA. „ . „ „ „ „ BENTONITE - TO
VARIES) BE ADDED AS
FOLLOWS:
„- -„ SANDY SOILS
6% BY WEIGHT
„ , „ „ • „ SILTY SOILS
3% BY WEIGHT
„ • • ' ..SILTY CLAYS
::::: 0% BY WEIGHT
BENTONITE
12" MIN. INTO
VIRGIN MATERIAL
(TYP)
NOTE: CONTRACTOR MAY CONSTRUCT EXCAVATABLE FLOWABLE FILL
ANTI -SEEP COLLAR IN LIEU OF THE BENTONITE ANTI -SEEP COLLAR
SHOWN ABOVE WITH PRIOR APPROVAL BY ENGINEER.
SWP-6 - ANTI -SEEP COLLAR DETAIL
N.T.S
SEAL
1`,���►�i t CARSEAL
„v�-- 4
LAY1NQ'k
103
I 0
POLYETHYLENE MEMBRANE ON
FACE 20 MIL THICK
LIMITS OF C
DISTURBANCE`"'
(SEE NOTE 1)
In.tea.- G.vP.y
NI J
FLOW >
0
z
SANDBAGS, CLASS 1 RIP RAP
OR OTHER NON -ERODIBLE
MATERIAL
SYNTHETIC FILTER FABRIC -
LEVEL WITH TOP OF BANK
OR AS NECESSARY
CLASS 2 RIP RAP, NJ BARRIER
OR OTHER APPROVED MATERIAL c
(IF USING RIP -RAP DOWNSTREAM,
SLOPE NO GREATER THAN 2.0: 1)
FPIPELINE
SEE PROFILE FOR
ELEVATION
NOTES:
1. CONTRACTOR SHALL INSTALL COFFER DAMS WITH ENOUGH SEPARATION FROM THE PROJECT
CONSTRUCTION LIMITS OF DISTURBANCE TO PLACE PUMP INTAKE AND DISCHARGE HOSES,
DISSIPATORS AND SEDIMENT FILTER STRUCTURES.
2. TEMPORARY PRE -FABRICATED COFFER DAMS SUCH AS PORT -A -DAM AND OTHERS MAY BE
USED IN SUBSTITUTION TO THE SANDBAG/RIP-RAP DAM WITH PRIOR APPROVAL BY THE
OWNER AND ENGINEER.
SWP-3 - COFFER DAM DETAIL
N.T.S
NOTES:
1. EACH RIP -RAP PLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF STABILIZATION STONE
ON A NON -BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP -RAP SHALL IMMEDIATELY
FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE
WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF STONE OR
DRAINAGE FABRIC WHEN PLACING STONE. COST OF THE STONE BASE AND FABRIC SHALL BE
INCLUDED IN THE COST OF THE PLACING OF RIP -RAP.
2. RIP -RAP CLASS AND DIMENSIONS OF RIP -RAP PLACEMENT SHALL BE AS SHOWN ON PLANS.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0
VERTICAL. FINISHED GRADES OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING AREA
SUCH THAT THE RIP -RAP SURFACE ELEVATIONS MATCH THE EXISTING STREAM BANK AND
BOTTOM SURFACE ELEVATIONS WHERE THE RIP -RAP MEETS THESE POINTS.
4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER
SEVERE STORMS) AND WEED BRUSH GROWTH.
TOP OF
BANK
A,
VARIES74 1
T STREAM
MIN BOTTOM
6" GRAVEL FILTER ON
FILTER FABRIC
1.5 T
k
THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5
TIMES THE SIZE OF THE RIP -RAP. (i.e. 12" FOR 8" D50)
MINIMUM THICKNESS (T) SHALL BE AS SHOWN ON PLANS.
SWP-7 - RIP -RAP PLACEMENT DETAIL
N.T.S
v
vNTK9\4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
NOTE
1.
2. SPACING FOR WATTLES SHALL BE
DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
PLAN VIEW CLEAN WATER COFFER DAM
(SEE DETAIL SWP-3)
INTERMEDIATE COFFER CONTRACTOR TO STREAM DIVERSION
DAM (SEE NOTE 6) PROVIDE DEWATERING PUMPS
PUMP IN TRENCH.
PUMPS SHOULD
DISCHARGE ONTO A P INTAKE HOSE W/
STABLE VELOCITY ��INLET SCREEN
DISSIPATOR MADE OF
RIP RAP OR SANDBAGS
-
FLOW� /
l - 000000000000 00
SEDIMENT SUMP -HOLE OR
CONTAINMENT POOL
COFFER DAM
(SEE DETAIL SWP-3) WORK AREA WIDTH NOT TO EXCEED
SEDIMENT FILTER CONSTRUCTION LIMITS SHOWN ON PLANS
PUMP -AROUND PRACTICE:
TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES.
DESCRIPTION:
THE WORK SHALL CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING
MEASURES TO DIVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE
FOR SIZING PUMPS TO ENSURE ADEQUATE CAPACITY TO KEEP FLOW FROM ENTERING WORK
AREA.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED CONSTRUCTION
SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. COFFER DAMS SHALL BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON
THE PLANS, AND WATER ON THE UPSIDE OF THE DAM AREA SHALL BE PUMPED AROUND
THE WORK AREA.
2. THE DIVERSION PUMPS SHALL DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF
RIP -RAP OR SANDBAGS.
3. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE
SUCH AS A TEMPORARY WOOD CHIP DEWATERING BASIN, SILT BAG OR OTHER APPROVED
SEDIMENT FILTERING MEASURE.
4. AFTER THE SANITARY SEWER IS INSTALLED AND THE SLOPES HAVE BEEN STABILIZED, THE
PUMP INTAKE HOSES, DISSIPATOR PADS AND FILTER MEASURES SHALL BE REMOVED AND
THEN THE COFFER DAMS SHALL BE REMOVED.
5. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFALL
WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHALL BE ACCOMPLISHED BY
LOCATING A COFFER DAM AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM
DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS
WATER SHALL DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN
STREAM PUMP AROUND.
6. CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW
PHASED CROSSING W/A MAXIMUM OF 2 SEPARATE BYPASS PHASES.
SWP-4 - TEMPORARY PUMP AROUND DETAIL
N.T.S
PROFILE VIEW
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
8" FABRIC STAPLE
-18" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAIL OR
STAPLE
DITCHLINE
FLOW
6" COVER
\�
�18
18»
SWP-8 - WATTLE DETAIL
N.T.S
SURFACE WATER PROTECTION DETAILS
.NT REVIEW APPROVAL
-ANS AUTHORIZED FOR CONSTRUCTION
ie have been reviewed for general
codes. This limited review, and
ion is not to be considered to represent
:gal requirements for development and
owner, design consultants, and contractors
omplionce with all applicable City, State
cific authorization below is not a permit,
to permit any violation of City, State or
on must be in accordance with all Local.
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
D 1 O
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION
M&C FILE NUMBER
SCALE
CU 501
HORIZONTAL'
DRAWING NUMBER
NA
VERTICAL:
D 1 O
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

iu
0
C0
w
a
N
00
0
I
3" S9.58 OR S9.5C SURFACE COURSE
4" 119.OB OR 119.00 INTERMEDIATE COURSE
5" B25.OB OR B25.00 BASE COURSE
EXISTING EXISTING
V-0" 2'-0" 6'-3" 2'-0" 1'-0"
12'-3"
.06,,
�O
RW -1 - PAVEMENT REPAIR ON NCDOT ROADS
DETAIL
N.T.S
F'rA
6��S/O�✓O�NT
'
� 3p0 �o�tir
Fkpq �O�N� OF 8.5'
N G O
GRS
\ 0 °v
X11 • . \\\\\
,k
3.5' RADIUS \\\\\\\\\
EXPANSION'
JOINT
1/2" EXPANSION JOINT
SLOP�114"-V(M")
7.5„6"K
7„ 6"
2' 1 6.5' 6'
* USE 6.5" WHEN DRIVEWAY IS USED IN LIEU
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT),
SUCH AS IN A CUL-DE SAC.
EXPANSION JOINT
RW -4.1 - DRIVEWAY AND SIDEWALK DETAIL
N.T.S
C
DESCRIPTIONS
R/W
I
I
GRASSED PROPOSED SIDEWALK
UTILITY STRIP (3000 P.S.I.)
1 /4"/FT 1 /4"/FT 1 /4"/FT
2'-6" CURB COMPACTED TO A DENSITY
AND GUTTER OF NO LESS THAN 95%
TYPICAL SECTION
--------------------
--
-------UTILITY EASEMENT
UTILITY
;n
NOTES
DRAWN
1. TRANSVERSE EXPANSION JOINTS
`V
TO BE A MAXIMUM OF 50 FEET.
RIGHT OF WAY LINE
CHECKED
CLW, JSL
2. ALL CONCRETE TO BE 3000 PSI
AND FINISHED WITH CURING
BRL
COMPOUND.
ifl
PROPOSED SIDEWALK
3. A 6 INCH DEPTH IS REQUIRED AT
LOCATIONS OF DRIVEWAY
CROSSINGS, AT STREET
SAW CUT
JOINTS @ 6' INTERSECTIONS (ALONG THE
MAXIMUM LENGTH OF RADIUS CURB
PLANTING STRIP RETURNS), AND IN THE
HANDICAP RAMPS.
2'-6" CURB AND GUTTER
RW -2 - CONCRETE SIDEWALK REPLACEMENT
DETAIL
N.T.S
1/8" RADIUS (TYP.)
6" 24"
3"
611 ° 3"
SLOPE=1"I FT.
611
1. 30" CURB & GUTTER
1-3/4" R
a.
tV ��
: G : • a
..G
9.1 9"
1'-6"
MEDIAN CURB AND GUTTER
SIDE ELEVATION
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS. 15' MAXIMUM BETWEEN
DUMMY JOINTS ON MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE
REQUIREMENTS OF SECTION 1026-2 OF NCDOT STANDARDS &
SPECIFICATIONS FOR ROADS AND STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER
AND SEALER IN ACCORDANCE WITH NCDOT ROADWAY STANDARD
DETAIL 846.01 THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
& REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER
SUPERELEVATION RATES.
JOINTFILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
JOINTS OR AT ALL RIGID OBJECTS.
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
1/2"
4" SLOPE=1"IFT.
10" a o
r 1811 T 1
2. 30" VALLEY TYPE GUTTER
d
A 1.
' p
iO°Oo•O°OOOO�o
00°0 N ��n°O �n�§0 n �[��0
0°osOo°Oea� oOVaO�°RJ VaB°OeOs�VapOooW�Dd�
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC
6" 24"
3"
SLOPE=1/2"/FT.
6" tea° '°"•°° ° e •° :[5
SPILL CURB DETAIL
RW -3 - CONCRETE CURB AND GUTTER
REPLACEMENT DETAILS
N.T.S
EXPANSION JOINT
MAX. SLOPE 1I4"-1'
7.5'
SIDEWALK 112" EXPANSION JOIM
Eff
7" GUTTER 6' VAR. UP TO 25'MAX �-
T I •-r-6S' SECTION A -A
NOTES:
1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER OF
ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A
STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN
PLACED, THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE
DRIVEWAY SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4"
SLUMP CONCRETE.
2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE
CONCRETE. 1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE
LOCATED AT NOT MORE THAN 40' INTERVALS & DUMMY CONSTRUCTION
JOINTS AT 6' INTERVALS. DUMMY JOINTS SHALL BE AT LEAST 1/3 THE
SLAB THICKNESS IN DEPTH.
3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK
SHALL BE 1/4" PER FT.
4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN
ROW.
5. W -DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS: 10'
MINIMUM - 24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS 36' MAXIMUM
FOR COMMERCIAL DRIVEWAYS.
6. THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE
BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT.
7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE.
8. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS. 45' MIN. BETWEEN
DRIVEWAYS ON SAME LOT.
9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN
ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING A LINE
FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W TO THE
CURB AND GUTTER LOCATION.
10. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION OR
RE -INSPECTION IS REQUIRED.
RW -4.2 - DRIVEWAY AND SIDEWALK DETAIL
N.T.S
SEAL
1`,��,,►�I t CASEAL
Nf
„v�-- 4
1111fl; 11 LAY 1NQ
v
vURCM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckinn creed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
ROADWAY DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D11
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

DRIVEWAY GRADES
EXISTING
GENERAL
WALKWAY TYPE
O R
PLANTING TYPE
TREE/LAWN
PROPOSED DRIVE WAY SIDEWALK
40' O.C. AVG
PARKING TYPE
PAVEMENT GUTTER LINE APRON/ I
UTILITY
EASEMENT
+2.08% ;111=III'
11, -4%
EASEMENT
55' PUBLIC R W
UTILITY
J/
d''` 111_111=III=
? . ,.6%
EASEMENT I 14 I
27' B -B
15
14'
36' B -B
14'
251 13'
2' 6' 6' 2.5' 11' 11'
S%
8'
10'
2' 6.5' 6' * 5' 5'
6'
� l It
* 5' FOR SENSITIVE AREA AVENUE
AND SENSITIVE AREA RESIDENTIAL STREET
PARKING
2.� GRADE
? 7
M�
�
Mq� I POINT
2.5'
l t
�
1/4"/FT
A. CURB & GUTTER, SIDEWALK SECTION
GRADE
POINTa"/FT1�'/FT
�Py , 1/4"/FT 1/4"/FT
,114"I
va/Fr
21
VARIABLE
PAVEMENT WIDTH
A" PER FT.
6' 8' 5'
SHOULDER
WIDTH
Y4"/FT
OR +8%
-2.08% _
-8.33% III=111=III=
1OR 8/
\ 2S%
5'
B. SHOULDER SECTION
NOTE:
IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER
AND A POINT 30 FEET FROM THE CURB AND GUTTER
EXCEEDS 20%, THIS SLOPE SHALL BE ADJUSTED TO A
MAXIMUM OF 8.33% ( 1"/FT) UP OR 4.17% (1/2" /FT)
DOWN.
RW -5 - DRIVEWAY GRADES
N.T.S
5'CITY
UTILITY
EASEMENT
14'
2.5' 6' 6' 2'
� 1 /4"/FT 121
2�M
RW -6 - 27' ROADWAY REPLACEMENT
N.T.S
GENERAL
WALKWAY TYPE
SIDEWALK
PLANTING TYPE
TREE/LAWN
TREE SPACING
40' O.C. AVG
PARKING TYPE
PARALLEL STAGGERED
RW -6 - 27' ROADWAY REPLACEMENT
N.T.S
DESCRIP11ONS
CARO �1���� SEAL
Z' �: Q�o�6S10,�f
4 -
ref 4/�
PAVEMENT DESIGN
3" SF9.5A
8" ABC
GENERAL
Ct
SIDEWALK BOTH SIDES
PLANTING TYPE
TREE/LAWN
64' PUBLIC RAN
40' O.C. AVG
UTILITY TY Y
PARALLEL ON 2 SIDES
UTILITY
EASEMENT
UTILITY
TY
EASEMENT
I
14' 41' B -B
EASEMENT
EASEMENT
14'
14'
36' B -B
14'
251 13'
13' 2.5'
2' 6' 6'
8'
10'
10' 8'
6'
6' 2'
PARKING
PARKING
? 7
M�
�
2.5'
2.5'
l t
�
2 7 I
1 /4"/FT11/4
GRADE
POINTa"/FT1�'/FT
I
,114"I
va/Fr
? � M
•M-
2.
>A,
1 /4"/FT
<_441
PAVEMENT DESIGN
PAVEMENT DESIGN
PAVEMENT DESIGN
3" S9.5B
3" SF9.5A
3" SF9.5A
8" ABC
8" ABC
3" 119.06
RW -8 - 36'
ROADWAY REPLACEMENT
N.T.S
N.T.S
DESCRIP11ONS
CARO �1���� SEAL
Z' �: Q�o�6S10,�f
4 -
ref 4/�
PAVEMENT DESIGN
3" SF9.5A
8" ABC
GENERAL
WALKWAY TYPE
SIDEWALK BOTH SIDES
PLANTING TYPE
TREE/LAWN
TREE SPACING
40' O.C. AVG
PARKING TYPE
PARALLEL ON 2 SIDES
DESCRIP11ONS
CARO �1���� SEAL
Z' �: Q�o�6S10,�f
4 -
ref 4/�
PAVEMENT DESIGN
3" SF9.5A
8" ABC
ROADWAY DATA
Ct
WALKWAY TYPE
5'CITY
59'
5'CITY
UTILITY
40' O.C. AVG
PARKING TYPE
PARALLEL ON 2 SIDES
UTILITY
EASEMENT
UTILITY
I
I
14' 41' B -B
EASEMENT
14' 31' B -B
14'
6' 6'
2.5' 6' 12'
2' 6' 6'
251 13'
13' 2.5'
6' 6' 2
PARKING PARKING
GRADE
? 7
M�
GRADE
POINT
P�.
i I
1 /4"/FT
FT
1 /4"/FT11/4
1 /4"/FT 121
,114"I
/FT1/4"/FT
? � M
•M-
2.
PAVEMENT DESIGN
PAVEMENT DESIGN
3" S9.5B
3" SF9.5A
8" ABC
3" 119.06
RW -7 - 31' ROADWAY
REPLACEMENT
N.T.S
ROADWAY DATA
GENERAL
WALKWAY TYPE
SIDEWALK
PLANTING TYPE
TREE/LAWN
TREE SPACING
40' O.C. AVG
PARKING TYPE
PARALLEL ON 2 SIDES
ROADWAY DATA
WALKWAY TYPE
SIDEWALK BOTH SIDES
PLANTING TYPE
5' CITY
69' PUBLIC RAN
40' O.C. AVG
5' CITY
UTILITY
CLW, JSL
PROJ. MGR.
BRL
UTILITY
EASEMENT
I
14' 41' B -B
14'
EASEMENT
2'
6' 6'
2.5' 6' 12'
12' 6'
2.5'
6' 6'
2'
PARKING PARKING
2 I
GRADE
k
M/FTS
POINT
1/4"/FT
/FT1/4"/FT
<74t,
PAVEMENT DESIGN
3" S9.5B
3" 119.06
8" ABC
RW -9 - 41' ROADWAY REPLACEMENT
N.T.S
ROADWAY DATA
WALKWAY TYPE
SIDEWALK BOTH SIDES
PLANTING TYPE
TREE/LAWN
TREE SPACING
40' O.C. AVG
PARKING TYPE
PARALLEL ON 2 SIDES
v
v McK9\4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
SIDE SLOPES SHALL BE LESS THAN 3:1
TYPICAL UNLESS OTHERWISE INDICATED
ON LAYOUT PLANS. CUT AND FILL
SLOPES SHALL TIE INTO EXISTING
SLOPES TO CREATE AN EVEN
TRANSITION.
GRASSED SWALE ON 2'-0" _ 2'-0"
THE UPHILL SIDE OF
TRAIL DIRECTING SHOULDER SHOULDER
DRAINAGE TO CULVERTS 2" SUPERPAVE ASPHALT
_OCONCRETE TYPE SF9.5A PER
NCDOT STANDARDS
2% MAX. CROSS SLOPE CLEAN BACKFILL
yillll l�llll - SEED AS SPECIFIED
COMPACTED —J
SUBGRADE 100%
COMPACTION
6" AGGREGATE BASE
COURSE UNDERLINED WITH
GEOTEXTILE FABRIC
NOTES:
1. TRAIL REPLACEMENT, INCLUDING DRAINAGE, SHALL MATCH PRE-EXISTING
CONDITIONS UNLESS OTHERWISE APPROVED BY OWNER'S FIELD
REPRESENTATIVE.
2. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.
3. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES
DISTURBED BY CONSTRUCTION.
4. NO UTILITY SURFACE COVERS/PLATES/MANHOLES (i.e. WATERLINE VALVE
COVERS, ETC.) SHALL BE LOCATED WITHIN TRAIL AND SHALL BE MINIMUM
2 FEET FROM THE EDGE OF TRAIL.
GW -1 - ASPHALT GREENWAY TRAIL REPLACEMENT DETAIL
N.T.S
ROADWAY AND GREENWAY DETAILS
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU 501
HORIZONTAL:
DRAWING NUMBER
NA
VERTICAL:
D 1 2
NA
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

FINISHED
GRADE
36
„
STEPS 16"
STEPS 16"
ON CENTER
O
„
6" MIN.
IN. 6
PUBLIC ROW AND 160 LBS.
WASHED
g"
STONE
3) COVER SHALL WEIGH A
BEDDING
/-FRAME,
GRATE & HOOD
/ PER D.O.T. STD. 840.03
FINAL
FRAME, GRATE & HOOD -
PER D.O.T. STD.
UNDISTURBED
BACKFILL
�
L—
;ONCRETE2"
MAX 26"
RUBBER JOINTS
.............. ...
0„ OVER 201
6' IN.
MIN.
IN. 6" THICK WASHED
O
6'
IN. 6" WASHED
STONE BEDDING
INITIAL
PIPE
26
BACKFILL
72'
36" &
REINFORCEMENT
PER SUBMITTED
1--72 --�
DESIGN. TO BE
SOIL
o ° ° o o°B o eoo
0
#67 STONE /" °MINIMUM SIDE
WHEN ROCK IS 6" 0. D. OF PIPE 6" CLEARANCE
ENCOUNTERED L12- 0. D. OF PIPE 12" MAXIMUM SIDE
CLEARANCE
NOTES:
1. 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.
5. Achieve 80% compaction in non—traffic areas, and 95% compaction
in traffic areas.
6. If in easement 4" topsoil, and 12" clean select fill is required.
7. No boulders 8" in diameter or greater allowed.
SD -1 - TRENCH BOTTOM DETAIL FOR STORM
DRAINAGE PIPE
N.T.S
SHALLOW TYPE
(5 FEET OR LESS IN DEPTH)
26„
6" MIN.
•
6"—F
IN. 6" WASHED
NOTE: STONE BEDDING
1. CONCRETE SHALL BE 4000 PSI
MIN. FOR ALL PRECAST CONCRETE
CATCH BASINS.
2. PRECAST CONCRETE STRUCTURES
MAY ONLY BE INSTALLED TO
DEPTHS CERTIFIED AS
ACCEPTABLE BY THE
MANUFACTURER.
3. "WAFFLE" BOXES ARE
ACCEPTABLE FOR SHALLOW TYPE
CATCH BASINS.
INTERMEDIATE TYPE (4'X4')
(5 FEET TO 20 FEET IN DEPTH)
— — — REINFORCED
STANDAR / CONCRETE
STEPS 16" 36 SLAB
ON CENTER 48"
IN. 6"
6" MIN. O WASHED
STONE
BEDDING
6"
REINFORCES RAME, GRATE & HOOD
CONCRETE SLAB/ PER D.O.T. STD. 840.03
.......... ..
�26
ROM 5 TP 20'
48"
6" MIN.
O
6' IN. 6" WASHED
STONE BEDDING
SD -3 - YARD INLET DETAIL
N.T.S
C
IN
SLAB DETAIL
26"
» SLAB THICKNESS
60' 36" &
1L REINFORCEMENT
PER SUBMITTED
DESIGN. TO BE
SHOWN ON
PLANS.
3—#3 REBARS 15'
8' LONG ��
3'
T GROUT
6' 6' 6' I ,/AN PLACE
o°o <
IK
a< 2 I �/q'
snnsnn
n� a a°e8 a
2-2" PIPES 22" 2' 11/2'
LONG ON A 3'
SLOPE —16" BELOW
TOP OF C.B.LE14.
2'-6'MIN.
8" MINIMUM, E
OVER 12' DEEP
12" MINIMUM UP TO
6' FROM TOP OF CURB.
IF STRUCTURE IS 15' TYP.
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE
Z.
Y2 D o
6, ° < ° 6,
a ° < <o
o < °
<o < ° < ° °o
3000 PSI CONCRETE
12Y4'
TOP OF CURB
16' 7'
FLOW LINE
0
2-2" G.I. PIPE OR PVC PIPE
8" MIN.,OVER 12' DEEP 12" MIN.
UP TO 6' FROM TOP OF CURB.
0
5'
0
�� 15'
0
NOTES:
1) THE SLOPE OF THE GUTTER TO
FOR SLOPE THE CATCH BASIN ON THE UPHILL
REQ.'S SEE SIDE SHALL BEGIN 10' FROM THE
NOTE 1. THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 5' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR 4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
5) DOMESTIC CASTING REQUIRED WITHIN
STREET RIGHT OF WAY.
a o
3000
o °
P.S.I.
0 0
CONC.11/2"D
° 112" D
6" UP TO 12' DEEP
o . ° < ° < ° 6' 12" OVER 12' DEEP
0 0
�- 6' 6'4'
STANDARD C.B. STEP
A
C 000
A SIDE
PLAN ELEVATION
SLIP RESISTANT CLEATS
#3 OR #4
REBAR CORROSION
RESISTANT
101 ICA® MATERIAL
12' (RUBBER)
(PLASTIC)
ELEVATION SECTION A—A
SD -2.1 - STANDARD CATCH BASIN DETAIL
N.T.S
DEEP TYPE (5'X5')
(OVER 20 FEET IN DEPTH)
STANDARD
36
„
STEPS 16"
STEPS 16"
ON CENTER
O
„
6" MIN.
IN. 6
PUBLIC ROW AND 160 LBS.
WASHED
g"
STONE
3) COVER SHALL WEIGH A
BEDDING
/-FRAME,
GRATE & HOOD
/ PER D.O.T. STD. 840.03
26„
6" MIN.
•
6"—F
IN. 6" WASHED
NOTE: STONE BEDDING
1. CONCRETE SHALL BE 4000 PSI
MIN. FOR ALL PRECAST CONCRETE
CATCH BASINS.
2. PRECAST CONCRETE STRUCTURES
MAY ONLY BE INSTALLED TO
DEPTHS CERTIFIED AS
ACCEPTABLE BY THE
MANUFACTURER.
3. "WAFFLE" BOXES ARE
ACCEPTABLE FOR SHALLOW TYPE
CATCH BASINS.
INTERMEDIATE TYPE (4'X4')
(5 FEET TO 20 FEET IN DEPTH)
— — — REINFORCED
STANDAR / CONCRETE
STEPS 16" 36 SLAB
ON CENTER 48"
IN. 6"
6" MIN. O WASHED
STONE
BEDDING
6"
REINFORCES RAME, GRATE & HOOD
CONCRETE SLAB/ PER D.O.T. STD. 840.03
.......... ..
�26
ROM 5 TP 20'
48"
6" MIN.
O
6' IN. 6" WASHED
STONE BEDDING
SD -3 - YARD INLET DETAIL
N.T.S
C
IN
SLAB DETAIL
26"
» SLAB THICKNESS
60' 36" &
1L REINFORCEMENT
PER SUBMITTED
DESIGN. TO BE
SHOWN ON
PLANS.
3—#3 REBARS 15'
8' LONG ��
3'
T GROUT
6' 6' 6' I ,/AN PLACE
o°o <
IK
a< 2 I �/q'
snnsnn
n� a a°e8 a
2-2" PIPES 22" 2' 11/2'
LONG ON A 3'
SLOPE —16" BELOW
TOP OF C.B.LE14.
2'-6'MIN.
8" MINIMUM, E
OVER 12' DEEP
12" MINIMUM UP TO
6' FROM TOP OF CURB.
IF STRUCTURE IS 15' TYP.
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE
Z.
Y2 D o
6, ° < ° 6,
a ° < <o
o < °
<o < ° < ° °o
3000 PSI CONCRETE
12Y4'
TOP OF CURB
16' 7'
FLOW LINE
0
2-2" G.I. PIPE OR PVC PIPE
8" MIN.,OVER 12' DEEP 12" MIN.
UP TO 6' FROM TOP OF CURB.
0
5'
0
�� 15'
0
NOTES:
1) THE SLOPE OF THE GUTTER TO
FOR SLOPE THE CATCH BASIN ON THE UPHILL
REQ.'S SEE SIDE SHALL BEGIN 10' FROM THE
NOTE 1. THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 5' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR 4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
5) DOMESTIC CASTING REQUIRED WITHIN
STREET RIGHT OF WAY.
a o
3000
o °
P.S.I.
0 0
CONC.11/2"D
° 112" D
6" UP TO 12' DEEP
o . ° < ° < ° 6' 12" OVER 12' DEEP
0 0
�- 6' 6'4'
STANDARD C.B. STEP
A
C 000
A SIDE
PLAN ELEVATION
SLIP RESISTANT CLEATS
#3 OR #4
REBAR CORROSION
RESISTANT
101 ICA® MATERIAL
12' (RUBBER)
(PLASTIC)
ELEVATION SECTION A—A
SD -2.1 - STANDARD CATCH BASIN DETAIL
N.T.S
DEEP TYPE (5'X5')
(OVER 20 FEET IN DEPTH)
SEAL
N011111A►11t�,' ff SEAL
„v�-- 4
L A T
103
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
STANDARD
STEPS 16" ON STANDARD MANHOLE
CENTER f RING & COVER
---TOP DESIGNED
FOR HS -20
8" I.D. LOADING MAY BE
FLAT OR
UP TO 20 MIN. ECCENTRIC CONE
" r CEMENT PUTTY
OR BUTYL
RUBBER JOINTS
BRICKS MIN. 6" THICK WASHED
& STONE BEDDING
MORTAR
INVERT
STANDARD STEF
12"
FLAT TOP
DETAIL
12
300(
P.S.I.
COIN
TOP OF CURB
�4"
„ EINFORCED
36
STANDAR
CONCRETE SLAB
STEPS 16"
FOR SLI
REQ.'S
NOTE 1.
ON CENTER
0"
6" MIN.
M X.
PUBLIC ROW AND 160 LBS.
. ---TOP DESIGNED
WITHIN EASEMENTS.
IN. 6"
3) COVER SHALL WEIGH A
WASHED
6„
STONE
4) ALL MANHOLE FRAMES OUTSIDE
BEDDING
FRAME, GRATE & HOOD -
PER D.O.T. STD.
840.03
REINFOn.-.­-6"
L—
;ONCRETE2"
MAX 26"
RUBBER JOINTS
.............. ...
0„ OVER 201
6' IN.
MIN.
IN. 6" THICK WASHED
O
6'
IN. 6" WASHED
STONE BEDDING
SLAB DETAIL
PIPE
26
SLAB THICKNESS
72'
36" &
REINFORCEMENT
PER SUBMITTED
1--72 --�
DESIGN. TO BE
SHOWN ON
PLANS.
SEAL
N011111A►11t�,' ff SEAL
„v�-- 4
L A T
103
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
STANDARD
STEPS 16" ON STANDARD MANHOLE
CENTER f RING & COVER
---TOP DESIGNED
FOR HS -20
8" I.D. LOADING MAY BE
FLAT OR
UP TO 20 MIN. ECCENTRIC CONE
" r CEMENT PUTTY
OR BUTYL
RUBBER JOINTS
BRICKS MIN. 6" THICK WASHED
& STONE BEDDING
MORTAR
INVERT
STANDARD STEF
12"
FLAT TOP
DETAIL
12
300(
P.S.I.
COIN
TOP OF CURB
�4"
DEEP TYPE
(OVER
20 FEET IN DEPTH)
STANDARD
FOR SLI
REQ.'S
NOTE 1.
7"
�„
FLOWLINE
5'
CENTER
FLOWLINE
2-2" G.I. PIPE OR PVC PIPE
8" MIN.,OVER 12' DEEP
12" MIN. UP TO 6' FROM
TOP OF CURB.
5'
PUBLIC ROW AND 160 LBS.
. ---TOP DESIGNED
WITHIN EASEMENTS.
FOR HS -20
3) COVER SHALL WEIGH A
LOADING MAY BE
U P TO 20 ::
FLAT OR
4) ALL MANHOLE FRAMES OUTSIDE
O" 1. D. ECCENTRIC CONE
OF PAVED SURFACES SHALL BE
.::- (PLASTIC
BOLTED TO THE CONE
CEMENT PUTTY
SECTION OR RING WITH A
OR BUTYL
1:115-
RUBBER JOINTS
SD -4.2 - STANDARD STORM
E`V
BRICK
IN. 6" THICK WASHED
&
° e e
o °
° o ao
o ° o° 1 �2" D
MORTAR
INVERT
PIPE
SPE
;EE
i
°oa%°,%°ao °o00 o°aoa °`o,n
f6„ e 6' 4„ ° 6, 4„
6" UP TO 12' DEEP
12" OVER 12' DEEP
\ IF STRUCTURE IS GREATER THAN
12' DEEP, FOOTING IS TO EXTEND
6" BEYOND THE STRUCTURE
NOTES:
1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10'
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE
MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES.
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
SD -2.2 - DOUBLE WIDTH CATCH BASIN DETAIL
N.T.S
STANDARD S
1
FLATTOP
DETAIL
SD -4.1 - STORM MANHOLE DETAIL
N.T.S
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
I"
23 1/2'
C
0 � PERM IT
�FQ
KD
0 lI PACE
J
COVER 120 LBS. MINIMUM
25 11/16 I„
BUTYL—NEK OR f' 23 II/16
APPROVED SEALANT
BETWEEN FRAME AND
COVER
11 \ I/2° 22
NOTES:
DEEP TYPE
(OVER
20 FEET IN DEPTH)
STANDARD
25 15/16Is "
STEPS 16" ON
STANDARD MANHOLE
CENTER
RING & COVER
PUBLIC ROW AND 160 LBS.
. ---TOP DESIGNED
WITHIN EASEMENTS.
FOR HS -20
3) COVER SHALL WEIGH A
LOADING MAY BE
U P TO 20 ::
FLAT OR
4) ALL MANHOLE FRAMES OUTSIDE
O" 1. D. ECCENTRIC CONE
OF PAVED SURFACES SHALL BE
.::- (PLASTIC
BOLTED TO THE CONE
CEMENT PUTTY
SECTION OR RING WITH A
OR BUTYL
MINIMUM OF 4 BOLTS PER FRAME.
RUBBER JOINTS
SD -4.2 - STANDARD STORM
E`V
BRICK
IN. 6" THICK WASHED
&
STONE BEDDING
MORTAR
INVERT
STANDARD S
1
FLATTOP
DETAIL
SD -4.1 - STORM MANHOLE DETAIL
N.T.S
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
I"
23 1/2'
C
0 � PERM IT
�FQ
KD
0 lI PACE
J
COVER 120 LBS. MINIMUM
25 11/16 I„
BUTYL—NEK OR f' 23 II/16
APPROVED SEALANT
BETWEEN FRAME AND
COVER
11 \ I/2° 22
NOTES:
L
1) ALL MANHOLE FRAMES SHALL BE
0592-0046
BE DOMESTICALLY CAST. I"
25 15/16Is "
2) FRAME SHALL BE A MINIMUM
SHK, BRL
WEIGHT OF 182 LBS. WITHIN
33 I/4"
PUBLIC ROW AND 160 LBS.
BRL
WITHIN EASEMENTS.
5/8"X3" LAGSHIELD IN HOLE
3) COVER SHALL WEIGH A
DRILLED INTO CONE OR
MINIMUM OF 120 LBS.
RING WITH ANCHOR SUNK TO
4) ALL MANHOLE FRAMES OUTSIDE
DESIGN DEPTH, AND 5/8"X3"
OF PAVED SURFACES SHALL BE
HOT DIPPED GALVANIZED
BOLTED TO THE CONE
LAG BOLT AND WASHER.
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME.
SD -4.2 - STANDARD STORM
DRAIN MANHOLE COVER
N.T.S
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
STORM DRAIN DETAILS
1 OF 2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D13
'TATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

GRATE PER CITY STANDARDS
USE STD. SW -10.08 OR SE -10.09
4'-4"
NOTES:
1. FOR 24" RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2. 24" X 24" CASTING WITH 12",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3. USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD SW -10.13 OR (SD -2.1)
SD -5 - STANDARD DROP INLET DETAIL
N.T.S
SEAL
DESCRIP11ONS
53
3„
SIDE ELEVATION
B7
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
[n
1" 1„
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREAD SURFACE
�
1/2" PLASTER
PROD. MGR.
r>
8" MINIMUM; OVER 8' DEEP,
w
C0
12" MINIMUM UP TO 6'
FROM TOP OF CURB.
Q DI
O <
a°
3000 PSI CONCRETE
LJ
T-0"
4'-4"
4'-4"
NOTES:
1. FOR 24" RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
2. 24" X 24" CASTING WITH 12",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3. USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD SW -10.13 OR (SD -2.1)
SD -5 - STANDARD DROP INLET DETAIL
N.T.S
SEAL
DESCRIP11ONS
53
3„
SIDE ELEVATION
B7
A
15"
1 ,f PLAN OF COVER B
6„ _ I
I,
3/4" 1— I I�
2'-41/2" 1' 2'-41/2" 1" 11/2"
5' 3"
SECTION A -A
21 1/4" I
g•�-I1 /2"�5" � � ■ 71/2-I
I► 4'► -s► -4' 1' 1T5" r7i 4'
SECTION B -B J-
3/8" ROUND
3 3/4"
- s/e'• Recess - 7 3/4"
�- 1l2" SO. 1 1/2"
HD. NUT
3/8" - 16NC -
s
DETAIL OF HANDLE
11/2"moi Imo— --I I--11/2"
2 1/4""
12"
3/4"
9 3.4"
END ELEVATION
1 1/2"--� I ~ 12 1/2"----� 1 1/4"
3/4" 41/2"
I' 21 1A"
SIDE ELEVATION
SD -6.1 - CATCH BASIN CASTINGS
N.T.S
CA ��fAll/ SEAL
.......... Q.. f
4 -
�'R—
ref 4/�
(2) DROP HANDLES
7(32—)
7/8" (22mm)
/8"
mm)
1 sia„
(aamm)
USE EAST JORDAN
IRON WORKS, INC.
V-4096-2
OR APPROVED EQUAL 314"
(19-
COVER SECTION
31 1/2"
(800mm)
31112"
(800mm)
} _
\ 3/4^
(19mm)
fb4 )
ASSEMBLY SECTION
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
1„
1" 1„
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREAD SURFACE
CHECKED
CLW, JSL
PROD. MGR.
BRL
1"
xanindaiow
MO/OAV/VR X
A
15"
1 ,f PLAN OF COVER B
6„ _ I
I,
3/4" 1— I I�
2'-41/2" 1' 2'-41/2" 1" 11/2"
5' 3"
SECTION A -A
21 1/4" I
g•�-I1 /2"�5" � � ■ 71/2-I
I► 4'► -s► -4' 1' 1T5" r7i 4'
SECTION B -B J-
3/8" ROUND
3 3/4"
- s/e'• Recess - 7 3/4"
�- 1l2" SO. 1 1/2"
HD. NUT
3/8" - 16NC -
s
DETAIL OF HANDLE
11/2"moi Imo— --I I--11/2"
2 1/4""
12"
3/4"
9 3.4"
END ELEVATION
1 1/2"--� I ~ 12 1/2"----� 1 1/4"
3/4" 41/2"
I' 21 1A"
SIDE ELEVATION
SD -6.1 - CATCH BASIN CASTINGS
N.T.S
CA ��fAll/ SEAL
.......... Q.. f
4 -
�'R—
ref 4/�
(2) DROP HANDLES
7(32—)
7/8" (22mm)
/8"
mm)
1 sia„
(aamm)
USE EAST JORDAN
IRON WORKS, INC.
V-4096-2
OR APPROVED EQUAL 314"
(19-
COVER SECTION
31 1/2"
(800mm)
31112"
(800mm)
} _
\ 3/4^
(19mm)
fb4 )
ASSEMBLY SECTION
(3)7/8"-9x33/4"LG HEXHD
BOLTS, NUTS (GRADE 8)
WITH LOCK WASHERS
SD -6.2 - BOLTED COVER ASSEMBLY
N.T.S
v
v MCKM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
BACK SIDE OF ASSEMBLY
NOTE:
USE GRADE 8 BOLTS ONLYFOR
BOLTING TOGETHER
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
25mm)
B 2'-9„
T*I 8 1/4" 1'4 1/2" --111— 81/4" 1jI
I
f
112""
I
A`f A
5/8"
1
� 1 3/4"-
21
M
B
SECTION B -B
2' 1 1/4"
2'-0"
1' 11 3/4"
I 3/8"
1 1/2"
2 1/2" 2 1l2"
3 1 /4'• �-� 1' 1 /2"— 9 3/4" �
4 1/2" 1/2"
SECTION A -A
STANDARD 24" X 36"
DROP INLET CASTING
SD -7 - STANDARD DROP INLET CASTING
N.T.S
STORM DRAIN DETAILS
2OF2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
f1
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
xanindaiow
MO/OAV/VR X
Q DI
LJ
(3)7/8"-9x33/4"LG HEXHD
BOLTS, NUTS (GRADE 8)
WITH LOCK WASHERS
SD -6.2 - BOLTED COVER ASSEMBLY
N.T.S
v
v MCKM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
BACK SIDE OF ASSEMBLY
NOTE:
USE GRADE 8 BOLTS ONLYFOR
BOLTING TOGETHER
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
25mm)
B 2'-9„
T*I 8 1/4" 1'4 1/2" --111— 81/4" 1jI
I
f
112""
I
A`f A
5/8"
1
� 1 3/4"-
21
M
B
SECTION B -B
2' 1 1/4"
2'-0"
1' 11 3/4"
I 3/8"
1 1/2"
2 1/2" 2 1l2"
3 1 /4'• �-� 1' 1 /2"— 9 3/4" �
4 1/2" 1/2"
SECTION A -A
STANDARD 24" X 36"
DROP INLET CASTING
SD -7 - STANDARD DROP INLET CASTING
N.T.S
STORM DRAIN DETAILS
2OF2
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROD. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU501
DRAWING NUMBER
D14
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

N
CS -1 - TEMPORARY SECURITY FENCING
N.T.S
DESIGN PARAMETERS
Main Pipe
Diameter
(inches)
DEPTH OF BURY:
3 FT
SAFETY FACTOR:
2:1
TRENCH TYPE:
3 (PIPE BEDDING IN 4" LOOSE SOIL. BACKFILL
LIGHTLY
CONSOLIDATED TO TOP OF PIPE)
TEST PRESSURE:
200 PSI
SOIL TYPE:
(CL,CH,SC,SM) TOPSOIL, INORGANIC CLAYS OF LOW,
x8
MODERATE, & HIGH PLASTICITY. SILTY & CLAYEY
x12
SAND. BACK FILLED USING NATIVE SOILS.
NOTE:
1. THE CONTRACTOR SHALL INSTALL RESTRAINED JOINT THRUST PROTECTION AT ALL
BENDS, TEES, REDUCERS, VERTICAL OFFSETS. THE LENGTHS SHOWN BELOW ARE
TYPICAL LENGTHS REQUIRED FOR THE DESIGN PARAMETERS SHOWN ABOVE. THESE
RESTRAINING CONDITIONS ARE COMMON CONDITIONS ENCOUNTERED IN NORMAL
PIPELINE CONSTRUCTION, ANY OTHER CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE PROJECT ENGINEER.
2. WHEN USING MECHANICAL JOINT RESTRAINTS SUCH AS MEGA—LUGS FOR PVC &
DIP OR TR FLEX AND GRIFFIN SNAP—LOK, CONCRETE BLOCKING IS EXCLUDED FROM
THE INSTALLATION.
3. THE RESTRAINED LENGTHS PROVIDED IN THE TABLE BELOW ARE MEASURED IN
FEET AND SHALL BE APPLIED TO EACH SIDE OF THE SPECIFIED FITTING AS SHOWN
IN THE DETAIL.
k", 11-1/2 GAUGE
LINK FENCE
DNG, 1-5/8" DIA
PIPE SLEEVED
DIA. PIPE
TO SECURE CHAIN
-ENCE TO POST
_ONG, 2" DIA.
L PIPE DRIVEN
GROUND
HED GRADE
LCL
J L
TEES DEAD ENDS
-17
CROSS
REDUCERS
L , L
UPPER BEND
LOWER BEND
jl L I jl L I
VERTICAL OFFSETS HORIZONTAL BENDS
MINIMUM RESTRAINED PIPE LENGTHS (LINEAR FEET) TABLE
Main Pipe
Diameter
(inches)
Horizontal Bends (Degrees)
Tees
Reducers
(Main Diameter x Reducer
Diameter (inches)
Dead
Ends
Vertical Offsets
(All Bend Angles)
11
90
45
22.5
11.3
1 3/8"
x6
x8
x10
x12
Upper
Lower
24
140
58
28
14
10
305
289
268
243
329
137
33
20
121
50
24
12
10
253
233
208
177
282
117
28
18
111
46
23
1 11
10
226
1 202
174
140
258
107
26
16
101
42
21
10
10
196
170
138
99
233
97
23
12
80
33
16
8
10
132
96
53
181
75
18
10
68
29
14
7
10
95
52
154
64
15
8
57
24
12
6
10
54
128
53
13
6
44
19
9
5
10
98
41
10
4
32
13
7
4
10
70
29
7
3
27
i 11
6
3
10
58
24
6
CS -4 -RESTRAINED JOINT TABLE
N.T.S.
SEAL
DESCRIP11ONS
REVISIONS
6 H x 12'
PANEL SIDE VIEW
.,
NOTES:
—2x 11 GAUGE WIRE FILL
—TENSION BANDS WITH NUTS
AND BOLTS (NOT PRESS CLIPS)
—WIRE TIES EVERY 12 INCHES
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 50' MAXIMUM INTERVALS (MIN.) OR AS DIRECTED BY
OWNER.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
5. FOR CONSTRUCTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE.
7. MAINTAIN CONSTRUCTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY OWNER BASED ON ACTUAL FIELD CONDITIONS.
9. CONSTRUCTION FENCING IS REQUIRED FOR STAGING AREAS AND FOR ALL ACTIVE AREAS
OF CONSTRUCTION/TRENCHING FOR PEDESTRIAN SAFETY.
TENSION BANDS
(5 PER SIDE)
STABILIZERS/STANDS
SIDE VIEW
00
36"
FRONT VIEW
CS -2 - TEMPORARY CONSTRUCTION FENCE W / STD. POSTS
N.T.S
v
v McKIN4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
A A
p q
q
p p p p q q q
p
A A
q p q A
A A
A q O q
pq qq
p q A p
q q A
A q 4:4 n q
20'
BRACED CORNER 2-6' TUBULAR
POST, (TYP.) GATES, 50" TALL, 10' 6' TALL— 9 GAUGE
WIDE (EA.) ENTERED CHAIN LINK FENCE
4"x4"x8' TREATED WITHIN PERM. EASEMENT TO EDGE OF TREELINE
POST INCASED IN
CONCRETE AT BASE PERMENANT EASEMENT so
(TYP.)
WIDTH VARIES
N OTES:
1. GATES SHALL BE SECURED WITH CHAIN AND LOCK WHEN CONTRACTOR IS
NOT WORKING. THE CITY SHALL BE PROVIDED A DUPLICATE KEY FOR EACH
LOCK IN CASE ACCESS IS REQUIRED DURING NON—WORK HOURS.
CS -3 - CONSTRUCTION ACCESS
ENTRANCE/EXIT CONTROL GATE
N.T.S
CONSTRUCTION DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
HEIGHT
MESH
GAUGE
FABRIC
6'
2"
11
CHECKED
O.D.
WALL
FRAMEWORK
1 3/8"
.065"
.,
NOTES:
—2x 11 GAUGE WIRE FILL
—TENSION BANDS WITH NUTS
AND BOLTS (NOT PRESS CLIPS)
—WIRE TIES EVERY 12 INCHES
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 50' MAXIMUM INTERVALS (MIN.) OR AS DIRECTED BY
OWNER.
4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
5. FOR CONSTRUCTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER PROTECTION AREA.
6. ATTACH SIGNS SECURELY TO FENCE.
7. MAINTAIN CONSTRUCTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY OWNER BASED ON ACTUAL FIELD CONDITIONS.
9. CONSTRUCTION FENCING IS REQUIRED FOR STAGING AREAS AND FOR ALL ACTIVE AREAS
OF CONSTRUCTION/TRENCHING FOR PEDESTRIAN SAFETY.
TENSION BANDS
(5 PER SIDE)
STABILIZERS/STANDS
SIDE VIEW
00
36"
FRONT VIEW
CS -2 - TEMPORARY CONSTRUCTION FENCE W / STD. POSTS
N.T.S
v
v McKIN4&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
A A
p q
q
p p p p q q q
p
A A
q p q A
A A
A q O q
pq qq
p q A p
q q A
A q 4:4 n q
20'
BRACED CORNER 2-6' TUBULAR
POST, (TYP.) GATES, 50" TALL, 10' 6' TALL— 9 GAUGE
WIDE (EA.) ENTERED CHAIN LINK FENCE
4"x4"x8' TREATED WITHIN PERM. EASEMENT TO EDGE OF TREELINE
POST INCASED IN
CONCRETE AT BASE PERMENANT EASEMENT so
(TYP.)
WIDTH VARIES
N OTES:
1. GATES SHALL BE SECURED WITH CHAIN AND LOCK WHEN CONTRACTOR IS
NOT WORKING. THE CITY SHALL BE PROVIDED A DUPLICATE KEY FOR EACH
LOCK IN CASE ACCESS IS REQUIRED DURING NON—WORK HOURS.
CS -3 - CONSTRUCTION ACCESS
ENTRANCE/EXIT CONTROL GATE
N.T.S
CONSTRUCTION DETAILS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU501
DRAWING NUMBER
D15
STATUS: FINAL DESIGN REVISION
NOT FOR CON STRU CTI ON

FINISHED GRADE
>1
D SOIL
O o_O Ronp o Og O BOO
4" MIN OF #67 STONE
BELOW BOTTOM OF .6 O.D. OF PIPE [ -6);O_
PIPE WHEN ROCK
ENCOUNTERED OR
UNDERCUT REQUIRED. MINIMUM SIDE
CLEARANCE
NOTES:
1. 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 BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.
5. ACHIEVE 90% COMPACTION IN BACKFILL.
R-3 - TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DI REUSE MAINS
N.T.S
C
0o 4 o.
i
4 d v•
TEE I NTER5ECTION
45
REINFORCING REQUIREMENTS
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENG "Y" BAR WEIGH
NO. REQUIRED
6" - 36"
#5
/,.�'�
..��.'�......��..�.'•.•
..: •.4,Ta,,.;,•,::':
UNDISTURBED
48" & >
#6
3'-0"+ O.D. PIPE
1.502 LBS/FT
BACKFILL
��� � �•� .::.; .. •:.:
•.. ...:... , : � ,
5/8„
48" & >
V-8"
1'-9"
6„
7/8„
1
1
1
0o 4 o.
i
4 d v•
TEE I NTER5ECTION
45
REINFORCING REQUIREMENTS
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENG "Y" BAR WEIGH
NO. REQUIRED
6" - 36"
#5
2'-2"+ O.D. PIPE
1.043 LBS/FT
1'-1" 1.1 LBS. EACH
X_24, Y-12
48" & >
#6
3'-0"+ O.D. PIPE
1.502 LBS/FT
V-3" 1.9 LBS. EACH
X-24, Y-12
BA
REBAR SIZE
"B"
"C"
"D,.
o �,� b°° o� °e9s eO• .e a oe•�
1'-4"
1'-7"
2"
3/8"
20" - 24"
1'-4"
V-7"
3„
1 /2„
30" - 36„
1 _4„
1,_7„
4„
5/8„
48" & >
V-8"
1'-9"
6„
7/8„
1
1
1
3
00-
a
•b
4,328
2
° 'fie :'' •, ° e°
On °bb 4: °.$'
1
1
2
5
• q .,dd
X:%,
900
7,996
�.� %,
4
5
1
1
2
8
1
i °1':..°�•°I'°S °.
,°.o=rod. i•°I •°.o
2
3" MIN.
CLEARANCE
„D„
UNDISTURBED SOIL
-
0 ° 'o °oo°O° 000
�° p ° o�q
p ° 90p:ro • ° O° VO
o•i q•d• :9e .b. �O°e �d b:
ti g . $o.• .bot .
o.
�b. •s ° .� °4b °.
O0.O°Oo°0 .d s •. ..v e$. 4. ° n 4e qw ; O O O
O�O °a a °•beb b qO oe b�°°.'�tis .y°b�
• I f I ..�°• e• d _ b d
0000 o° Opo Ooo °O o°pp ° O
._
„B„
NOTES:
1. SEE STANDARD DETAIL R-6 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED
TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON
STANDARD DETAIL R -3a.
5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL R -3a.
6. THRUST COLLAR MUST BE FACTORY WELDED ON BOTH SIDES
ALONG BOTH EDGES OF COLLAR AROUND CIRCUMFERENCE.
3" MIN.
CLEARANCE
THRUST COLLAR. AND THRUST SCHEDULE
I.D. PIPE
REBAR SIZE
"B"
"C"
"D,.
6" - 16"
1'-4"
1'-7"
2"
3/8"
20" - 24"
1'-4"
V-7"
3„
1 /2„
30" - 36„
1 _4„
1,_7„
4„
5/8„
48" & >
V-8"
1'-9"
6„
7/8„
R -4A - THRUST BLOCKING DESIGN DATA FOR DI REUSE MAINS
N.T.S
Allow use of 900 bend.
THRUST
BLOCK
AREA
I
e
p.
NOTES: o' < .a :; �
1. CONCRETE SHALL BE 3000 PSI
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO STANDARD DETAIL R -3a
AND R -3b.
4. SEE STANDARD THRUST BLOCK TABLES, R-7 THRU
R-8, FOR AREA OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL HAVE
CONCRETE THRUST BLOCKING.
900 BEND
R-5 - STANDARD THRUST BLOCKING VIEWS
N.T.S
SEAL
N011111A►11t, ff SEAL
„v�-- 4
REACTION BEARING AREA5 FOR r10RIZONTAL REUSE PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
ry
o � o-
O° �, o� o� ��� Ov
0 L v�
ZO v vvti O� CC 6_51
ti� O �� J=O 0� 0�� °°Ze
ON
�o �� foo'/ ��
6"
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENGTH"Y" BAR WEIGH
N0. REQUIRED
6" - 36"
#5
2'-2"+ O.D. PIPE
1.043 LBS/FT
11 1/40
1,108
1
1
1
1
1
1
2
1
22 1/Y
2,207
1
2
2
1
1
1
3
1
450
4,328
2
3
3
1
1
2
5
1
900
7,996
2
4
5
1
1
2
8
1
PLUG
5,655
2
3
4
1
1
2
6
1
8„
11 1/40
1,970
1
1
2
1 1
1
1
1 2
1
22 1 /2°
3,922
1
2
3
1
1
1
4
1
450
7,694
2
4
5
1
1 1
2
8
1 1
90°
14,215
4
8
9
2
2
4
15
2
PLUG
10,053
3
5
6
2
2
3
10
1
12"
11 1/40
4,433
2
3
3
1
1
2
5
1
22 1 /2p
8,826
3
5
6
2
2
3
9
1
450
17,312
5
9
11
3
3
5
18
2
90°
31,983
8
16
19
4
4
8
32
4
PLUG
22,619
6
12
14
3
3
6
23
3
16"
11 l/4°
7,881
2
4
5
1
1
2
8
1
22 1 /2°
15,691
4
8
10
2
2
4
16
2
450
30,779
8
1 16
19
4
4
8
31
4
90°
56,861
15
29
35
8
8
15
57
6
PLUG
40,213
10
21
25
5
5
10
41
5
REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 900 TO
THE THRUST VECTOR.
USE G" - 900 BEND VALUE EOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR.
R-6 - THRUST BLOCKING DESIGN QUANTITY TABLE
N.T.S
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
REINFORCING REQUIREMENTS
I.D. PIPE
REBAR SIZE
"X" BAR LENGTH
"X" BAR WEIGHT
"Y" BAR LENGTH"Y" BAR WEIGH
N0. REQUIRED
6" - 36"
#5
2'-2"+ O.D. PIPE
1.043 LBS/FT
1'-1" 1.1 LBS. EACH
X_24, Y-12
48" & >
#6
3'-0"+ O.D. PIPE
1.502 LBS/FT
V-3" 1.9 LBS. EACH
X-24, Y-12
"X" B A
"A"
°�.°' ° °
6" - 16"
V-4"
do. % ea �O• °O.O
..
SHK, BRL
CHECKED
CLW, JSL
11 1/40
17,734
5
9
. os .
•e °
3
3
roo. � • .f
18
2
22 1 /T
35,305
9
•fib
22
5
o.
: a b•
O E:
36
4
450
69,252
18
35
42
Fero
9
18
°
7
90°
roo •• .ro .b ° ;.e e
Q
64
77
16
16
;°° ° °:b •b'•° •'a' °Obi abd b. o
f f d s d
128
3" MIN. CONCRETE
CLEARANCE
MECHANICAL
RESTAINING
COLLAR
CONIC
301C1:121:Z.Y0111111
NOTES:
1. SEE STANDARD DETAIL R-6 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED. .
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON
STANDARD DETAIL R -3b.
5. BACKFILL TAMPED IN 6" LIFTS PER STANDARD DETAIL R -3b.
6. MECHANICAL RESTAINING COLLAR SHALL BE AS MANUFACTURED
BY MEGA -LUG OR EQUAL.
3" MIN. v
CLEARANCE
THRUST COLLAR, AND THRUST SCHEDULE
I.D. PIPE
"A"
"B"
6" - 16"
V-4"
V-7"
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
11 1/40
17,734
5
9
11
R-413 - THRUST BLOCKING DESIGN DATA FOR DI REUSE MAINS
N.T.S
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREA5 GIVEN IN SQUARE FEET.
os =o os � goo
O4? 9) p� N pati O� �� ti
�O 4 (� =Q� CsQ� O � (Qj� v
O
�/ � �° o° �° T
24"
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
11 1/40
17,734
5
9
11
3
3
5
18
2
22 1 /T
35,305
9
18
22
5
5
9
36
4
450
69,252
18
35
42
9
9
18
70
7
90°
127,936
32
64
77
16
16
32
128
13
PLUG
90,478
23
46
1 55
12
12
1 23
91
1 10
30"
11 l/4°
27,709
7
14
17
4
4
7
2
3
22 11f
55,163
14
28
34
7
7
14
56
6
450
108,206
28
55
65
14
14
28
109
11
90°
199,900
50
100
120
25
25
50
200
20
PLUG
141,372
36
71
85
18
18
36
142
15
36"
11 1/4°
39,901
10
20
24
5
5
10
40
4
22 1 /f
79,439
20
40
1 48
10
10
1 20
30
8
450
155,816
39
78
94
20
20
39
156
16
90°
287,855
72
144
172
36
36
72
288
29
PLUG
203,575
51
102
122
26
26
51
204
21
48"
11 1/4 0
70,935
18
36
43
99
18
71
8
22 1/2°
141,218
36
71
85
18
18
36
142
15
45°
277,007
70
139
166
35
35
70
277
28
90°
511,742
128
256
320
64
64
128
512
52
PLUG
361,911
91
181
217
46
46
91
362
37
REACTION BEARING AREA5 ARE IN SQUARE FEET MfA51_JRED IN A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO
THETHRU5T VECTOR.
USE G" - 90° BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR.
R-7 - THRUST BLOCKING DESIGN QUANTITY TABLE
N.T.S
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
REUSE WATER DETAILS
1 OF 3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D16
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

REUSE WATER
Imo— CENTERLINE OF
MAIN &
A MARKER
L
E
I
G
4'-6"
H PLASTIC
Ei� MARKER
S
E
A
E
R TOP OF GRADE
2'-6"
12" DIAMETER
HOLE FILLED
WITH CONCRETE
REUSE WATER
MAIN
NOTES
1. REUSE WATER MARKER TO BE PURPLE IN COLOR.
2. REUSE WATER MARKER TO BE LABELED "RALEIGH
REUSE WATER".
3. TO BE SPACED ALONG CENTERLINE OF MAIN EVERY
300 FEET.
4. MARKERS TO BE ROUND AND 4" IN DIAMETER.
R-9 - STANDARD MAIN & VALVE
MARKERS FOR REUSE WATER IN
EASEMENTS
N.T.S
STANDARD
RECLAIMED VALVE
BOX COVER
TYPICAL fINI5HED z
GRADE IN N
PAVE AREAS �—
GATE / TAPPING VALVE
LIS•0 a a
4 0 0 0
a o 0
0 O O
0 00
A v o p o 0 0
a, D
. d
4 '
TOP VIEW
3000 P51 50LID CONCRETE 5HALL BE USED A5
FOOTING FOR DUCTILE IRON PIPE.
VALVE
FLANGE
M.J. FITTING
v
.4 EX151 ING
p.
-d v
a. a o 0
a MAI
a'
v.
•4• •q
A.
TAPPING SLEEVE
SIDE VIEW
NOTES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
2. SEE STANDARD REACTION BLOCK TABLES, R-7 AND K-8 FOR AREA OF CONCRETE REQUIRED.
R-10 - 4"-24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
N.T.S
(UNPAVED AREAS)
CONCRETE ENCASEMENT
AT 3000 P.S.I.
TYPICAL FINISHED
GRADE IN
z UNPAVED AREAS
1. -✓VV UN 1.-JVJ I BACKFILL
PANTONE 522 PURPLE
SECTION VIEW
:II (PAVED AREAS)
12" THICKNE55 1-2,
H OR HB BITUMINOUS
CONCRETE
(UNPAVED AREAS)
CONCRETE ENCASEMENT
AT 3000 P.S.I.
2$-0$
A
A. a
A
-d
A
0
d RECLAIMED
a
d A WATER ..
a.. A CN
a a' 'A
a A A < A .
VALVE BOX COVER, —J
PANTONE 522 PLAN VIEW
PURPLE.
N OTE5 :
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS
SHALL BE ALLOWED.
2. VALVE OPERATING NUT MUST BE EXTENDED 50
THATTHE DEPTH 15 NO GREATER THAN 5' (ft.) FROM
THE SURFACE U51NG A MANUFACTURER APPROVED
EXTEN51ON KIT.
3. PRECAST CONCRETE ENCASEMENT 15 ALLOWED
OUT5IDE OF PAVED AREAS.
R-12 - RECLAIMED WATER VALVE AND BOX INSTALLATION
N.T.S
SEAL
C
DESCRIP'nONS
1`,���►�l t CA''1i SEAL
„v�-- 4
LAY 1NQ
w
J
m
Q
ry
Q
-,)LL N -i IANU I\ -v I UN DIRECTLY TO TEE.
REACTION BLOCKING
CONCRETE AREA.
ROD REQUIREMENTS
NO. OF RODS
BRANCH 51ZE
411
2
G"
2
8"
4
1211
4
I G"
G
24"
G
30"
8
301
8
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES R-7 AND K-8 FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
R-11 - VALVE RESTRAINT AT TEES AND
CROSSES FOR LINES (4"-2411)
N.T.S
—53/4"-
5411
L
13j8»
97/811
BOTTOM SECTION
BOX SHALL 5
OVER VALVE
ALL PARTS SHA
THE SAME MAT
SUPPLIED BY TI-
MANUFACTUREF
COMPLETE BOX
NOTES:
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs.
2) ENTIRE VALVE BOX A55EM13LY * COVER SHALL BE CAST
112" FROM CLA55 35 GRAY IRON.
3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND
MANUFACTURED IN THE U.S.A.
4) A55EMBLY OTHER THAN COVER SHALL BE PAINTED
B LACK.
SQUARE UPPER SECTION
R-13 - STANDARD VALVE BOX (FOR RECLAIMED WATER)
N.T.S
I
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
REUSE WATER DETAILS
2OF3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
I " RAISED LETTERING
MCE PROD. #
(RECESSED FLUSH)
DRAWN
(2) CL05ED PICKHOLE5
DESIGNED
~G/4
--T1�211
RECLAIMED
WATER
rl 2"
PROJ. MGR.
�5�211�
VAVLE BOX COVER,
PANTONE 522 PURPLE.
LID
L
13j8»
97/811
BOTTOM SECTION
BOX SHALL 5
OVER VALVE
ALL PARTS SHA
THE SAME MAT
SUPPLIED BY TI-
MANUFACTUREF
COMPLETE BOX
NOTES:
1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 lbs.
2) ENTIRE VALVE BOX A55EM13LY * COVER SHALL BE CAST
112" FROM CLA55 35 GRAY IRON.
3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND
MANUFACTURED IN THE U.S.A.
4) A55EMBLY OTHER THAN COVER SHALL BE PAINTED
B LACK.
SQUARE UPPER SECTION
R-13 - STANDARD VALVE BOX (FOR RECLAIMED WATER)
N.T.S
I
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
REUSE WATER DETAILS
2OF3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D17
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION

5LE NOTE 3) MANHOLE FRAME AND COVER
I�
EXISTING OR PROPOSED GRADE SEE DETAIL K- 17 COVER 120 LBS. MINIMUM
3' MIN.
•.a. 4ae•'o•a•A'.p., p a n' IG
•/ , , p a" ,d a MINIMUM v a c r
e. 2 e. CLEARANCE """ URE R
T
R- 14EAN D R-15 I ; ° PERM I �� o
:o
4
_•• •:' 7 �Q 3 a 1 qQ
8D 2 O
• • 23 I/2" 2 I'
• p 6 p•
5 V
4' DIAMETER
MINIMUM SLOPE + 1% .d.. O g .a' MANHOLEO
O
REL SE:oQ:pa.
12"
OV O: ooy y0600.4 p iyO.p �9%Oo"
COMPACTED NO. 67 STONE 00000Qo6o;®:oma ;o,•oo;:p� PAINT COVER
MAIN
np9 oc o.o �? oop§ aoo ao.o 21'4oObp A
og4o°000;; :,Aooaa;ogr�� :ob PANTONE 522
5-0" MIN.
'17Y A
2 3/4"
BILL OF MATERIALS
1
PRECAST MANHOLE, SEE STANDARD DETAIL 5-20
2
TRASH HOOD
3
2" AIR RELEASE VALVE
4
2" CURB STOP BALL VALVE
5
ADAPTER
6
2" MECHANICAL JOINT BRASS PIPE AND FITTINGS
7
2" TYPE "K" SOFT COPPER WITH FLARED ELBOW
8
CORPORATION COCK
9
G" DIAMETER DRAIN
10
GROUT, 1/8" TO 1'-0" MIN. SLOPE TO DRAIN
11
PIPE CAP
12
2" -GATE VALVE
SEE STANDARD DETAIL R-3 AND K -3A TO INSURE PROPER BACKFILL.
NOTE: 1D
I. AIR VALVE TO BE P-20 WITH
VACUUM CHECK BY CRISPIN OR VAL
VATIC VM 45.
2. THE AIR RELEASE MANHOLE SHALL BE
INSTALLED IN THE SHOULDER OR AS DIRECTED BY
THE ENGINEER.
3. FOR MAINS LOCATED OUTSIDE OF
STREET RIGHT-OF-WAYS THE
MAXIMUM DISTANCE BETWEEN THE
MANHOLE AND THE VALVE BOX SHOULD
BE THREE (3) FEET.
4. MAIN SHALL BE DEEP ENOUGH TO
ACCOMODATE INSTALLATION AS SHOWN
R-14 - STANDARD REUSE AIR RELEASE VALVE
N.T.S
SEAL
C
DESCRIPTIONS
7 1/2"
I"
LAGSHIELDS MAY ONLY BE USED IN
ROADWAY APPLICATIONS.
-.9111 25 1/16"
i-� 23 11/1G"
22"
25 15/16"
33 114"
5/6"1 LAGSHIELD IN HOLE
DRILLED INTO CONE OR RING
NOTES: WITH ANCHOR SUNK TO DESIGN
I . ALL MANHOLE FRAMES SHALL BE DOMESTICALLY DEPTH, AND 3/E X3" HOT DIPPED
CAST GALVANIZED LAG BOLT AND
2. FRAME SHALL BE A MINIMUM WEIGHT OF 162 LBS. WASHER.
3. COVER SHALL WEIGH A MIN. OF 120 LBS.
4. MANHOLES WITHIN PAVED SURFACES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH 55-14.
R-15 - STANDARD MANHOLE COVER
N.T.S
Q
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www. mckimcreed. corn
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
REUSE WATER DETAILS
3OF3
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal Law. All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
DATE:
JANUARY 2016
MCE PROD. #
0592-0046
DRAWN
EJB
DESIGNED
SHK, BRL
CHECKED
CLW, JSL
PROJ. MGR.
BRL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
CU 501
DRAWING NUMBER
D18
STATUS: FINAL DESIGN REVISION
NOT FOR CONSTRUCTION