20040544 Ver 4_More Info Received_20130417

WITHERS &- RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE ioi
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
T0: NC Division of Water Quality — 401 Wetlands Unit
512 N. Salisbury Street; 9th Floor
Raleigh, NC 27604
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
LETTER 0- F TRANSMMAL
DATE 4/15/13
JOB NO. 02080688.06
ATTENTION Ms. Karen Higgins
PHONEt gig-807-6363
RE:
River Run Phases 4&5 (DWQ Project #o4-o544,V4
Response to Request for Additional Information
02080688.06
Response to Request for Additional Information Letter
02080688.06
❑ Under separate cover via _
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
4/15/13
02080688.06
Response to Request for Additional Information Letter
02080688.06
Full Size Construction Plans
i
4/15/13
02080688.06
CD of Additional Information
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
COPY TO: Fle
SIGNED: Troy Beasley
ifenciosmes are not as noted, kind/ynofifyus at once.

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34 -Aim
ENGINEERS [ PLANNERS j SURVEYORS
April 15, 2013
NC- Division of Water Quality
401 Wetlands Unit
Attn: Mr. Danny Smith
380o Barrett Drive
Raliegh, NC 27609
Re: River Run Phases 4 &5 — Request for Additional Information
DWQ Project # 04-0544,Ver.4
W &R Project #02080688.06
Dear Mr. Smith,
This letter is in response to your Request for Additional Information Letter, dated April 2, 2013.
Below are the responses to the items addressed in the letter.
1) Please provide full -sized plan sheets that are stamped, signed and dated.
Five copies of the full sized construction plans have been provided with this letter.
2) The impact shown on Sheet 2 Of for the proposed stormwater drainage pipe does not
appear to meet the requirements listed in Item (6) of the Neuse Riparian Buffer Protection
Rule (s5A NCAC 2B.o233) for a new stormwater outfall. Per the Neuse buffer rule, a
storm water outfall is allowable "provided thata storm water managem ent system is installed
to control nitrogen and attenuate flow before the conveyance discharges through the
riparian buffer." Please either show that this requirement has been met or provide an
alternative design thatmeets the requirements of the Neuse Buffer Rule.
The impact (Impact Q) shown on sheet 2 of 5 is being used to route an existing upstream
storm drainage outfall from the existing Oakcroft residential subdivision located south of the
proposed project. The discharge point for the stormwater management system is
located south of lot 11, and conveys treated stormwater from the neighboring Oakcroft
subdivision through the proposed project. The existing upstream stormwater management
system consists of 2 underground detention systems that each discharge to a splitter box.
Each splitter box has a weir and low flow orifice that then discharges through an 18" RCP
with FES to an existing rip rap dissipater pad. Our proposed storm drainage system is
designed to carry the flow from the low flow orifice and the overflow from the splitter
box through our site and discharge to the location shown on sheet 2 of the impact maps. At
the end of the proposed system an energy dissipater has been designed for the 10 -yr storm
discharge from the existing upstream underground detention systems. No additional runoff
from our site is to be routed through the system.
1410 Commonwealth Drive ( Suite 1011 Wilmington, NC 28403 ( tel: [phone] fax: [phone]
www.withersravene[.com I License No. C -0832

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34 -Aim
ENGINEERS [ PLANNERS j SURVEYORS
3) The impacts shown on Sheet2 of5 do not appear to satisfy the avoidance and minimization
requirements for stream and Neuse Riparian Buffer impacts. Please provide additional
information regarding how these impacts have been avoided and minimized and how
sediment will be prevented from entering the stream; or provide an alternative design that
removes the cul -de -sac and sewer line from the Neuse protected buffer.
Under the previously permitted impacts the roadway consisted of a perpendicular
stream /buffer crossing in order to accommodate the development of the land on the west
side of the stream for the construction of townhomes. Due to the changes in the market the
Owner has decided to develop the land as single family lots instead of townhomes and the
layout has changed to accommodate this type of development. This change allowed us to
reduce the length of the street and the radius of the cut -de -sac required to provide access to
the tots proposed. The impact shown on sheet 2 of 5 is for the grading of the cut -de -sac and
the sewer tine area necessary in order to tie fill from the cut -de -sac to natural grade, which
will also provide adequate cover over the proposed sanitary sewer and storm drainage
outfatts which originate in the cut -de -sac.
Per City standards, any cut -de -sac roadway at or below 150' in length can have a back of curb
radius of 37.5', however, once you increase that road length the radius will need to increase
to 48'. This rule is to provide an adequate turnaround for the fire department. In addition
and per City standards, tot frontage on a public street shall have a minimum width of 20' in
order to provide enough room to place a driveway and turnouts. Based on these two
minimum standards we have reduced the cut -de -sac to a point where the minimum radius
can be used and the minimum tot frontage is also being used. The proposed cut -de -sac has
been designed to meet the 20' minimum road frontage required by the City of Raleigh's
zoning requirements for developable tots. If the cut -de -sac was relocated farther to the east
to attempt to reduce impacts, Lots 12 & 13 would not have the 20' of road frontage required,
resulting in Lots 12 & 13 not being developable. The River Run property was purchased when
real estate values were much higher. The project's profitability has already been greatly
reduced as a result of the change from a high density townhome development to a much
tower density single family development. Therefore, the toss of Lots 12 & 13 would greatly
impact an already diminished profit margin, potentially rendering the project financially
unfeasible. Therefore, impacts at Impact Q have been minimized to the greatest extent
possible white maintaining a feasible project.
In an effort to further reduce the amount of impacts to the buffers, a retaining watt has been
designed to stabilize fill from the cut -de -sac construction. Due to the topography, tying out
the roadway without the use of a retaining watt would require additional impacts to the
buffer.
It also should be noted that all of the buffer impacts presented in the application are not just
due to the roadway but are also due to utility construction to service the site. During the
City's review of the plans, it has been determined that the sanitary sewer alignment used to
service a portion of the site will need to run through a portion of the buffer. In addition to
E°T°F -HERS CN,7 RAVEHEL Page 2 of 3
-IRS 1 � RI i IL2V 1 P.S

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34 -Aim
ENGINEERS [ PLANNERS j SURVEYORS
the required sewer system, two stormwater systems also need to be installed. The first
system is used to route treated stormwater from an existing off -site discharge point thru our
site and the second is to provide on -site treatment of runoff to meet the City's stormwater
rules. Again, these impacts are being minimized by the use of a retainingwatt.
Prior to construction of the cut -de -sac, sanitary and storm sewer lines a sediment and
erosion control plan will be provided to the City of Raleigh for review and approval. Once
approved by the City of Raleigh, the required sediment and erosion control measures will be
placed in the field and inspected. Once inspected and approved, site construction can
begin. Once construction is completed and prior to removal of the sediment and erosion
control plan measures the site will be stabilized. Once stabilized the City of Raleigh will be
asked to inspect and approve the removal of the sediment and erosion control measures.
Please feet free to call if you have questions or require additional information.
Sincerely,
E°T°F -HERS CN,7 RAVEHEL Page 3 of 3
-IRS 1 � RI i IL2V 1 P.S

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SERVICES Raleigh, Wrth Carolina 27601
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FIRE 0 INSPECTIONS 0 PLANNING
PUBLIC UTILITIES a PUBLIC WORKS
Site and Commercial Building Data Sheet
SITE AND COMMERCIAL BUILDING DATA SHEET 101 .04.11 ; 1
SCALE: 1"=800'
REVISION BLOCK
DESCRIPTION
1 1st REVIEW COMM M 12118fI2
2 MYLAR 5110 1TAL 1MB
PUBLIC IMPROVEMENT QUANTITIES
LEGEND
PHASE 4
PHASE 5
DESCRIPTION
EXISTING
1 -18
PROPOSED
1' CONTOUR INTERVAL --------------------------------
NUMBER OF LOTS
18
11
29
5' CONTOUR INTERVAL - - - -
- -1.60 - - - - -
- -
NUMBER OF OPEN SPACE LOTS
PROPERTY LINE BY SURVEY
0
PUBLIC WATER
853 LF
630 LF
PROPERTY LINE BY DEED - - - -
- - - - - - - -
- -
681 LF
EASEMENT LINE -
PUBLIC STREETS
752 LF
--------------------------
SANITARY SEWER 0
PUBLIC SIDEWALK
549 LF
-SS
549 LF
STORM DRAINAGE
WATERLINE -----
- - -V1—
W
FIRE HYDRANT ASSEMBLY
CABLE TV — ----
- - -TV
—
FIBEROPTIC — ----
- - -Fa
—
OVERHEAD ELECTRICAL — —
— — — — — —
a H E
GAS ----
- - - -G—
TELEPHONE — —
— — — — — —
T —
FENCING STRUCTURE X
X X
❑ ❑
WATERWAYS
WETLANDS
FORCE MAW O—
— — — — — —
F to (D
Gh FM
100 yr FLOOD ...........................
TREELINE
OVERHEAD POWER POLE
c-Q-)
MAILBOX
Q
REVISION BLOCK
DESCRIPTION
1 1st REVIEW COMM M 12118fI2
2 MYLAR 5110 1TAL 1MB
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBER(S)
PHASE 4
PHASE 5
TOTAL
LOT NUMBERS
1 -18
19 -29
1 -29
NUMBER OF LOTS
18
11
29
NUMBER OF LIVEABLE BLDGS.
18
11
NUMBER OF OPEN SPACE LOTS
0
0
PUBLIC WATER
853 LF
630 LF
1, .3
PUBLIC SEWER
961 LF
681 LF
,642 L
PUBLIC STREETS
752 LF
555 LF
19307 LF
PUBLIC SIDEWALK
549 LF
0 LF
549 LF
p Arl 1%. IMM 01
'.=
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ENGINEERS
DRAWING DESCRIPTION
1 PLANN,ERS
I"SURVEYORS
111 MacKenan Drive Cary,
North Carolina
27511 tel: 919 - 469 -3340
www.withersravenel.corn License No. C -0832
3
UTILITY PLAN
4
GRADING & STORM
SHT Na
DRAWING DESCRIPTION
1
EXISTING CONDITIONS PLAN
2
SUBDIVISION PLAN
3
UTILITY PLAN
4
GRADING & STORM
DRAINAGE PLAN
5
WAKE BLUFF DRIVE
PLAN & PROFILE
6
DELTA WOODS LANE AND SANITARY
SEVVER OUTFALL V PLAN & PROFILE
7
LIDGERWOOD LANE, CHANNEL BRANCH DRIVE AND
SANITARY SEWER OUTFALL W PLAN & PROFILE
8
STORMWATER DETAILS
9
ROADWAY DETAILS
10
ROADWAY &STORM DRAINAGE DETAILS
11
UTILITY DETAILS
12
UTILITY DETAILS
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 UTILITIES HANDBOOK.
P
PUBLIC UTILITIES DEPARTMENT PERMIT # - ,3
AUTHORIZATION TO CONSTRUCT
DATE / 113
PUBLIC
SEWER COLLECTION /EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND
CONSTRUCTION METHODS USED FOR THIS PROJECT' SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # --4? 6
AUTHORIZATION TO CONSTRUCT
DATE rp /
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES lL 7,111113
PUBLIC UTILITIES / /3 j
STORMWATER Z51� �bl( 3
PLANNING 0-/W/3
t3
FIRE
URBAN FORESTRY
\ \\ \\ 111 1 1 1 1111 "',
=oR, FESS p�� "ti
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY _ 0 31982 0 -
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATION = °
FN6 �IEEpb`�P
C. IHNPA
H(')R 17C)NTAE & VFRTIC'A1 F)ATt I
BASIS OF BEARINGS NC GRID(NAD 83) ADJUSTMENT AS SHOWN ON A PLAT RECORDED IN MAP BOOK 2003,
PAGE 1438 -1439, OF THE WAKE COUNTY REGISTERY.. VERTICAL DATUM IS AN ASSUMED DATUM BASED ON
VERTICAL ELEVATIONS DERIVED FROM PLANS FROM THOMPSON AND ASSOCIATES FOR RIVER RUN PHASE 3.

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NOTES
1. AREAS COMPUTED BY COORDINATE METHOD.
2. BASIS OF BEARINGS NC GRiD(NAD 83) ADJUSTMENT AS SHOWN ON A
PLAT RECORDED IN MAP BOOK 2003, PAGE 1438 -1439, OF THE WAKE
COUNTY REGISTERY.. VERTICAL DATUM IS AN ASSUMED DATUM BASED ON
VERTICAL ELEVATIONS DERIVED FROM PLANS FROM THOMPSON AND
ASSOCIATES FOR RIVER RUN PHASE 3.
3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4. THE SOLE PURPOSE OF THIS PLAT IS TO DEPICT THE EXISTING
CONDITIONS FOR THE SUBJECT PROPERTY .
5. LINES NOT SURVEYED ARE SHOWN DASHED.
6, OTHER UTILITIES MAY EXIST NOT SHOWN ON THIS SURVEY.
7. CABLE, ELECTRICAL, SANITARY SEWER, STORM, AND WATER UTILITIES
LYING WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY WERE A
PART OF THIS SURVEY AND INCLUDE ABOVE GROUND STRUCTURES
ASSOCIATED WITH THE UTILITIES. ONLY THE SANITARY SEWER AND
STORM DRAINAGE WERE MAPPED STRUCTURE TO STRUCTURE WITH INVERT
INFORMATION. PRIOR TO ANY EARTH MOVING OPERATIONS. ALL UNDER
GROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
ASSOCIATED WITH THE PROJECT.
8. NOT INTENDED TO MEET N.C.G.S. 47 -30.
9. A PORTION OF SUBJECT PROPERTY BEING DEPICTED DOES LIE WITHIN
ZONE "X OF THE FEMA FLOODPLAIN PER MAP" NUMBER 3720172900J,
Tom- CID# 370243 WITH AN EFFECTIVE DATE OF MAY 2, 2006.
10. PROPERTY ZONED SINGLE FAMILY DISTRICT R4
BENCHMARK LIST
BENCHMARK 1 IS A BENCH -TIE SPIKE WiTH A TAG MARKER
SET INTO A 20" OAK TREE 21.5' DUE EAST OF THE BACK
OF CURB ON WAKE BLUFF DRIVE AND 58.8' NORTHEAST OF
BM A WATER VALVE AND HAVING THE FOLLOWING COORDINATES
1
N. 793966.9640 E. 2125507.5340 (NAD 83) AND AN
ELEVATION OF 276.29' (ASSUMED DATUM)
BENCHMARK 2 IS A BENCH -TIE SPIKE WiTH A TAG MARKER
SET INTO A 14" PINE, 29.9' NORTHWEST OF A CATCH BASIN
BM AT STONEYWOODS DRIVE AND 73.2' NORTHEAST OF A DROP
2 INLET AND HAVING THE FOLLOWING COORDINATES N.
793359.0050 E. 2125500.4810 (NAD 83) AND AN
ELEVATION OF 293.34' (ASSUMED DATUM)
BENCHMARK 3 IS A SPINDLE WITH A TAG MARKER SET iN
THE PAVEMENT OF LIGERWOOD LANE 2.9' WEST OF THE
BACK OF CURB , 4.6' NORTH OF A WATER VALVE AND
BM 15.1 ' SOUTH OF A WATER MANHOLE AND HAVING THE
3 FOLLOWING COORDINATES N. 793301.8950, E:
2124528.6330 (NAD 83) AND AN ELEVATION OF 305.78'
(ASSUMED DATUM)
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Ss ff9 s flW_ 07.11' { �• '� 1- - co IV/. W- 299:5'
iRV. OUT- 2"'
WV WV
vi
I No.1 RPvisinn i Date I By
Designer
W &R
Scale
1 " =60'
Drawn By
Date
SH
11/15/12
Checked By
Job No.
SH
2080688.06
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL. STATE. AND FEDERAL RULES
AND REGULATIONS.
MAP/DEED REFERENCES:
BM 2003, PG 1438 -1439
BM 2007. PG 1918
SM 2004. PG 2198. -2200
BM 2005, PG 809 -814
BM 2005, PG 945
BM 1996, PG 1170
BM 2004. PG 1155 -1156
BM 2005, PG 2386
DB 12121. PG 155
DB 10524, PG 1988
GRAPHIC SCALE
60 0 30 60 120
moll 6mmmml
1 inch = 60 ft
TEL
EELLEC
PED
�+
CAN •art _ \
t�U 04 I SSLAi
FH Wv m RAU- 291145'
WV. IN(S)- 291.19'
BMW. 9W- 289.63'
SSI1R1
WV. OUT(N)- 289.Y1 •
LEGEND (UNLESS OTHERWISE NOTED)
0 000000000000000
o° .�1A C °Oo
0
0000 Q�o °`pOOOOOO o`�AI °o
FESS��o
a 00 a °
SSA o 0
D °
31982 0
0
���I�°FIG f NE�� p
0 Y °O0° °°°0 °° o.
o °0000° ;ouun 1 VA 00, ° 600' ✓1 `�1 as
M
GO
0
d
z
S
fr
O
z
D
t9
EXISTING IRON PiPE
®
F
rtv: x
1' CONTOUR INTERVAL -----------
SET IRON PIPE
O
SANITARY SEWER CLEAN -OUT
Y�
5' CONTOUR INTERVAL
�+
CAN •art _ \
t�U 04 I SSLAi
FH Wv m RAU- 291145'
WV. IN(S)- 291.19'
BMW. 9W- 289.63'
SSI1R1
WV. OUT(N)- 289.Y1 •
LEGEND (UNLESS OTHERWISE NOTED)
0 000000000000000
o° .�1A C °Oo
0
0000 Q�o °`pOOOOOO o`�AI °o
FESS��o
a 00 a °
SSA o 0
D °
31982 0
0
���I�°FIG f NE�� p
0 Y °O0° °°°0 °° o.
o °0000° ;ouun 1 VA 00, ° 600' ✓1 `�1 as
M
GO
0
d
z
S
fr
O
z
D
t9
EXISTING IRON PiPE
®
SANITARY SEWER MANHOLE
G
1' CONTOUR INTERVAL -----------
SET IRON PIPE
O
SANITARY SEWER CLEAN -OUT
®
5' CONTOUR INTERVAL
CONCRETE MONUMENT
a
STORM SEWER MANHOLE
®
PROPERTY LINE
CONCRETE R/W MONUMENT
a
CATCH BASIN
CURB & GUTTER
BENCH MARK
0
YARD INLET
®
FENCE STRUCTURE
X" DIA. HICKORY TREE
FLARED END SECTION
TREE LINE
Am X" sac
LIGHT POLE
#
CABLE TELEVISION LINE
-- -
X" DIA. BEECH TREE
1 X" 13CFI
FIRE HYDRANT
yY
ELECTRICAL LINE
TELEPHONE LINE
- -
X" DIA. MAPLE TREEX-
ELECTRIC PEDESTAL
A
SANITARY SEWER FACILITIES
-'
X" DIA OAK TREE
x. oAK
TELEPHONE PEDESTAL
STORM SEWER FACILITIES
X" DIA. POPLAR TREE
X" ORN
WATER METER
TEL
UTILITY LINE
WATER LINE
- -,,��ww�
- -I�
X" DIA. APPLE TREE
*X*
WATER VALVE
hV
APPLE
Sheet No.
''
of
ENGINEERS
I PLANNERS I
SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919 - 467 -6008 www.withersravenel.com

3:1 (TYP.)
CUT OR FILL
TYPICAL MINOR RESIDENTIAL STREET
rrcurwtU 0/0 = Zo.U-
(CHANNEL BRANCH DRIVE)
45' PUBLIC R /IN
3:1 (TYP.)
CUT OR FILL
3:1 (T?P.
CUT OR FILL
3:1 (TYP.)
CUT OR FILL
'r
TYPICAL RESIDENTIAL STREET
NM PROPOSED PUBLIC R/W = 50' MIN
PROPOSED B/B = 31.0'
(WAKE BLUFF DRIVE)
11 OPEN SPACE LEGEND
PLEASE SEE THE SITE DATA TABLE ON APPROVED
r RESIDENTIAL CULSTER PLANS (S- 108 -03) FALLS
v LANDING SUBDIVISION PLANS APPROVED 8/9/07,
r BY THOMPSON & ASSOCIATES FOR ORIGINAL
OPEN SPACE AREA AND OPEN SPACE QUOTIENT
CALCULATIONS.
U
D
I'M" WN I'M 11+1 kw" kw"
I,WEI�������������� MANAGED OPEN SPACE
(TO BE MAINTAINED BY HOA),
E3
13.0'
13.0'
L1
9.5'
2.5-1- 10.5'
10.5' 2.5'
9.5'
129.70'
CE ELEV. PER PROFlLE
N75'29'05" E
45.00'
Z / =/!
2%
2%
1 4 FT
UT R F7
CUT OR FILL
68.76'
L6
S8843'51 "W
149.56'
°off �o
22.50'
L8
N88 43'51 "E
291.30'
30" VALLEY
CURB & GUTTER
N01 *1 6'09'WI
g' ABC
2.5 BCSC, TYPE 12
30" VALLEY
FRONT YARD
10 FT
CURB &GUTTER
3:1 (TYP.)
CUT OR FILL
3:1 (T?P.
CUT OR FILL
3:1 (TYP.)
CUT OR FILL
'r
TYPICAL RESIDENTIAL STREET
NM PROPOSED PUBLIC R/W = 50' MIN
PROPOSED B/B = 31.0'
(WAKE BLUFF DRIVE)
11 OPEN SPACE LEGEND
PLEASE SEE THE SITE DATA TABLE ON APPROVED
r RESIDENTIAL CULSTER PLANS (S- 108 -03) FALLS
v LANDING SUBDIVISION PLANS APPROVED 8/9/07,
r BY THOMPSON & ASSOCIATES FOR ORIGINAL
OPEN SPACE AREA AND OPEN SPACE QUOTIENT
CALCULATIONS.
U
D
I'M" WN I'M 11+1 kw" kw"
I,WEI�������������� MANAGED OPEN SPACE
(TO BE MAINTAINED BY HOA),
E3
, " '`
�";
L1
0
97. * ° z I
L2
0
129.70'
L3
N75'29'05" E
45.00'
L4
S8848'41 "W
150.00'
L5
N08 27'04" W
68.76'
L6
S8843'51 "W
149.56'
L7
NO 1'11 6'09r W
22.50'
1729432139
R -4
1\
1\
1729433232 �
R -4 1
1
1 BAILEY- MYERS, I
1 MYERS, KEN
1 1729434
R -4
t
PHASES 4 & 5 OPEN SPACE
QUOTIENT CALCULATIONS
MINIMUM OPEN SPACE QUOTIENT PER CITY OF RALEIGH
CODE OF ORDINANCES SECTION 10- 3071 (5)b = 75 FT.
TOTAL SITE OPEN SPACE AREA= 236,805 SF
TOTAL OPEN SPACE PERIPHERY= 5,632 LF
5,632 LF /4= 1,408 LF
236,805 SF = 168.2 LF
1,408 LF
3
11.01
3:1 (TYP.)
CUT OR FILL
ROADWAY LINE TABLE
LINE
BEARING
DISTANCE
L1
S1738'13"W
28.01'
L2
S01'12'31 "E
129.70'
L3
N75'29'05" E
45.00'
L4
S8848'41 "W
150.00'
L5
N08 27'04" W
68.76'
L6
S8843'51 "W
149.56'
L7
NO 1'11 6'09r W
22.50'
L8
N88 43'51 "E
291.30'
L9
N01 *1 6'09'WI
33.00'
1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM /
AMOUNT OF INCONVENIENCE TO TRAFFIC. I /
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE 1 Ae
TO PROVISIONS OF THE MOST CURRENT EDITION OF MUTCD. CONLEY, BRIAN P & © V
3. NO WORK ON OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES SHALL OCCUR DURING ' ' I KAREN M / 0
THE PEAK HOURS OF 7AM - 9AM AND 4PM - 6PM, MONDAY THRU FRIDAY. THE CONTRACTOR 1729533969
MUST OBTAIN A LANE- CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF I R -4
A TRAVEL LANE. PLEASE CONTACT THE CITY PUBLIC WORKS DEPARTMENT - TRANSPORTATION H7�3LT, OBERT D 8rt !
OPERATIONS DIVISION AT (919) 996 -3030 FOR LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE lI TpNYA L I N/F
AND FOR STREET 'CLOSURES, AT LEAST 2 WEEKS IN ADVANCE. PROVIDE EXACT LOCATION, l i-;6'R541012 RIVER RUN PHASE 1 V
CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER. BM 2004 PG 2199
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT
AT (919) 516 -2495 TO OBTAIN A STREET CUT PERMIT. / / 0
ROADWAY CURVE TABLE 5. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE. /
6 THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
LINE
RADIUS
ARC
CHORD
CHORD BEARING
C1
275.00'
257.77'
248.44'
S09'12'59"E
C2
275.00'
167 32'1
164.75'
S1838'21 "E
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER.QO
m
!M !
RIVER RUNN / F P H/ E
1 I �--- -- BM 2007 PG/ 1918
! -
� RIVER RUN �` L � \ �` to i� '($ i!
NEIGHBORH, 0 ASSFI INC
1729R5 41858 ¢ 6.�o a2O' PRIVATE�IQ _ ! SIGHT [
UR� / � / \ � STORM I - Q - ! EASEME
WILD WAS _ I DRAINAGE I ? sb 23 AC
F
(p(ISTiNG 45' _ _ __ � , \ ! �EMENT-
_ --r- -- I I N/F I - o.t2• - $ PRIVATE STI
I I BM 2007 PG 191 i --- -- DRAINAG �E
_'`- ---- -_ - -r_'"_ I 1 1 RIVER RUN PHASE 191 3 / r -� ES
1 I
RIVER RUN
I I I I I I NEIGHBORHOQ9"ASSN INS / t
Q 077 sF (1% I
I I I I I 1 =30 530784 � �� .� �. !6 AC ' N 4)
JOHN WIELAND
I I I I I HOMES & NEIGHBORHOODS
I I 1729439744 I PRIVATE STORM 0
1 I I
HOMES
JOHN i R -4 I / '/' DRAINAGE EASEMENT - N
I I 1 i 1 176 i7i sF
I I I NEIGHBORHOODS Q 1 16 P�
JOHN WIELAND I 1729438743 I •/ 1 F
BERTRAND, GILLES F & I JANSEN, MARL A & 1
1 HOMES & I R -4 I 1
NEVIN USA C KIMBERLY 1 1 NEIGHBORHOODS I _ �°° w - - - - - - - Q
;ER, I 1729435771 1 i 729436761 / � \ �" � \ Df2I
R -4 R -4 1 1729437752 i I ` - SI
772 11 ( • I _ R _4 _ I / I &* 1 PROPOSED 5' _ o� EI
h i sInFWAI K .9
8 5- R -4
N I I/ SHA
KAREN ELIZABETH
&
N/F 1 1\
sue+ I
ETH R WOODBRIDGE PHASE 2 I / 172 R�-34 230 I \
R BM 1996 PG 1170 I 1 �� I \
I \ DG F I 1
_ ----- - �- \ WOODBRI E PHASE 2 - - - - - -
1 BM 1996 PG 1170 1
SITE DATA TABLE PHASES 4 & 5
ZONING
R -4 (CLUSTER), WPOD*
TOTAL TRACT AREA
14.52 AC
OPEN SPACE REQUIRED (10 %)
1.45 AC
OPEN SPACE PROVIDED
5.44 AC
M.O.S. (MANAGED OPEN SPACE - TO BE MAINTAINED BY HOA)
5.44 AC
OPEN SPACE QUOTIENT
168.2
* *TOTAL # OF UNITS ALLOWED
139 DU
TOTAL # OF UNTIS PROPOSED
29 DU
** *OVERALL CLUSTER DENSITY (FROM S- 108 -03)
2.44 DU /AC
OVERALL DENSITY PROPOSED (TOTAL # OF UNITS /TOTAL TRACT AREA)
2.00 DU /AC
(29 LOTS/ 14.52 AC)
FIRE
MINIMUM LOT AREA ALLOWED R -4 ZONING (PER S- 108 -03)
6,734 SF
MINIMUM LOT AREA PROVIDED
7,077 SF
MEDIAN LOT AREA PROVIDED
10,453 SF
AVERAGE LOT AREA PROVIDED
10,935 SF
MINIMUM LOTS SETBACKS PROVIDED
FRONT YARD
10 FT
CORNER FRONT YARD
10 FT
REAR YARD
20 FT
AGGREAGATE FRONT & REAR
40 FT
SIDE YARD MINIMUM (AGGREGATE)
5 FT (15 FT)
MINIMUM 10 FEET BETWEEN BLDGS.
* SITE IS LOCATED IN THE SECONDARY URBAN WATER SUPPLY WATERSHED PROTECTION
AREA OVERLAY DISTRICT AND MEETS THE REQUIREMENT OF 2 DWELLING
UNITS OF SINGLE
FAMILY DETACHED DEVELOPMENT PER ACRE WHICH DOES NOT REQUIRE
STORMWATER
CONTROL MEASURES.
** TOTAL # UNITS ALLOWED FOR PHASES 4 &5 EQUALS # OF UNITS ALLOWED
FOR ENTIRE
SUBDIVISION S- 108 -03 (252) MINUS THE # OF UNITS DEVELOPED IN
PHASES 1, 2, AND
3 (113)= 139.
* ** OVERALL DENSITY PROPOSED EQUALS 186 UNITS/ 76.22 ACRES =
2.44
ffK'% IVEKw'% RUNN SutsDIVISI
PEHEASES 4 & 5
COUNTY WAKE
NORTH CAROLINA I I
R -4
GENERAL NOTES
1. PROPERTY ZONED SINGLE FAMILY DISTRICT R -4 CLUSTER.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. BASIS OF BEARINGS NC GRID(NAD 83) ADJUSTMENT AS SHOWN ON A
PLAT RECORDED IN MAP BOOK 2003, PAGE 1438 -1439, OF THE WAKE
COUNTY REGISTERY. VERTICAL DATUM- IS AN ASSUMED DATUM BASED ON
VERTICAL ELEVATIONS DERIVED FROM PLANS FROM THOMPSON AND
ASSOCIATES FOR RIVER RUN PHASE 3.
4. ADJACENT PROPERTY OWNER INFORMATION BASED ON WAKE COUNTY GIS.
5. STREAM, WETLAND, & BUFFER INFORMATION PROVIDED BY WITHERS
& RAVENEL
6. THIS PROPERTY DOES NOT LIE WITHIN THE FEMA FLOODPLAIN PER MAP
NUMBER 3720172900J, WITH AN EFFECTIVE DATE OF MAY 2, 2006.
7. DIVISION OF WATER QUALITY (DWQ) AND /OR UNITED STATES ARMY
CORPS OF ENGINEERS (USACOE) APPROVAL SHALL BE REQUIRED
PRIOR TO CONSTRUCTION WITHIN WETLANDS OR STREAM BUFFER
AREAS.
8. CABLE, ELECTRICAL, SANITARY SEWER, STORM, AND WATER UTILITIES
LYING WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY WERE A
PART OF THIS SURVEY AND INCLUDE ABOVE GROUND STRUCTURES
ASSOCIATED WITH THE UTILITIES. ONLY THE SANITARY SEWER AND STORM
DRAINAGE WERE MAPPED STRUCTURE TO STRUCTURE WITH INVERT
INFORMATION. PRIOR TO ANY EARTH MOVING OPERATIONS, ALL UNDER
GROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
ASSOCIATED WITH THE PROJECT.
9. THE TURNOUT RADIUS AT ALL INTERSECTIONS SHALL BE A MINIMUM
OF 30 FEET MEASURED AT THE BACK OF CURB.
10. THE MINIMUM, CORNER CLEARANCE FROM THE CURB LINE OF
INTERSECTING STREETS SHALL BE AT LEAST 20 FEET FROM THE
POINT OF TANGENCY OF THE CURB.
11. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL
WIDTH RIGHT -OF -WAY CLEARED AND GRADED WITHIN 50 FEET OF
ALL STREET INTERSECTIONS.
12. ALL RIGHT -OF -WAY SHOWN HEREIN IS PUBLIC RIGHT -OF -WAY,
UNLESS OTHERWISE NOTED.
13. NO SIGHT OBSTRUCTION, OR PARTIALLY OBSTRUCTING WALL,
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECTS BETWEEN THE HEIGHTS OF TWO (2') AND EIGHT (8')
ABOVE THE CURB LINE ELEVATION (OR EDGE OF PAVEMENT IF NO
CURB EXISTS) SHALL BE PLACED WITH IN A SIGHT TRIANGLE. ALL
SIGHT TRIANGLES AND SIGHT EASEMENTS SHOWN ON THIS
PRELIMINARY PLAN SHALL BE SHOWN ON THE RECORDED PLAT.
14. ALL TREES FALLING WITHIN THE SIGHT TRIANGLES SHOWN ON THIS
PLAN SHALL BE UMBED -UP BETWEEN 2' AND 8' IN HEIGHT
ABOVE THE CURB LINE ELEVATION.
NF
RIVER RUN PHASE 1
BM 2005 PG 2387
UU, JIYIN & XIANG Y ZHONG
1729546003
3.01- R -4
i
I
DAWSON, BARBARA J
1 1729547052
R -4
I
WATSON, ERIC C &
KIMBERLY D
1729537888
R -4
N/F
BEDFORD AT' FALLS RIVER
PHASES 37 -39
,BM 2005 PG 809 -814
SAMUELSSON, JOHAN &
SABRINA M
1729537769
R -4
WASSERMAN, NINEIT
CLARKE, PHILIPPA J &
AVI WASSERMAN
1729537751
R -4
STANFORD, MARY
DENISE
1729537643
R -4
KOZAK, BRYAN C &
KATHLEEN M
1729537536
R -4
BROWN, GARRICK A &
MARY M
1729537438
R -4
BRAZIER, JOAN M
1729537431
R -4
'ROTECTIVE 2' \ _ YARD - - - - - - - - -
YARD 20.22
119.1 24.72 48.78' 71.00' _
-I I I 1 I TURNER, BRIAN
KAEUN
TURNER,- MELISSA GQUBEOUBE tA AUX
I I� KLOSS MICHAEL & I 1729537333
HUGHES, JOHN A NEWELL, ERIC N Z D ' R -4
1729533312 i & NATALIE H I I Z REBECCA L TOWNSEND 1
R -4 1729 C� 1729536312
85344342 I I R -4 I- - - - - - - - - -
20' PRIVATE DRAINAGE
ENT- BM_2005- P4 945---- - - - - -- � r��QQ--- - - - - -I
i I. IO
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15. MULTI -STOP CONTROL WILL NOT BE USED AT ANY PUBLIC STREET
INTERSECTION WITHOUT APPROVAL FROM THE CITY TRAFFIC
ENGINEER.
16. WHEELCHAIR ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH
RALEIGH ENGINEERING STANDARD DRAWING STD #20.11 WHERE
SIDEWALK IS NOT REQUIRED ALONG THE PUBLIC RIGHT -OF -WAY, CURB
IS TO BE DEPRESSED AT ALL RAMP LOCATIONS SHOWN ON STD #20.11.
17. ALL RESIDENTIAL STREETS WITHIN THE SUBDIVISION WILL BE POSTED
WITH 25mph SPEED LIMIT.
18. ALL PROPOSED STREETS SHALL BE PUBLIC.
19. REFER TO LANDSCAPE SHEET 5 -FROM APPROVED PRELIMINARY SITE
PLAN S -15 -12 FOR PERIMETER BUFFER & STREET TREE PLANTING
REQUIREMENTS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
F?'j➢
CITY OF RALEIGH
ALL CONSTRUCTION
MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND
FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES C
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
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F?'j➢

UTILITY NOTES:
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY
OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
HANDBOOK, CURRENT EDITION).
2. TOPOGRAPHIC INFORMATION PROVIDED BY WITHERS & RAVENEL, INC.
3. THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE
INFORMATION, BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. ANY POTENTIAL
CONFLICTS WITH PROPOSED CONSTRUCTION SHALL BE REPORTED TO THE PROJECT
ENGINEER FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION.
4. UTILITY SEPARATION REQUIREMENTS:
- WHEN INSTALLING WATER & /OR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED
DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN
IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST
18' ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC
UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER
TO OUTSIDE DIAMETER.
- WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A
SANITARY SEWER PASSES OVER A WATERLAN, DIP MATERIALS OR STEEL
ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED &
INSTALLED TO WATERLINE SPECIFICATIONS.
- 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY
SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR
SANITARY SEWER.
- MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERLANN & RCP STORM
DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY
SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS
CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING
6' MIN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49).
- ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES
WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
5. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW &APPROVAL OF AN
AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO
EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT.
ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR
ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
7. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS.
8. INSTALL 3/4° DIP WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN
A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.
9. INSTALL 4 PVC OR DIP SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS
LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
10. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING
80 PSI;. BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING
BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.
11. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED
FROM NCDWQ, USACE & /OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND & /OR
FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
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CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM
AMOUNT OF INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE
TO PROVISIONS OF THE MOST CURRENT EDITION OF MUTCD.
3. NO WORK ON OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES SHALL OCCUR DURING
THE PEAK HOURS OF 7AM - 9AM AND 4PM 6PM, MONDAY THRU FRIDAY. THE CONTRACTOR
MUST OBTAIN A LANE - CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF
A TRAVEL LANE. PLEASE CONTACT THE CITY PUBLIC WORKS DEPARTMENT - TRANSPORTATION
OPERATIONS DIVISION AT (919) 996 -3030 FOR LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE
AND FOR STREET CLOSURES, AT LEAST 2 WEEKS IN ADVANCE. PROVIDE EXACT LOCATION,
CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT
AT (919) 516 -2495 TO OBTAIN A STREET CUT PERMIT.
5. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FqR THE EXTENSION
OF WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTM NT AT (919)516 -2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT (919 -4540 AT LEAST
TWENTY FOUR HOURS PRIOR TO BEGINNING V OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONEYTARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTE1
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 POSSIBI F EXCI LISION FROM
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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 UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # k J
AUTHORIZATION TO CONSTRUCT�,.�
DATE
PUBLIC
SEWER COLLECTION /EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND
CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
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1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM
AMOUNT OF INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE
TO PROVISIONS OF THE MOST CURRENT EDITION OF MUTCD.
3. NO WORK ON OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES SHALL OCCUR DURING
THE PEAK HOURS OF 7AM - 9AM AND 4PM 6PM, MONDAY THRU FRIDAY. THE CONTRACTOR
MUST OBTAIN A LANE - CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF
A TRAVEL LANE. PLEASE CONTACT THE CITY PUBLIC WORKS DEPARTMENT - TRANSPORTATION
OPERATIONS DIVISION AT (919) 996 -3030 FOR LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE
AND FOR STREET CLOSURES, AT LEAST 2 WEEKS IN ADVANCE. PROVIDE EXACT LOCATION,
CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT
AT (919) 516 -2495 TO OBTAIN A STREET CUT PERMIT.
5. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FqR THE EXTENSION
OF WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE
FOR CONTACTING THE PUBLIC WORKS DEPARTM NT AT (919)516 -2159, AND
THE PUBLIC UTILITIES DEPARTMENT AT (919 -4540 AT LEAST
TWENTY FOUR HOURS PRIOR TO BEGINNING V OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONEYTARY FINES AND
REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTE1
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 POSSIBI F EXCI LISION FROM
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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 UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # k J
AUTHORIZATION TO CONSTRUCT�,.�
DATE
PUBLIC
SEWER COLLECTION /EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE
CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND
CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
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STORM DRAINAGE PIPE SCHEDULE
DS
Inlet
US
Inlet
DS
Invert
U5
Invert
Pipe
Size
Pipe
Length(ft)
Pipe
Slo a ( %)
Discharge
GiO (cfs)
Ave Vel
(ft /s)
FESiO
JBii
242.50
245.90
18"
Dia.
40.55
8.38
8.56
10.93
JBii
SB12
246.10
250.00
18"
Dia.
63.09
6.18
8.59
10.46
SB12
CB13
254.00
264.05
18"
Dia.
102.68
9.79
8.63
13.66
CB13
CB14
270.35
271.33
15"
Dia.
90.78
1.08
1.40
4.25
CB14
CB15
271.53
271.65
15"
Dia.
31.00
1.03
1.05
3.77
CB13
C816
275.79
276.10
15"
Dia.
31.00
1.00
6.26
6.00
CB16
CB17
276.30
281.45
15"
Dia.
150.82
3.41
3.68
7.69
FES20
JB21
247.00
252.95
18"
Dia.
79.40
7.49
5.25
10.62
JB21
Y122
256.78
263.75
18"
Dia.
77.44
9.00
5.27
11.48
Y122
CB23
264.77
273.31
18"
Dia.
131.63
5.49
2.46
8.94
FES30
JB31
254.36
257.23
18"
Dia.
35.88
8.00
7.80
10.32
JB31
SB32
263.73
266.52
18"
Dia.
32.83
8.50
7.82
10.39
SB32
CB33
269.60
276.06
18"
Dia.
87.92
7.35
7.85
11.89
CB33
CB34
276.26
285.37
18"
Dia.
125.98
7.23
6.36
11.50
C834
CB35
287.22
296.48
15"
Dia.
246.51
3.76
4.24
8.90
CB35
CB36
297.95
298.23
15"
Dia.
26.iB
1.07
2.03
4.49
CB34
CB39
286.96
287.22
15"
Dia.
26.00
1.00
1 -73
4.24
CB35
CB37
296.68
297.22
15"
Dia.
70.81
0.76
2.22
2.95
CB37
CB38
297.42
297.91
15"
Dia.
64.50
0.76
2.16
4.23
EW40
JB41
253.75
254 -28
42"
Dia.
21.41
2.47
51.00
5.50
JB41
JB42
261.80
267.68
42"
Dia.
73.76
7.97
51.00
15.35
JB42
JB43
272.63
274.12
42"
Dia.
135.75
1.10
51.00
9.93
JB43
YI44
274.32
274.76
42"
Dia.
43.86
1.00
51.00
5.55
51 UKM UKAINAUL NV I L5
�7Z•I:�T'P7L 1.1 ► a
Inlet
Name
Runoff
Coeff
System
Int (in /hr)
Drainage
Area (ac)
Inlet Sys
Q (cfsl
Rim*
Elev
Floor
Elev
Box
Depth (ft)
JB11
0.00
7.01
0.00
0.00
250.40
245.90
4.50
SB12
0.00
7.04
0.00
0.00
259.01
250.00
9.01
CB13
0.86
7.07
0.17
1.03
280.75
264.05
16.70
CB14
0.83
7.18
0.06
0.36
276.50
271.33
5.17
CB15
0.58
7.22
0.25
1.05
276.50
271.85
4.65
CB16
0 -57
7.12
0.65
2.64
280.75
276.10
4.64
CB17
0.67
7.22
0.76
3.68
286.10
281.45
4.65
JB21
0.00
7.11
0.00
0.00
261.33
252.95
8.38
YI22
0.53
7.14
0.75
2.84
269.00
262.87
6.13
CB23
0.71
7.22
0.48
2.46
278.75
273.31
5.44
JB31
0.00
6.81
0.00
0.00
270.73
257.23
13.50
SB32
0.00
6.82
0.00
0.00
275.47
266.52
8.95
CB33
0 -68
6.85
0.33
1.54
281.96
276.06
5.90
CB34
0.65
6.90
0.12
0.54
291.87
285.37
6.50
CB35
0.59
7.03
0.02
0.08
302.85
296.48
6.37
CB36
0.39
7.22
0.72
2.03
302.86
298.23
4.65
CB37
0.59
7.14
0.02
0.08
303.00
297.22
5.78
CB38
0.44
7.22
0.68
2.16
302.41
297.91
4.50
C839
0.50
7.22
0.48
1.73
291.87
287.22
4.65
JB41
0.00
7.22
0.00
0.00
270.25
254.28
15.97
J842
0.00
7.22
0.00
0.00
279.68
267.68
12.00
J843
0.00
7.22
0.00
0.00
280.72
274.12
6.60
YI44
0.00
7.22
0.00
51.00
279.50
274.76
5.24
I
I
FES: FLARED END SECTION CB: CATCH BASIN JB:
JUNCTION BOX, SB: SPUTTER BOX, DI: DROP INLET, Yt: YARD INLET W/ 6" OPENING SLAB TOP
DISCHARGE BASED ON 10 -YR STORM EVENT (UNLESS NOTED OTHERWISE.
1. ALL CONSTRUCTION SHALL SHALL BE IN ACCORDANCE WITH CURRENT CITY
OF RALEIGH STANDARD SPECIFICATIONS AND DETAILS.
2. RIM ELEVATION GIVEN FOR CB IS TOP OF CURB, DI IS TOP OF GRATE, JB & SB 1S TOP OF RIM.
3. ALL PIPING SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) UNLESS NOTED OTHERWISE.
4. ALL PUBLIC STORM DRAINAGE FRAMES, GRATES, & HOODS SHALL BE STAMPED
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS.
5. SEE SPUTTER BOX DETAILS ON SHEET 8 FOR DIMENSIONS AND ELEVATIONS.
VELOCITY DISSIPATOR DESIGN
OUTLET
PIPE
DISCHARGE
LENGTH
OUTLET
D.STREAM
RIP RAP
RIP RAP
DIA.
10 -YEAR
L
WIDTH
WIDTH
THICKNESS
CLASS
INCHES
CFS
INCHES )
(NCDOT
FES10
18
8.56
12
*
*
22
1
FES20
18
5.25
1 9
*
*
22
1
EW40
42
51.00
1 24
**
**
22
1
FES30
18
7.80
1 12
*
*
22
1
ALL DISSIPATORS SIZED BASED ON THE 10 -YR STORM EVENT.
ALL DISSIPATORS SHALL HAVE FILTER FABRIC UNDERLINERS.
* SEE BY -PASS CHANNEL DETAIL FOR LOCATION
** PLACE RIP RAP WITHIN EXISTING CHANNEL TO A DEPTH OF 3'
ABOVE CHANNEL BOTTOM ALONG SIDE SLOPES
I I
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM
AMOUNT OF INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE
TO PROVISIONS OF THE MOST CURRENT EDITION OF MUTCD.
3. NO WORK ON OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES SHALL OCCUR DURING
THE PEAK HOURS OF 7AM - 9AM AND 4PM - 6PM, MONDAY THRU FRIDAY. THE CONTRACTOR
MUST OBTAIN A LANE- CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF
A TRAVEL LANE. PLEASE CONTACT THE CITY PUBLIC WORKS DEPARTMENT- TRANSPORTATION
OPERATIONS DIVISION AT (919) 996 -3030 FOR LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE
AND FOR STREET CLOSURES AT LEAST K
2 WEEKS S IN ADVANCE. PROVIDE EXACT LOCATION,
CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT
AT [phone] TO OBTAIN A STREET CUT PERMIT.
5. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
6. THE CONTRACTOR H A
CONTRACTOR S HALL HAVE A COMPLETE SET OF CONTRACT: DOCUMENTS AS WELL AS ALL
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER.
I I ,I I
WILD WATERS DRIVE
gXIS-r1NG 45 PUBLIC KIWI-
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t
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT CITY OF
RALEIGH STANDARD SPECIFICATIONS & DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. THIS PROPERTY DOES NOT LIE WITHIN THE FEMA FLOODPLAIN PER MAP
NUMBER 3720172900J, WITH AN EFFECTIVE DATE OF MAY 2, 2006.
4. SITE IS LOCATED IN THE SECONDARY URBAN WATER SUPPLY WATERSHED
PROTECTION AREA OVERLAY DISTRICT AND MEETS THE REQUIREMENT OF 2
DWELLING UNITS OF SINGLE FAMILY DETACHED DEVELOPMENT PER ACRE
WHICH DOES NOT REQUIRE STORMWATER CONTROL MEASURES.
5. RECEIVING WATERCOURSE: UNNAMED TRIBUTARY OF THE NEUSE RIVER.
6. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CITY OF RALEIGH SPECIFICATIONS AND DETAILS.
7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES
SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION, BUT
CAN BE CONSIDERED ONLY AS APPROXIMATE.
8. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 2 FEET TO THE
PIPE CROWN IN TRAFFIC, UNLESS APPROVED BY THE CITY OF RALEIGH.
9. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FOOT TO THE
PIPE CROWN IN NON - TRAFFIC AREAS.
10. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED CONCRETE
PIPE FLARED END SECTION UNLESS OTHERWISE SPECIFIED ON PLANS.
11. EACH DRAINAGE STRUCTURE SHALL HAVE A SHAPED INVERT CONSTRUCTED
FROM CONCRETE, AND A BENCH WITH A MAXIMUM 5:1 SLOPE. THE BENCH SHALL
BEGIN AT A HEIGHT OF ONE -HALF THE PIPE DIAMETER FOR 12 TO 24 INCH PIPE,
ONE -THIRD THE PIPE DIAMETER FOR 30 - 48 INCH PIPE, AND ONE- FOURTH THE
DIAMETER FOR PIPE GREATER THAN 48 INCHES.
12. ENERGY DISSIPATERS SHALL BE INSTALLED AT ALL STORM SEWER DISCHARGE
POINTS. A FABRIC OR WASHED STONE BARRIER SHALL BE INSTALLED BETWEEN
THE DISSIPATION PAD AND THE NATURAL GROUND.
13. ALL STORM DRAINAGE EASEMENTS SHALL BE "PRIVATE" UNLESS OTHERWISE
SPECIFIED.
14. THE CONTRACTOR SHALL NOTIFY THE CITY OF RALEIGH ENGINEERING DEPARTMENT
AT 890 -3430 TO SCHEDULE CONSTRUCTION INSPECTIONS.
15. STORM PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED IN
ACCORDANCE WITH CITY OF RALEIGH STANDARD SPECIFICATIONS AND DETAILS.
E='�
® ' �0
I
I. STORMWATER QUALITY IS BEING HANDLED WITH A
NITROGEN BUY -DOWN PAYMENT PER CALCULATIONS
APPROVED AS A PART OF S- 108 -03. REFER TO NITROGEN
LOADING TABLE, THIS SHEET, FOR FURTHER CLARIFICATION.
LEVEL SPREADERS #1 & #2 ARE BEING USED TO MEET THE
DIFFUSE FLOW REQUIREMENTS AND WILL EACH PROVIDE AN
ADDITIONAL 30% NITROGEN REMOVAL RATE. LEVEL SPREADER
#3 IS ONLY BEING USED TO MEET THE DIFFUSE FLOW
REQUIREMENTS AND WILL NOT BE USED TO PROVIDE
ADDITIONAL NITROGEN REMOVAL.
2. THIS SITE IS EXEMPT FROM THE CITY'S PEAK ATTENUATION
REQUIREMENTS SINCE THE UNATTENUATED, POST- DEVELOPMENT
2- AND 10 -YEAR PEAK FLOWRATES ARE NO MORE THAN 10%
GREATER THAN THE PRE - DEVELOPMENT 2- AND 10 -YEAR
PEAK FLOWRATES BY SECTION 10- 9023(b)1 OF THE RALEIGH
CITY CODE.
3. NEUSE RIVER BUFFER RULES APPLY TO THIS SITE.
4. THIS PROJECT USES 3 LEVEL SPREADERS TO ACHIEVE DIFFUSE
FLOW FROM POINT SOURCES DISCHARGES. FINAL DESIGN FOR
EACH LEVEL SPREADER WILL BE INCLUDED WITH SUBSEQUENT
SUBMITTALS. LEVEL SPREADERS SHALL BE SIZED FOR FULL
BUILD OUT CONDITIONS. OFFSITE STORMWATER FLOWS SHALL
BY -PASS THE STORMWATER SYSTEM TO THE MAXIMUM EXTENT
PRACTICAL. ADDITIONAL PERMITTING FOR BUFFER IMPACTS
DOWNSTREAM OF LEVEL SPREADERS MAY BE NECESSARY AND
SHALL BE OBTAINED PRIOR TO CONSTRUCTION.
MANAGED UNDISTURBED OP
SPACE
►l.1.11llllt
PRIMARY TREE • - •
AREA
SECONDARY TREE CONSERVATION
AREA
BY -PASS CHANNEL
(NOT TO SCALE)
TIE TO TIE TO
EXISTING EXISTING
d -7 D
CLASS 1 RIP RAP
2Z' THICK
MIN. D = 1.5'
MIN. d = 1.0'
NOTE: PLACE RIP RAP ENTIRE LENGTH OF
BY -PASS CHANNEL END RIP RAP AT EXISTING
CHANNEL.
STORK""M
,,,jRADIkN'G x,,
N1
[E)"s, RAHNOAGE PLAN
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES R Q_ V `L I a M
PUBLIC UTILITIES AII
STORMWATER is
PLANNING
FIRE Ak r
URBAN FORESTRY f✓�,A -�1J` (.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
SCALE: 1'= 60'
♦`O��N C
° ° 1�
o pFES SI � o
4°
31982
uo �iVGINE
C. IHNP� °,
4 .12
STORMWATER
NOTES _
____- - - -
I. STORMWATER QUALITY IS BEING HANDLED WITH A
NITROGEN BUY -DOWN PAYMENT PER CALCULATIONS
APPROVED AS A PART OF S- 108 -03. REFER TO NITROGEN
LOADING TABLE, THIS SHEET, FOR FURTHER CLARIFICATION.
LEVEL SPREADERS #1 & #2 ARE BEING USED TO MEET THE
DIFFUSE FLOW REQUIREMENTS AND WILL EACH PROVIDE AN
ADDITIONAL 30% NITROGEN REMOVAL RATE. LEVEL SPREADER
#3 IS ONLY BEING USED TO MEET THE DIFFUSE FLOW
REQUIREMENTS AND WILL NOT BE USED TO PROVIDE
ADDITIONAL NITROGEN REMOVAL.
2. THIS SITE IS EXEMPT FROM THE CITY'S PEAK ATTENUATION
REQUIREMENTS SINCE THE UNATTENUATED, POST- DEVELOPMENT
2- AND 10 -YEAR PEAK FLOWRATES ARE NO MORE THAN 10%
GREATER THAN THE PRE - DEVELOPMENT 2- AND 10 -YEAR
PEAK FLOWRATES BY SECTION 10- 9023(b)1 OF THE RALEIGH
CITY CODE.
3. NEUSE RIVER BUFFER RULES APPLY TO THIS SITE.
4. THIS PROJECT USES 3 LEVEL SPREADERS TO ACHIEVE DIFFUSE
FLOW FROM POINT SOURCES DISCHARGES. FINAL DESIGN FOR
EACH LEVEL SPREADER WILL BE INCLUDED WITH SUBSEQUENT
SUBMITTALS. LEVEL SPREADERS SHALL BE SIZED FOR FULL
BUILD OUT CONDITIONS. OFFSITE STORMWATER FLOWS SHALL
BY -PASS THE STORMWATER SYSTEM TO THE MAXIMUM EXTENT
PRACTICAL. ADDITIONAL PERMITTING FOR BUFFER IMPACTS
DOWNSTREAM OF LEVEL SPREADERS MAY BE NECESSARY AND
SHALL BE OBTAINED PRIOR TO CONSTRUCTION.
MANAGED UNDISTURBED OP
SPACE
►l.1.11llllt
PRIMARY TREE • - •
AREA
SECONDARY TREE CONSERVATION
AREA
BY -PASS CHANNEL
(NOT TO SCALE)
TIE TO TIE TO
EXISTING EXISTING
d -7 D
CLASS 1 RIP RAP
2Z' THICK
MIN. D = 1.5'
MIN. d = 1.0'
NOTE: PLACE RIP RAP ENTIRE LENGTH OF
BY -PASS CHANNEL END RIP RAP AT EXISTING
CHANNEL.
STORK""M
,,,jRADIkN'G x,,
N1
[E)"s, RAHNOAGE PLAN
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES R Q_ V `L I a M
PUBLIC UTILITIES AII
STORMWATER is
PLANNING
FIRE Ak r
URBAN FORESTRY f✓�,A -�1J` (.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
SCALE: 1'= 60'
♦`O��N C
° ° 1�
o pFES SI � o
4°
31982
uo �iVGINE
C. IHNP� °,
4 .12

310
305
300
295
RU
285
280
zrs
270
265
260
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0 SIGHT DISTANCE TRIANGLE
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R EXISTING GRADE 50'
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CH SHALL VERIFY
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LEVEL SPREADERS
NAME
JUNCTION
BOX NAME
DRAINAGE AREA
IMPERVIOUS AREA
Q10
Q �V/HR)
LS PIPE
LS PIPE
JB WEIR
LS LENGTH
LS LIP
LS PIPE
VFS
BYPASS PIPE
INLET PIPE
Total Area=
CLASS tl! RCP
(AC)
(AC)
(CFS)
CFS)
DIA. (IN)
INV. IN
ELEV.
(FT)
ELEV.
INV. OUT
SLOPE. (%)
.SIZE (IN)
SIZE (IN)
LS #1
SB12
2.07
1.05
8.83
1.22
6
253.80
255.80
12
253.20
253.20
6.7
18
18
LS #2
Y122
1.26
0.60
5.15
0.71
6
2 62.87
N/A
10
258.50
258.50
5.0
18
18
LS #3
SB32
2.36
0.92
8.57
1.19
6
269.40
271.40
12
268.60
268.60
8.0
18
18
STANDARD CITY OF RALEIGH
#30.03 DROP INLET W/
CITY OF RALEIGH STD. #30.14
DROP INLET CASTING
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
STANDARD CITY OF RALEIGH
#30.03 DROP INLET W/
CITY OF RALEIGH STD. #30.13
DROP INLET CASTING
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
River Run
Project Name River Run
Date 8r8L2012
5'
CornputedtN HCF
WEIR ELEV. = SEE CHART
Acres
PermanentlyProtected UndstvbedArea-
6" THICK REINFORCE
CONCRETE WALL /WEIR
_ =J tz = = =�
5.44 ac
(TO BE DESIGNED BY OTHERS)
= = =J
INLET PIPE
(TO BE DESIGNED BY OTHERS)
Total Area=
CLASS tl! RCP
IESGM.t.rl TN 1..&...
. ". '17`00
(SEE CHART
0.00
L = = =� __=
SHEET 4)
dghtofway
SEE
120
8.04
CHART
2595
L01;
DIP
3.8
5.32
11L 1
1IL S
Totals
_q. Y
1
1336
SIL 1
LEVEL SPREADER
11L
PIPE INV. = SEE LEVEL
INLET PIPE
=`_ :'•= : - -J
SPREADER CHART SHEET 8
CLASS III RCP
SEE
�AufL �
BYPASS PIPE-------.
CHART
_ Uaw /L 1
(SEE PIPE CHART SHEET 4)
RCP
q.
\11UL \
\I.LL /L
Jt_ A
Al- _
_W_ J
Ji _
_ill_ _
_ilL _
_Jd_ J
`INVERT.:`.%::
At_ A
BYPASS PIPE
. :4 ----POURED CONCRETE -.
(SEE PIPE CHART SHEET 4)
POURED CONCRETE�INVERT.:�'::.
xlt S
SIL 1
11L S
SIL 1
11L 1
11L 1
11L x
SPLUTTER BOX - SB32
11L 1
11L 1
SPUTTER BOX - S131
11L S
SIL a
NTS
a
STANDARD CITY OF RALEIGH
#30.03 DROP INLET W/
CITY OF RALEIGH STD. #30.13
DROP INLET CASTING
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
D �®
INLET PIPE
CLASS III RCP
(SEE
HEET 4)
BYPASS P
(SEE PIPE CHART SHEET
fi OPENING (4 SIDES)
&===_9 4'
INLET PIPE 1
CLASS III RCP
(SEE CHART
SHEET 4)
STANDARD CITY OF RALEIGH
#30.04 JUNCTION BOX W/ 6'
SLAB TOP OPENING AND
STANDARD MANHOLE RING
AND COVER
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
SEE
CHART
DIP
LEVEL SPREADER
PIPE INV. = SEE LEVEL
SPREADER CHART SHEET 8
POURED CONCRETE INVERT
'`
DROP INLET - YI22
NTS
VEGETATED FILTER STRIP
PLANTING SPECIFICATIONS
THE VEGETATED FILTER STRIP SHALL BE CLEARED AND COVERED
WITH A MINIMUM OF 6' OF TOPSOIL. MIX 1 -2 CUBIC YARDS OF PEAT
MOSS OR COMPOST PER 1,000 SF INTO THE TOPSOIL. IN ADDITION,
A ONE -TIME START -UP FERTILIZATION SHOULD BE ADDED PER THE
TABLE BELOW:
GRASS OTHER THAN CENTIPEDE:
- 75 LBS OF GROUND LIMESTONE PER 1,000 SF
- A STARTED TYPE FERTILIZER, HIGH IN PHOSPHORUS, BASED ON THE
TYPE OF GRASS AND PLANTING METHOD
CENTIPEDE:
- 1/2 LB OF NITROGEN PER 1,000 SF
GRASS TYPE:
- GRASS TYPE SHALL BE TALL FESCUE OR COMMOM BERMUDA.
GRASS SHALL BE SOD, GROWN IN NON- CLAYEY SOIL.
- WATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER
INSTALLATION SO THAT THE FIRST 1.5" OF SOIL IS KEPT MOIST.
NATURAL SOIL SHALL BE TILLED TO 1' DEPTH PRIOR TO INSTALLATION OF
TOPSOIL AND SOD.
CONTRACTOR SHALL USE EQUIPMENT WHICH MINIMZES COMPACTION OF
NATURAL SOIL, TOPSOIL AND SOD DURING CONTRUCTION OF FILTER STRIP.
24 CURB & GUTTER
(3,000 PSI MIN
COMPRESSIVE STRENGTH
(0.00% SLOPE
PIPE 3 :1 (MAX)
�, ,, T,
BLIND SWALE-
(SWALE SHALL BE SEEDED
OR SODDED AND STABILIZED
WITH ENKAMAT 7020 -I I I I -I I , . I - I I- � 30' VEGETATIVE FILTER STRIP
OR APPROVED EQUIVALENT) - I-
i -III 1'
TYPICAL LEVEL SPREADER CROSS- SECTION
NTS
0.00% SLOPE ON TOP
OF GUTTER (FLAT SLOPE)
r- SEE CHART FOR LEVEL
SPREADER LENGTH
PLACE LEVEL SPREADER LIP ELEVATION
Z HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE (SEE CHART FOR
LIP ELEVATION)
INLET PIPE FROM
STORM DRAINAGE
SYSTEM
(SEE DETAIL)
3' - 4' (TYP)
4" - �' # 57 WASHED STONE
WITH NONWOVEN FILTER
FABRIC WRAPPED AROUND
STONE
GENERAL NOTES:
1. CONTRACTOR SHAD_ KEEP ALL CONTRUCTION ACTIVITY OUTSIDE OF 50' BUFFER.
2. SURFACE OF TRENCH MAY BE PLANTED WITH GRASS OR WET WEATHER TOLERANT PLANT WITH OWNERS APPROVAL.
TREES OR SHRUBS WILL NOT BE ALLOWED.
MAINTENANCE NOTES:
1. INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL EVENT TO ENSURE PROPER FUNCTION. IF LEVEL SPREADER IS NOT
FUNCTIONING PROPERLY, DOCUMENT DAMAGE, AND NOTIFY CITY OF RALEIGH STORMWATER SERVICES AND /OR THE NC
DIVISION OF WATER QUALITY FOR ASSISTANCE.
2. MAKE PERIODIC INSPECTIONS AND MAINTAIN VEGETATION AS NEEDED.
3. REMOVE TRASH, DEBRIS, AND EXCESS SEDIMENT WHEN STORAGE VOLUME IN THE SWALE IS NO LONGER ADEQUATE TO
PROPERLY DISTRIBUTE FLOW EVENLY ACROSS THE ENTIRE LENGTH OF THE LEVEL SPREADER UP.
Nitrogen Control Plan
Method 1
River Run
Project Name River Run
Date 8r8L2012
4'
CornputedtN HCF
WEIR ELEV. = SEE CHART
Acres
PermanentlyProtected UndstvbedArea-
fi THICK REINFORCED
L = = =J L
5.44 ac
CONCRETE WALL /WEIR
= = =J
INLET PIPE
(TO BE DESIGNED BY OTHERS)
Total Area=
CLASS III RCP
IESGM.t.rl TN 1..&...
. ". '17`00
(SEE CHART
0.00
126
SHEET 4)
dghtofway
120
8.04
DCHART
2595
L01;
3.8
5.32
11L 1
1IL S
Totals
_q. Y
1
1336
SIL 1
LEVEL SPREADER
11L
PIPE INV. = SEE LEVEL
INLET PIPE
\SLL /L \
SPREADER CHART SHEET 8
CLASS III RCP
��i.tl /L �
�AufL �
(SEE CHART
��ul/i _
_ Uaw /L 1
SHEET 4)
��Il1�L \
\11UL \
\I.LL /L
Jt_ A
Al- _
_W_ J
Ji _
_ill_ _
_ilL _
_Jd_ J
`INVERT.:`.%::
At_ A
BYPASS PIPE
. :4 ----POURED CONCRETE -.
(SEE PIPE CHART SHEET 4)
• - -' `
xlt S
SIL 1
11L S
SIL 1
11L 1
11L 1
11L x
SPLUTTER BOX - SB32
11L 1
11L 1
NTS
11L S
D �®
INLET PIPE
CLASS III RCP
(SEE
HEET 4)
BYPASS P
(SEE PIPE CHART SHEET
fi OPENING (4 SIDES)
&===_9 4'
INLET PIPE 1
CLASS III RCP
(SEE CHART
SHEET 4)
STANDARD CITY OF RALEIGH
#30.04 JUNCTION BOX W/ 6'
SLAB TOP OPENING AND
STANDARD MANHOLE RING
AND COVER
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
SEE
CHART
DIP
LEVEL SPREADER
PIPE INV. = SEE LEVEL
SPREADER CHART SHEET 8
POURED CONCRETE INVERT
'`
DROP INLET - YI22
NTS
VEGETATED FILTER STRIP
PLANTING SPECIFICATIONS
THE VEGETATED FILTER STRIP SHALL BE CLEARED AND COVERED
WITH A MINIMUM OF 6' OF TOPSOIL. MIX 1 -2 CUBIC YARDS OF PEAT
MOSS OR COMPOST PER 1,000 SF INTO THE TOPSOIL. IN ADDITION,
A ONE -TIME START -UP FERTILIZATION SHOULD BE ADDED PER THE
TABLE BELOW:
GRASS OTHER THAN CENTIPEDE:
- 75 LBS OF GROUND LIMESTONE PER 1,000 SF
- A STARTED TYPE FERTILIZER, HIGH IN PHOSPHORUS, BASED ON THE
TYPE OF GRASS AND PLANTING METHOD
CENTIPEDE:
- 1/2 LB OF NITROGEN PER 1,000 SF
GRASS TYPE:
- GRASS TYPE SHALL BE TALL FESCUE OR COMMOM BERMUDA.
GRASS SHALL BE SOD, GROWN IN NON- CLAYEY SOIL.
- WATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER
INSTALLATION SO THAT THE FIRST 1.5" OF SOIL IS KEPT MOIST.
NATURAL SOIL SHALL BE TILLED TO 1' DEPTH PRIOR TO INSTALLATION OF
TOPSOIL AND SOD.
CONTRACTOR SHALL USE EQUIPMENT WHICH MINIMZES COMPACTION OF
NATURAL SOIL, TOPSOIL AND SOD DURING CONTRUCTION OF FILTER STRIP.
24 CURB & GUTTER
(3,000 PSI MIN
COMPRESSIVE STRENGTH
(0.00% SLOPE
PIPE 3 :1 (MAX)
�, ,, T,
BLIND SWALE-
(SWALE SHALL BE SEEDED
OR SODDED AND STABILIZED
WITH ENKAMAT 7020 -I I I I -I I , . I - I I- � 30' VEGETATIVE FILTER STRIP
OR APPROVED EQUIVALENT) - I-
i -III 1'
TYPICAL LEVEL SPREADER CROSS- SECTION
NTS
0.00% SLOPE ON TOP
OF GUTTER (FLAT SLOPE)
r- SEE CHART FOR LEVEL
SPREADER LENGTH
PLACE LEVEL SPREADER LIP ELEVATION
Z HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE (SEE CHART FOR
LIP ELEVATION)
INLET PIPE FROM
STORM DRAINAGE
SYSTEM
(SEE DETAIL)
3' - 4' (TYP)
4" - �' # 57 WASHED STONE
WITH NONWOVEN FILTER
FABRIC WRAPPED AROUND
STONE
GENERAL NOTES:
1. CONTRACTOR SHAD_ KEEP ALL CONTRUCTION ACTIVITY OUTSIDE OF 50' BUFFER.
2. SURFACE OF TRENCH MAY BE PLANTED WITH GRASS OR WET WEATHER TOLERANT PLANT WITH OWNERS APPROVAL.
TREES OR SHRUBS WILL NOT BE ALLOWED.
MAINTENANCE NOTES:
1. INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL EVENT TO ENSURE PROPER FUNCTION. IF LEVEL SPREADER IS NOT
FUNCTIONING PROPERLY, DOCUMENT DAMAGE, AND NOTIFY CITY OF RALEIGH STORMWATER SERVICES AND /OR THE NC
DIVISION OF WATER QUALITY FOR ASSISTANCE.
2. MAKE PERIODIC INSPECTIONS AND MAINTAIN VEGETATION AS NEEDED.
3. REMOVE TRASH, DEBRIS, AND EXCESS SEDIMENT WHEN STORAGE VOLUME IN THE SWALE IS NO LONGER ADEQUATE TO
PROPERLY DISTRIBUTE FLOW EVENLY ACROSS THE ENTIRE LENGTH OF THE LEVEL SPREADER UP.
Nitrogen Control Plan
Method 1
River Run
Project Name River Run
Date 8r8L2012
Project#: 2080660.04
CornputedtN HCF
Site Summary
Acres
PermanentlyProtected UndstvbedArea-
0.00 w
Managed Open Space -
5.44 ac
Right ofway=
1 -80 ac
Lot Area =
7.28 ac
Total Area=
14L52 w
IESGM.t.rl TN 1..&...
. ". '17`00
12
0.00
126
Lots
INLET PIPE
CLASS III RCP
(SEE
HEET 4)
BYPASS P
(SEE PIPE CHART SHEET
fi OPENING (4 SIDES)
&===_9 4'
INLET PIPE 1
CLASS III RCP
(SEE CHART
SHEET 4)
STANDARD CITY OF RALEIGH
#30.04 JUNCTION BOX W/ 6'
SLAB TOP OPENING AND
STANDARD MANHOLE RING
AND COVER
(SEE CHART SHEET 4 FOR
RIM ELEVATION)
SEE
CHART
DIP
LEVEL SPREADER
PIPE INV. = SEE LEVEL
SPREADER CHART SHEET 8
POURED CONCRETE INVERT
'`
DROP INLET - YI22
NTS
VEGETATED FILTER STRIP
PLANTING SPECIFICATIONS
THE VEGETATED FILTER STRIP SHALL BE CLEARED AND COVERED
WITH A MINIMUM OF 6' OF TOPSOIL. MIX 1 -2 CUBIC YARDS OF PEAT
MOSS OR COMPOST PER 1,000 SF INTO THE TOPSOIL. IN ADDITION,
A ONE -TIME START -UP FERTILIZATION SHOULD BE ADDED PER THE
TABLE BELOW:
GRASS OTHER THAN CENTIPEDE:
- 75 LBS OF GROUND LIMESTONE PER 1,000 SF
- A STARTED TYPE FERTILIZER, HIGH IN PHOSPHORUS, BASED ON THE
TYPE OF GRASS AND PLANTING METHOD
CENTIPEDE:
- 1/2 LB OF NITROGEN PER 1,000 SF
GRASS TYPE:
- GRASS TYPE SHALL BE TALL FESCUE OR COMMOM BERMUDA.
GRASS SHALL BE SOD, GROWN IN NON- CLAYEY SOIL.
- WATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER
INSTALLATION SO THAT THE FIRST 1.5" OF SOIL IS KEPT MOIST.
NATURAL SOIL SHALL BE TILLED TO 1' DEPTH PRIOR TO INSTALLATION OF
TOPSOIL AND SOD.
CONTRACTOR SHALL USE EQUIPMENT WHICH MINIMZES COMPACTION OF
NATURAL SOIL, TOPSOIL AND SOD DURING CONTRUCTION OF FILTER STRIP.
24 CURB & GUTTER
(3,000 PSI MIN
COMPRESSIVE STRENGTH
(0.00% SLOPE
PIPE 3 :1 (MAX)
�, ,, T,
BLIND SWALE-
(SWALE SHALL BE SEEDED
OR SODDED AND STABILIZED
WITH ENKAMAT 7020 -I I I I -I I , . I - I I- � 30' VEGETATIVE FILTER STRIP
OR APPROVED EQUIVALENT) - I-
i -III 1'
TYPICAL LEVEL SPREADER CROSS- SECTION
NTS
0.00% SLOPE ON TOP
OF GUTTER (FLAT SLOPE)
r- SEE CHART FOR LEVEL
SPREADER LENGTH
PLACE LEVEL SPREADER LIP ELEVATION
Z HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE (SEE CHART FOR
LIP ELEVATION)
INLET PIPE FROM
STORM DRAINAGE
SYSTEM
(SEE DETAIL)
3' - 4' (TYP)
4" - �' # 57 WASHED STONE
WITH NONWOVEN FILTER
FABRIC WRAPPED AROUND
STONE
GENERAL NOTES:
1. CONTRACTOR SHAD_ KEEP ALL CONTRUCTION ACTIVITY OUTSIDE OF 50' BUFFER.
2. SURFACE OF TRENCH MAY BE PLANTED WITH GRASS OR WET WEATHER TOLERANT PLANT WITH OWNERS APPROVAL.
TREES OR SHRUBS WILL NOT BE ALLOWED.
MAINTENANCE NOTES:
1. INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL EVENT TO ENSURE PROPER FUNCTION. IF LEVEL SPREADER IS NOT
FUNCTIONING PROPERLY, DOCUMENT DAMAGE, AND NOTIFY CITY OF RALEIGH STORMWATER SERVICES AND /OR THE NC
DIVISION OF WATER QUALITY FOR ASSISTANCE.
2. MAKE PERIODIC INSPECTIONS AND MAINTAIN VEGETATION AS NEEDED.
3. REMOVE TRASH, DEBRIS, AND EXCESS SEDIMENT WHEN STORAGE VOLUME IN THE SWALE IS NO LONGER ADEQUATE TO
PROPERLY DISTRIBUTE FLOW EVENLY ACROSS THE ENTIRE LENGTH OF THE LEVEL SPREADER UP.
Nitrogen Control Plan
Method 1
Estimated Drairege Area 1 Nitrrogen Loading Reduction: 4.01 Ibslyr
Drainage Area ll: Level Spreader #2
River Run
Project Name River Run
Date 8r8L2012
Project#: 2080660.04
CornputedtN HCF
Site Summary
Acres
PermanentlyProtected UndstvbedArea-
0.00 w
Managed Open Space -
5.44 ac
Right ofway=
1 -80 ac
Lot Area =
7.28 ac
Total Area=
14L52 w
IESGM.t.rl TN 1..&...
Estimated Drairege Area 1 Nitrrogen Loading Reduction: 4.01 Ibslyr
Drainage Area ll: Level Spreader #2
Drdl
n2ffe Areal: Lervel Spreader
#1
TN EXPORT (IhsLyO
PennanertlyProtectedundsnrbedArea
Type of lard Cover
Acres
-IN Export Coeff
TN EXPORT il6siy0
A 15 .
1.2
Penman yPr wte Un sttr Area
PoN of Way
0.30
120
3.60
Lots
Managed Open Space
. ". '17`00
12
0.00
126
Lots
dghtofway
: 0.67" -
120
8.04
122
2595
L01;
'140 '
3.8
5.32
11L 1
1IL S
Totals
207
1
1336
SIL 1
Estimated Drairege Area 1 Nitrrogen Loading Reduction: 4.01 Ibslyr
Drainage Area ll: Level Spreader #2
Type of Lard Carer
Ayes
TN Export Coen
��
TN EXPORT (IhsLyO
PennanertlyProtectedundsnrbedArea
000
0.6
0.00
Managed Open Space
A 15 .
1.2
0.18
PoN of Way
0.30
120
3.60
Lots
1.44
3.8
- 3.08
Totals
126
Lots
686
Estimated Drainage Areal;Nitrogen loading Rednnctiorz 2.06 lbsV
Drat
a Area 1111 Level Spreader
#3
Type of lard Cover
Acts
7N. Export Coeff
TN EXPORT tltsty0
Acrrs
bstac
5678
Pennanetlyprotected Undsnrbed Area
Permanently Proterted Undsttrbed Area
000.
06
0.00
Managed Open Space.
a38.,.•�'
3.8
1.44
Rdghtofway
0.79 .'
120
9.48
Lots
. �. 0:05 ...
3.8
0.19
Totals
122
2595
11.71
Estimated 6MP Reduction for LWFS: U%
Estimated Drainage Area III Nitrogen Loading Reductiorr 0.00 Bs/yr
•' Note- L14 acre; offsitearea dfainkill to L5 #3 removedfrom onsite loading cai s
Estimated BMP RedunOr1
eAreal.: Untreated
Type Of Land Cdver
Acres
TN Export Coeff.
7N EXPORT (ItayO
14.52
Acrrs
bstac
5678
Pennanetlyprotected Undsnrbed Area
0, 00.
0.6
0.00
Managed Open Space
491 '.
1.2
5.89
Right ofway
,- a0i'
120
048
Lots
�. 5.02
3.8
19.08
Totals
997
2595
Estimated BMP RedunOr1
4\LIl /L 4
u %
Estimated Drainage Area N Nitrogen Loading Redutiiorc
0.00 wyl-
Total Area
14.52
Acrrs
Estimated Project Pre-BMP TN Export
5678
ww
Estimated Project BMPTN RemovaE
6.07
1"T
Estimated ProjectTN Load Rate After BMPs:
3.49
Ibslarlyr
Estimated Project Composite Nitrogen Loading Rate Redtdiorz
10.68
%
Estimated Project Buy flown (EEP Rates):
$& Do
_W_ J
Estimated Project Buy DmmIFIdimted Bank .Rain):
a0.w
GRASS
BLIND
24 CURB &
(SEE CHART FOR
4\ILI /L 4
4\LIl /L 4
4X11L/L 4
4k_4t/L 4
4%_4 /L 4
4\11L/L \
\LII /L 1
1\lli/L 4
4\LI.L/L 4
4\ LIZ-_ 4
4\S1UL 4
4\1LUL 4
4 L/L y
At- _
_W_ A
At _
_W_ _
_W_ _
_W_ J
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rlt 1
11L 1
11L S
SIL 1
11L 1
1IL S
SIL 1
11L 1
11L 1
11L S
SIL 1
11L 1
11L
\LIL /L \
\SLL /L \
\11UL \
\LIL /L �
��i.tl /L �
�AufL �
�Nwl/ �
��ul/i _
_ Uaw /L 1
1 \SLUG �
��Il1�L \
\11UL \
\I.LL /L
Jt_ A
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Ji _
_ill_ _
_ilL _
_Jd_ J
Jt_ A
At_ A
At_
xlt S
SIL 1
11L S
SIL 1
11L 1
11L 1
11L x
xlt 1
11L 1
11L 1
11L 1
11L S
SIL a
a
� \ILL /L 3
3LII /G L
L \i1I /L �
�\iL /L �
�,�yll /L 3
3111/G 3
3f1L /L �
�LII /L �
�\LI.L /L �
�LLLL 1
1 \ilI/L �
� \LIi /L �
�\11L /L �
_ilL A
At_ _
_W_ _
_W_ _
_W_ _
_W_ J
JL J
Jf_ J
Jac_ _
_W_ _
_W_
�p�7•
11.L 1
11L 1
11L -
-UL -
-UL 1
11L 1
11L _
_31L 1
11L 1
11L 1
11L 1
11L 1
11L
ti
a__ I LEVEL SPREADER LENGTH
_W_ _W_ _ilL _W_ _ilL _W_ - °t- -W- -W- -W- -W_ -W_ I PLUS 1 '
11L 11L _AIL_ 11L 11L 111- 111- 111- 111- 11L _31L .SIG .tali-
a\11l/G a \Lll /L 4UIL /L \ill /L _2n4 /L 4 \4t/L _2\1191 -- .L /L 4 \_4L_ \iII /L _-�14LL _!. \TILL 4\4l /L
_W_ .W_ _W_ _ilL JL Jt_ -ill- _W_ _W_ _w_ Jr_
11L 11L -AIL- _ILL 11L rlt 11L 11L 11L 11L SIL -UL- 1l1_
�\IIL /L �\lll /L �d111/L � \yIl /L �dL1I /L � \S11 /L ��ILL /L ��LI /L ��I1L /L �U1I /L �U11 /G �dLIL /L 1 \LIi /L
_d _W_ _ill _W_ _df Jt_ _W_ Jt_ _W- JD_ _W_ _W_ _W_
11L 11L 11L S1L 11L 11L .It 11L 11L 11L 11L 11L 11L
J� _W_ Al- _N_ _W_ _W_ _W_ Jt_ _W_ _14_ _W_ _W_ _W_
11L 1lL S1L 11L 11L 11L 11L 1rL 11L 11L 11L ..i1L 111-
\Ll1/L 3L11/L .� \ILL /L 4\i1L /L - \-4L/ \ILL /L 4 \S1UL \LI /L \ill /L \iLL /L \ILL /L .� \ILL /L \III /L
30' VEGETATIVE FILTER STRIP
(SEE CHART FOR SLOPE)
a
js
TYPICAL LEVEL SPREADER PLAN VIEW DETAIL
NTS
i I ­pi� 'III ­­;�r!!11111111111 rg�-
Aw
? J
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES 91
STORMWATER
PLANNING f_3 � Q
FIRE
URBAN FORESTRY L
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
``Iyt 11111Ir!/7yI
C Ag0�T'�,.
�FESS
LE
31982
'''LL,1I 111111 1 I��/
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersr(ivenel.com License No. C -0832
TYPICAL LEVEL SPREADER PLAN VIEW DETAIL
NTS
i I ­pi� 'III ­­;�r!!11111111111 rg�-
Aw
? J
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES 91
STORMWATER
PLANNING f_3 � Q
FIRE
URBAN FORESTRY L
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
``Iyt 11111Ir!/7yI
C Ag0�T'�,.
�FESS
LE
31982
'''LL,1I 111111 1 I��/
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersr(ivenel.com License No. C -0832

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SHEET 2 OF 2
Revision
Date
B
1
I"
I° I"
%4" HOLES FOR
HANDLES
-SEE DETAIL -
TREAD SURFACE
2
MYLAR SUBMITTAL
1/29/13
tn¢�0
I
1
I°
+2.08%
wQ �
4
j
1
III = III - U
%FT
FROM TOP OF CURB.
o
1
W
¢22Gm
aoz
°a��
zx¢
mF
�w
°
�S9
ADJUST TO TOP �a °O
I� 8" 3' -0"
5'
'A° CONCRETED
4' -4"
A 1 1/2'
-75q
SECTION
2
U N
Y Q
¢w
m�
SHEET 2 OF 2
No.
Revision
Date
B
1
I"
I° I"
%4" HOLES FOR
HANDLES
-SEE DETAIL -
TREAD SURFACE
2
MYLAR SUBMITTAL
1/29/13
JCI
I
1
I°
+2.08%
OR
-2.05%
4
+8%
1=
j
1
No.
Revision
Date
B
1
1st REVIEW COMMENTS
12/18/12
JCI
2
MYLAR SUBMITTAL
1/29/13
JCI
I
1
8
+2.08%
OR
-2.05%
4
+8%
1=
j
1
III = III - U
%FT
FROM TOP OF CURB.
MINIMUM INSIDE DIMENSION.
Designer
W &R
Scale
NTS
Drawn By
Date
JCI
11/15/12
Checked By
Job No.
Jcl
2080688.06,
DRIVEWAY GRADES
EXISTING
8' 5'
—
SHOULDER
C15 X 33.9# CHANNEL 62 1/2"
OR
PROPOSED
4
+25%
PAVEMENT
GUTTER LINE DRIVE WAY
APRON
SIDEWALK
l
I
1
8
+2.08%
OR
-2.05%
4
+8%
1=
j
1
III = III - U
%FT
FROM TOP OF CURB.
MINIMUM INSIDE DIMENSION.
1
o
+14.6%
°
—2.08
IIL— III_III4%
�S9
ADJUST TO TOP �a °O
I� 8" 3' -0"
5'
'A° CONCRETED
4' -4"
A 1 1/2'
-75q
SECTION
2
4
5'
5'
5'
PIPE DIAMETER PLUS 12" FOR
z_
MINIMUM INSIDE DIMENSION.
A. CURB &
GUTTER
SIDEWALK SECTION
m
VARIABLE
PAVEMENT WIDTH
114 " PER FL
6 '
8' 5'
—
SHOULDER
C15 X 33.9# CHANNEL 62 1/2"
MK -cal
4
WIDTH
2
3/8" x 3" H.R. FLAT BAR 10"
MK -pbl
x
114" /FT
o
8
X16%
OR
-2.05%
4
+8%
1=
- 8.3,39
III = III - U
%FT
FROM TOP OF CURB.
MINIMUM INSIDE DIMENSION.
1
o
llpz8
°
3000 PSI CONCRETE
_j1 _
a II U'
�S9
ADJUST TO TOP �a °O
I� 8" 3' -0"
5'
'A° CONCRETED
4' -4"
A 1 1/2'
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 209; THIS SLOPE CAN BE ADJUSTED TO A
MAXIMUM OF 8.33% ( l " /FT ) UP OR 4.17% (112" /FT )
DOWN.
CL
�25g
- DRAWING NOT TO SCALE -
1/2 ",0" STAINLESS STEEL DROP HANDLES
DETAIL OF
pbI PLATES
pal
CL
Ln
pal
cal
NOTE:
PAINT WITH RUST INHIBITING
BLACK PAINT
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1
C15 X 33.9# CHANNEL 62 1/2"
MK -cal
4
1/8" X 1" H.R. FLAT BAR 3"
MK -pat
2
3/8" x 3" H.R. FLAT BAR 10"
MK -pbl
2
112" STAINLESS STEEL ROUND ROD 18"
o
8
112" STAINLESS STEEL HEX NUTS
8" MINIMUM; OVER 8' DEEP,
4
1/2" STAINLESS STEEL FLAT WASHERS
12" MINIMUM UP TO 6'
RALEIGH
- DRAWING NOT TO SCALE -
TOP OF CURB NOTES:
H THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE
REQ.'S SEE THE CATCH BASIN. THE SLOPE OF
123/4 NOTE I. THE CUTTER TO THE CATCH BASIN
f6' T' ON THE DOWNHILL SIDE,
(
�� SHALL BEGIN 5' FROM
L THE CATCH BASIN.
�1- FLOW LINE
0/(�
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH-
2-2' G.I. PIPE OR PVC PIPE DEPTH SHALL BE MEASURED FROM THE
B' ON. 'OVER 12' DEEP 12' MIN. TOP OF THE GUTTER TO THE INVERT
UP To 6' FROM TOP OF CURB. OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
'.. 5 USED IN 4X4X8 OR 4XEIX 16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
Ir�I USING STANDARD 5' CASTINGS.
12' 15`
5) DOMESTIC CASTING RECWRED WITHIN
o STREET RIGHT OF WAY.
3000 °
P.S.I.
CONC. 1/z 7D
6° UP TO 12' DEEP
12" OVER 12' DEEP
6" 6'4"
STANDARD C.B. STEP
3 - #3 REBARS s
8' LONG
3'
T g ' GROUT
6' 6' 6' I �N PLACE
YA� °" 21'/4
ea oe a
eBe oe°ee
Q
2 -2' PIPES 22' 2' I'I /z' SIDE
LONG ON A 3' PLAN ELEVATION
SLOPE -16• BELOW
TOP OF C.B. 4.1
SLIP
�'RESISTANT �CLEATS
'3
S/-611 OR °4
2'- G'MIN. OR CORROSION
B' MINIMUM. 8' 1 RESISTANT
OVER 12' DEEP ® MATERIAL
12' MINIMUM UP TO (RUBBER)
6' FROM TOP OF CURB. 12' (PLASTICI
IF STRUCTURE IS IS' TYP. ELEVATION - I SECTION A -A
GREATER THAN 12'
DEEP.FOOTING IS
TO EXTEND G'
BEYOND THE STRUCTURE
CITY OF RALEIGH
yZD PUBLIC WORKS DEPARTMENT
6' 6•
REVISION$ DATE: 516106 DRAWN BY: WDP
00800 0 5/19/04 JTT 5' OM
616106 WDP CATCH
3000 PSI CONCRETE 1/17/07 WDP
5131107 JTT BASIN
- DRAWING NOT TO SCALE - STD. u 30,01
A
L:'
- 2' -0•
1' 11 3/4
2' 11/4'
5/8' 1/2'
N T N
NTT r74 I � V
0I 4 1/2° hr —W I'ia I
SECTION A -A
STANDARD 24" X 24" DROP INLET CASTING r-
- DRAWING NOT TO SCALE -
RIVER RUN SUBDIVISION
rHASES 4 & 5
WAKE COUNTY NORTH CAROLINA
m
USE STD. NO. 30.13 OR
30.19
II =1111
i
1. FOR 24" PIPE &LARGER USE
Z
112- PLASTE
h" 2' -0 "►{
o
> I
8" MINIMUM; OVER 8' DEEP,
1111`
w
J
m
a
12" MINIMUM UP TO 6'
FROM TOP OF CURB.
MINIMUM INSIDE DIMENSION.
a >
o
a \
°
3000 PSI CONCRETE
_j1 _
a II U'
ADJUST TO TOP �a °O
I� 8" 3' -0"
' -8"--1
-1
'A° CONCRETED
4' -4"
A 1 1/2'
NOTES:
OF BRICK
1. FOR 24° RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
z_
MINIMUM INSIDE DIMENSION.
1/2" PLASTER —= 42"
2 -0 "►I
MIN.
3" MAX.
2. 24" X 24" CASTING WITH 12 ",
m
PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
ACCEPTABLE.
15" & 18" PIPE, 24" X 36"
SECTION B -B
2 112'
CASTING USED WITH 24" PIPE
•v
{3 3/8'
OR LARGER. IF PLACED WITHIN
3. FOR STEP REQUIREMENTS,
12" MINIMUM UP TO 6'
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
m
SEE NOTE #2 ON STANDARD
NCDOT STANDARDS.
R
N
<r<roo
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
�U)M�
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
/Z°
2 ON STANDARD NO. 30.01.
1�
7/8'�
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
(-�
4' -4"
REVISIONS DATE: 7/3100 DRAWN 8Y: JT8
5120104 JTT
6/6/06 WDP STANDARD
DROP INLET
- DRAWING NOT TO SCALE -
STD. u 30.03
3 T /B•
1 I /2•
21/2' �—
B
SECTION B -B
- 2' -0•
1' 11 3/4
2' 11/4'
5/8' 1/2'
N T N
NTT r74 I � V
0I 4 1/2° hr —W I'ia I
SECTION A -A
STANDARD 24" X 24" DROP INLET CASTING r-
- DRAWING NOT TO SCALE -
RIVER RUN SUBDIVISION
rHASES 4 & 5
WAKE COUNTY NORTH CAROLINA
B' /�• B
m
C
C
C
N C
A
N
m
2'-9'
1' 4'/2'
A
B �J
2' II /4'
2'_0,
I' Il�q•
1�2 3/8
2%Z
%2' ?�-.f 43/4' ►I I �.
4 �2' /2'
SECTION A -A
STANDARD 24" X 36
DROP INLET CASTING I
- DRAWING NOT TO SCALE -
ROADWAY
GRATE PER CITY STANDARDS
USE STD. NO. 30.13 OR
30.19
II =1111
i
1. FOR 24" PIPE &LARGER USE
Z
112- PLASTE
h" 2' -0 "►{
o
> I
8" MINIMUM; OVER 8' DEEP,
1111`
w
J
m
a
12" MINIMUM UP TO 6'
FROM TOP OF CURB.
MINIMUM INSIDE DIMENSION.
a >
o
a \
°
3000 PSI CONCRETE
_j1 _
a II U'
ADJUST TO TOP �a °O
I� 8" 3' -0"
' -8"--1
-1
'A° CONCRETED
4' -4"
NOTES:
OF BRICK
1. FOR 24° RCP & LARGER USE
PIPE DIAMETER PLUS 12" FOR
z_
MINIMUM INSIDE DIMENSION.
1/2" PLASTER —= 42"
2 -0 "►I
MIN.
3" MAX.
2. 24" X 24" CASTING WITH 12 ",
m
PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
ACCEPTABLE.
15" & 18" PIPE, 24" X 36"
SECTION B -B
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
3. FOR STEP REQUIREMENTS,
12" MINIMUM UP TO 6'
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
m
SEE NOTE #2 ON STANDARD
NCDOT STANDARDS.
3. USE 4" X 4" X 8" OR 4" X 8" X 16"
<r<roo
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
�U)M�
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD NO. 30.01.
1�
S -O" ►I
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
(-�
4' -4"
REVISIONS DATE: 7/3100 DRAWN 8Y: JT8
5120104 JTT
6/6/06 WDP STANDARD
DROP INLET
- DRAWING NOT TO SCALE -
STD. u 30.03
B' /�• B
m
C
C
C
N C
A
N
m
2'-9'
1' 4'/2'
A
B �J
2' II /4'
2'_0,
I' Il�q•
1�2 3/8
2%Z
%2' ?�-.f 43/4' ►I I �.
4 �2' /2'
SECTION A -A
STANDARD 24" X 36
DROP INLET CASTING I
- DRAWING NOT TO SCALE -
ROADWAY
&STORM
DRAINAGE
NOTES:
II =1111
i
N0.3 REBAR 3" O.C.
PLACED 3" FROM
GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP
NOTES:
II =1111
i
1. FOR 24" PIPE &LARGER USE
_
_I111`I111�
0
o
PIPE DIAMETER PLUS 12" FOR
1111`
I%z
_..0 =1111 �1111�11
MINIMUM INSIDE DIMENSION.
o
_j1 _
a II U'
ADJUST TO TOP �a °O
°
o
'A° CONCRETED
2. USE 4" X 4" X 8" OR 4" X 8" X 16"
OF BRICK
z_
SOLID CONCRETE BLOCK. CAST IN
1/2" PLASTER —= 42"
2 -0 "►I
MIN.
3" MAX.
;-,
I
PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
ACCEPTABLE.
8" MINIMUM, OVER 8' DEEP
SECTION B -B
N0.3 REBAR 3" O.C.
PLACED 3" FROM
GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP
o. oa
3000 PSI CONCRETE °-
e° � e
r'�3• -0 "" CONCRETE SLAB TOP
41_4,. 3._6..
CLASS "A" CONCRETE
� Ne;
E-if1 i7�
1
4'— 4-
N0.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
- DRAWING NOT TO SCALE -
ACIaete
° �� QRM I T h"FQG 0
0
23 112" 21" •
i
° SPACE BB�
°
COVER 120 LBS. MINIMUM
25 1/16"
I- 23 II/16" -1
BUTYL -NEK OR
APPROVED SEALANT 71/2'
BETWEEN FRAME AND 22"
COVER
I' 25 15/16
33 1/4"
NOTES: 5/8 "X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO
BE DOMESTICALLY CAST. DESIGN DEPTH, AND 5/8"X3"
2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS WITHIN LAG BOLT AND WASHER.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES KR "1I21B
PUBLIC UTILITIES Alk ,./
STORMWATER �7L1'�- -r� Q( 3
PLANNING
FIRE
URBAN FORESTRY
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MINIMUM 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.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
CAR 04
°
31982 0 `c o
°
° �o
°° °.�a000".".o. o°° L �3
NOTES:
II =1111
1. FOR 24" PIPE &LARGER USE
_
_I111`I111�
PIPE DIAMETER PLUS 12" FOR
1111`
_..0 =1111 �1111�11
MINIMUM INSIDE DIMENSION.
o
_j1 _
a II U'
ADJUST TO TOP �a °O
°
CA
'A° CONCRETED
2. USE 4" X 4" X 8" OR 4" X 8" X 16"
OF BRICK
z_
SOLID CONCRETE BLOCK. CAST IN
1/2" PLASTER —= 42"
2 -0 "►I
MIN.
3" MAX.
;-,
I
PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
ACCEPTABLE.
8" MINIMUM, OVER 8' DEEP
t"
3. FOR STEP REQUIREMENTS,
12" MINIMUM UP TO 6'
m
SEE NOTE #2 ON STANDARD
FROM TOP OF CURB
NO 30.01.
o. oa
3000 PSI CONCRETE °-
e° � e
r'�3• -0 "" CONCRETE SLAB TOP
41_4,. 3._6..
CLASS "A" CONCRETE
� Ne;
E-if1 i7�
1
4'— 4-
N0.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
- DRAWING NOT TO SCALE -
ACIaete
° �� QRM I T h"FQG 0
0
23 112" 21" •
i
° SPACE BB�
°
COVER 120 LBS. MINIMUM
25 1/16"
I- 23 II/16" -1
BUTYL -NEK OR
APPROVED SEALANT 71/2'
BETWEEN FRAME AND 22"
COVER
I' 25 15/16
33 1/4"
NOTES: 5/8 "X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO
BE DOMESTICALLY CAST. DESIGN DEPTH, AND 5/8"X3"
2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS WITHIN LAG BOLT AND WASHER.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES KR "1I21B
PUBLIC UTILITIES Alk ,./
STORMWATER �7L1'�- -r� Q( 3
PLANNING
FIRE
URBAN FORESTRY
PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A
MINIMUM 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.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
CAR 04
°
31982 0 `c o
°
° �o
°° °.�a000".".o. o°° L �3

z
2
0
J
0
z
x
r
a
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N
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0
N
ai
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0
3
c
a
a
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a
t-
tr
a
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ui
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W
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i
Y
NEW ASPHALT SURFACE COURSE
EXISTING PAVEMENT 2" MINIMUM EXISTING PA
ExISnNG - _
SUBGRADE -0
UNDISTU
COMPACTED FILL
IN 6- LIFTS -
PIPE
�,A \\
REFER TO S -4
NOTES: & S -5
1. The pavement cut shall be defined by a straight edge
and cut with an approved sawcut. machine.
2. The trench subgrade material shall be backhlled
with suitable material and compacted to o density
of of least 957: of that obtained by compacting o
sompla of the material in accordance with AASHTO
T -99 as modified by NCDOT.
3. The final V of fill sholl consist of ABC
material compacted to a density equal to 100%
of that obtained by compacting a somple of the
material in accordance with AASHTO T -80 as
modified by NCDOT.
4. The entire thickness and vertical edge of cut
shall be tacked.
5. The some depth of pavement material which exists
shall be reinstalled• but in no case shall
the asphalt be less than 2' thick.
6. The asphalt pavement material shall be installed
and compacted thoroughly with a smooth drum roller
to achieve a smooth level patch.
7. Refer to City of RateI standards for
trenches and pipe bedding ( S -4 & S -5)
for additional details. CITY_ OF RALEIG
Nohnd pachng alaB. DEPARTMENT OF PUBLIC
9. Pavement cuts t ihh NCDOT ROW
shatcanfmltoleappmvWalsftalcroarlunad STANDARD ASP[
ILL
■■ ■■■ ■■
■■ ■■■ ■■ ..
■■ ■■■ ■■
on ■■■ ■■
■■ ■■■ ■■
I-TI BARS AT 8` CTS--j
v
I in
H-
Hll _-R
GONG. FOOTING FOR
V PRECAST MANHOLE
[--T2 BARS AT 8` CTS-i
It I lit -:R1
REINFORCED CONIC. FOOTING FOR
61 PRECAST MANHOLE
I-n OR T2 BAR
(- STRAWTBAR
BILL OF MATERIAL FOR C MANHOLE
I
SrZE
LENGTH
EXISTING GRADE
Wf. LEIS.
f
0
5-6'
STEEL CASING PIPE
�21
CL 'A' CONCRETE TOTAL CU. YDS.
1,000
PIPE ALIGNMENT GUIDE
STYROFOAM PLUG TO
Z
Z 2040
a aLjO
U ?
LOCATED AT EACH JOINT,
12
I
SEE DWG S-39
31-V
1z
1z
r -a•
r -2-
aazO:w
acc LLi I-
-I-p
GENERAL NOTES:
PIPE JOINT, TYP
NON- SHRINK
3-0`
DIP CARRIER PIPE -/
GROUT PLUG,
8
12
STANDARD SEE DWG S-17
MANHOLE
9-0'
3/4' STAINLESS STEEL
1D
ANCHOR BOLTS
SECTION
9'-10
4
EXISTING GRADE
ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE
SECTIONS OF THE CITY OF RALEIGH PUBLIC UT1U7lES HANDBOOK UNLESS NOTED OTHERWISE
3-04'
10'-6'
STEEL CASING PIPE
/
RJ DIP CARRIER
14
HEREIN.
STANDARD
4' -(r
a
MANHOLE
1 3-e'
PIPE SUPPORT,
3/4 STAINLESS STEEL
SEE DWG 5-14
ANCHOR BOLTS
3-B'
ELEVATION
NOTE:
12
CITY OF R1
SEE NOTE 4 ON DWG S-11 IF STEEL
11'-10
PIPE IS USED IN LIEU OF DUCTILE IRON
DEPARTMENT OF PU
PIPE FOR CARRIER PIPE
ACDIAI n16C r
■■ ■■■ ■■
■■ ■■■ ■■ ..
■■ ■■■ ■■
on ■■■ ■■
■■ ■■■ ■■
I-TI BARS AT 8` CTS--j
v
I in
H-
Hll _-R
GONG. FOOTING FOR
V PRECAST MANHOLE
[--T2 BARS AT 8` CTS-i
It I lit -:R1
REINFORCED CONIC. FOOTING FOR
61 PRECAST MANHOLE
I-n OR T2 BAR
(- STRAWTBAR
BILL OF MATERIAL FOR C MANHOLE
BAR
SrZE
LENGTH
Na
Wf. LEIS.
T2
0
5-6'
1 18
1 103
CL 'A' CONCRETE TOTAL CU. YDS.
1,000
BILL OF MATERIAL FOR 4' MANHOLE
BAR
512E
LENGTH
110. Wr. LBS
TI
05
6• -6`
20 135
CL `A` CONCRETE TOTAL CU. YDS. 1,361
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
N0.
Wi. LEIS,
T2
15
Y -6`
24
165
CL `A` CONCRETE TOTAL CU. YDS 1,778
• ALL BASES ARE MINIMUM V THICK
No.
Revision
Date
B
1
ist REVIEW COMMENTS
12/18/12
JCI
2
MYLAR SUBMITTAL
1/29/13
JCI
8
12
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GENERAL NOTES:
FINISHED GRADE
12
3-0`
FINISHED
GRADE
8
12
3-0
9-0'
DIP CARRIER PI
1D
12
3-D"
9'-10
3
12
ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE
SECTIONS OF THE CITY OF RALEIGH PUBLIC UT1U7lES HANDBOOK UNLESS NOTED OTHERWISE
3-04'
10'-6'
3-0
/
:56
14
HEREIN.
8' -9'
4' -(r
a
14
1 3-e'
10• -0
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAINER RINGS AND
A
14
3-B'
FINAL
4'-0
12
WELDED RETAINER BARS OR BOLTLESS TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS
3-8
11'-10
4-0
BACKFILL /
5 5
18
AND RUBBER RETAINERS. DOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO
II
e--
6
18
4' -4`
10' -6`
ANSI B18.2. RESTRAINED PIPE AND FITTINGS SHALL BE FLEX -RING OR LOK -RING TYPE JOINTS
FINAL UNDISTURBED SOIL
18
4'-47
X11' -6`
4 -0
12
AS MANUFACTURED BY AMERICAN CAST IRON PIPE CD.; TR FLEX AS MANUFACTURED BY US
BACKFILL
12-,r
+ -0
�I`
�\
5 6
18
APE, BOLT -LOK AS MANUFACTURED BY GRIFFEN PIPE PRODUCTS, OR EQUAL
97-17
W -0
6
UNDISTURBED SOIL
5-4`
11=0
5 -0
10
18
5-4'
12'-0"
I W -0
a Z
CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
18
1 5-4'
12-10
5' -0
5t
S6
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
I 6'-0
W-10
W -0
8
18
6'-4'
NOMINAL SLUMP = 4 INCHES
5 -0'
-56
10
18
111
12 -a•
WATER CEMENTITOUS MA TER IA LS RATIO 0.45 (MAX)
12
18
6'-4'
13' -2'
5' -0
o
AIR CONTENT = 6% 1 1.5%
c
CASING PIPE
0
.: '- 0::; = =:
'
r: W
CONCRETE SHALL BE COMPOSED OF CEMENT. WATER, COARSE AGGREGATES, FINE AGGREGATES
3/16
4
WHENMANHOLETOPSAREN
INITIAL
I' R ON ALL CORNERS
AND AIR. CEMENT SHALL BE TYPE 1 OR I IN ACCORDANCE WMTtI ASTM C -150. MATERIAL
".::,
BACKFILL
m
1- z J L
REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C -33.
:: ;2'- 0. •
" ='•::
PROVIDED. SEE STANDARD
SECTION A -A
5-28 FOR STEP DEfALN
COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE
INITIAL .
FRAWANDCWERSRALLIE
SPRING LINE "'' ' '
eAi #67 STONE
Z
wa
co _
SUBSTITUTED FOR AN EQUAL AMOUNT
Q OF CEMENT BY WEIGHT UP TO 25/t
BACKFILL
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SEE SEWER DESIGN SECTION
4.
ALL
(JNa•�
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O•••
HAUNCHING PIPE GRADE
JQ'
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EXPOSED CONCRETE CORNERS SHALL BE C14AMFERED 3/4.
5.
'
m
a
Sa Z
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•� 4' BEDDING
N
<zi'
CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE
1�'7
3
p�
sh
tp
to
J
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PLACED IN ACCORDANCE WITH 'RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS"
(/)In~
''•II- JO N?
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(LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE
/ MINIMUM SIDE
TAMP WELL UNDER MINIMUM SIDE
/CLEARANCE
\ •'.-.
-=ZW
CLASS '8' CONFORMING TO THE PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR
".
6" #67 STONE
" O.D. OF PIPE 6" CLEARANCE
WW
BOTTOM HALF 6" O.O. OF PIPE 6'
W-2X
0
REINFORCED CONCRETE
6
WHEN ROCK IS
ENCOUNTERED 12" O.D. OF PIPE 12" MAXIMUM SIDE
fa�att
3
�NII
O to
QJJ
OF PIPE
Fm
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN
CLEARANCE
w J
NO
C4
NEOPRENE, WITH DUROMETER HARDNESS = 50.
C)w Qrl
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1D
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wad..
7.
NOTES
N x°OO aovai
CO
TYPICAL TRENCH BOTTOM DIMENSIONS FOR
M
OWW
J 00
lt
PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE
1. Trenches requiring sharing and bracing, dimensions shall be taken from the
V
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L'
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<
a W
aa9
REQUIREMENTS OF ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN
insidefaceafthe shoring and bracing.
to
N
SDR 35 P VC GRAVITY PIPE E
W, o W
m
ULTIMATE BEARING CAPACITY OF NOT LESS THAN TMo TMa1ES THE DESIGN LOADING OF 30
N
n•07
tali
�
Otowm; ila
TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL IN
2. No rocks or boulders 4" or larger to be used in initial back ill.
.
NOTES:
DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD
tnM
1. For trenches requiring shoring and bracing, dimensions shall
OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO
3. All backfiu material shall be sudable native material.
X
be token from the inside face of the shoring and bracing.
DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL
F
• WFW --RWk
2. No rocks or boulders 4' or larger to be used in initial backni 1.
CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE WHERE PILES
4. Bockfill shall be tamped in 6' lifts in Uaific areas 1r in
non UaRicareas
JUJa°3_
3. All bockfill material shall be suitable motive material.
-.
ARE EXPOSED. PILES SHALL BE PAINTED AND /OR COATED IN ACCORDANCE WITH THE CITY
JaO °wa
SPECIFICATIONS.
Z
.; 4.'
4. Bockfill shall be tamped in 6' lifts in traffic areas, 12' in
= 5 rnnTmp
La. O Z m U
S. Achldve80 %compactioninnOnUaffcareas and95%tw
compaction
O
non- traffic areas.
F W L)
fraffe areas.
6. If ineasementr topsoil, and CITY OF RALEIGH
CITY OF RALEIGH
0
CITY OF RALEIGH
lr clean selectfillisrequired. DEPARTMENT OF PUBLIC UTILITIES
DEPARTMENT OF PUBLIC UTILITIES
O
DEPARTMENT OF PUBLIC UTILITIES
7. No boulders rindarreleror TRENCH BOTTOM DIMENSIONS & BACKFTLUNG
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
H
AERIAL PIPE CROSSING
greater allowed in final badLTiR. REQUIREMENTS FOR DUCTILE IRON AND REINFORCED CONCRETE PIPE.
CITY
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
W
GENERAL NOTES
DWG. NO. , REVISIONS IDATE I REVISIONS DATE
a
DEPARTMENT OF PUBLIC UTILITIES
IDWG. NO. , REVISIONS IDATE I REVISIONS IDATE
owc xa NL'isals �� •sas DATE
S -4 3_1_8 RRH -30 -0
S_rJ TO NOTES a-
S -iO
TYPICAL
SANITARY SEWER
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N
NOTE 4
BAR SI
SPACING
x
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WE DIA
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3-0"
8
12
3-0
9-0'
DIP CARRIER PI
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3-D"
9'-10
3
12
14
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10'-6'
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22-28
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4' -(r
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I W -0
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18
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12-10
5' -0
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W -0
8
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11'-4'
5 -0'
-56
10
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111
12 -a•
5' -D-
12
18
6'-4'
13' -2'
5' -0
D
-SNUG FIT
31a•
ANCHOR BOLTS,
ASTM A397 OR A36
-SEE NOTE 4
FOR BAR 5DE
AND SPACING
I_ C
NOTES:
1. SHALLOW FOUILOAIIDN DESIGN SHOWN ON THIS DETAIL IS
BASED ON THE FOLL IG PARAMETERS
ALLOWABLE SON. BEARING CAPACITY = 2000 PSF
CONCRETE COU RESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAUIMtAt S1REAlf VELOCITY = U) FT/5EC
gnaw sift RT. [MO T (FQ =12 -0'
IF FIELD CONDITIONS REQUIRE ANY DE MADON FROM THESE
PARAMETERS, THE FOUNDA11ON DESIGN SHALL DE RENEWED
BY THE ENGI EETL
2. E SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE
TO UMAND 200D PSI: BEARING PREMURI A PILE
SUPPORTED FOUNDA71ON SHALL HE InIU D AS PER DRAWNG
S -15.
3. IF BEDROCK IS ENCOUNTERED Wlpl WILL PREVENT 3 -FEET
MM" COVER OVER FOOIIA 0007.5 SHALL BE DMM
INTO ®ROCI( PRIOR TO PLACING FOtMAML SEE DRAM
S-I&
4. TWELVE -11104 AND FOURIEE N-IN04 THC4 PIERS AND
FOOTINGS SHALL BE REIFORCED 04TH /5 BARS AT 12 INCHES
GC IN EACH OIECTION ON EACH FACE, EEGNIEEN -NCH WIDE
PIERS AND F00TINGS SHALL HE REINFORCED VATH #F BARS AT
12 INCHES OC IN EACH DIRECTION ON EACH FACE
& EIGHTEEN -ITCH THICK PIERS SHALL REQUIRE TWO STRAPS
OVER THE PIPE INSTEAD OF ONE (AS SHOWN)L
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED
MM A STREAM AND ARE NOT COVERED V TH BACKF L. SEE
DRAWO S-19 FOR LMODIICADONS TO UPSIRM FACE OF
SUPPORL
-1 r
MANHOLE FRAME AND COVER
COVER 120 LBS. MINIMUM
L1, O
o Q�RM I T RFQ o
23112' 21"
r`
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0
4
2 314'
25 1/16"
23 11/16 II
BUTYL-NEK OR -�
APPROVED
SEALANT 7 112' 22•
BETWEEN FRAME
AND COVER
I` 25 15/16"
33 1/4-
NOTES 5)8'X3 LAGSHIELD IN HOLE
DRILLED INTO CONE OR
1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO
BE DOMESTICALLY CAST DESIGN DEPTH, AND 51°X3'
2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS. WITHIN
LAG BOLT AND WASHER
PUBLIC RDW AND 160 LBS.
WITHIN EASEMENTS -
3) COVER SHALL WEIGH A CITY OF RALEIGH
MIN. OF 120 LEIS- DEPARTMENT OF PUBLIC UTILITIES
4) ALL MANHOLE FRAMES OUTSIDE
[IF PAVED SURFACES SHALL BE
BOLTED TO THE CONE STANDARD MANHOLE COVER
SECTION OR RING WITH A
MINIMUM (IF 4 BELTS PER DWG. N0. REVISIONS DATE REVISIONS DATE
FRAME. 3 -1 -87 3 -1 -87 A.B.B. 2 -9 -05
5 -25 RRH 3 -30 -0
Designer
WdcR
Scale
NTS
Drawn By
Date
JCI
11/15/12
Checked By
Job No.
JCI
2080688.06
NORMAL FOOTING
THICKNESS,
SEE NOTE 1 -
CONCRETE FOR
LEVELING MAY
BE PLACED WITH
FOOTING
L
-I r
3" CLEAR
TOP OF
NON -STINK GROUT
6' tY ,#7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
'n
• O
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• • W
SEE NOTE 1
NOTES:
1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF
CONCRETE PIERS WITH HEIGHT OF 6 FEET OR LESS
AS PER DRAWING S-13. CITY OF RALEIGH
2. NON- SHRINK GROUT SHALL BE 'EUCO -N -S" BY DEPARTMENT OF PUBLIC UTI
THE EUCLID CHEMICAL COMPANY, 'MASTERFLOW AERIAL PIPE CROSSIN
713' BY MASTER BULDERS, OR EQUAL rnnl('RrW DIrA MI Drill
PLAN
SLIP RESISTANT CLEATS
O 0
12"
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
DEP
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WHENMANHOLETOPSAREN
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I
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
PIPE ALIGNMENT GUIDE SPIGOT:
CITY OF RALEIGH
DEPARTMENT OF PUBUC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
BiC NL Ratsoa ux 1 I09011% BATE
S -18 P -
all a gou o A•a -_
SEWER' �4✓( =� • ;a
' • °
ACE Do v,
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2' -0' v v _ : ° a 3000 P.S.I. CONCRETE
TYP. D, - Q ' • ENCASEMENT
ADJUST FLUSH PLAN
STANDARD MANHOLE
ANEW ASHPHALT FRAME AND COVER
III R
r
r ST. A.B.C.
STANDARD
MANHOLE COMPACTED
BACKFILL
TOTAL
CHIMNEY NOT
TO EXCEED 12'
SECTION
PRECAST CONCRETE SPACER
(DONUT RINGS)
IN TRAFFIC AREAS
ONLY. DONUT RINGS NOT
ALLOWED IN EASEMENTS. CITY OF RALEIGH
NOTE: CONCRETE COLLAR SHALL EXTEND 2' DEPARTMENT OF PUBUC UTILITIES
BELOW TOP OF PRECAST CONE
DETAIL A
45'
COLUMN VERTICAL * COLUMN HORIZONTAL OR
VERTICAL
0 60• +IW
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POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
B
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UPSTREAM FACE
• ® • a to ® Q�
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ADDITIONAL 0111if2'
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SAME SIZE AS OTHERS
PLAN - CONCRETE SUPPORT NOSING
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CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERWCES��. L.
PUBLIC UTILITIES 4 6? gh 3
STORMWATER zlblr 3
PLANNING
FIRE
URBAN FORESTRY �-
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
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EXISTING
SUBGRADE -0
UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS
PIPE
kk
REFER TO W -3
NOTES:
1. The pavement cut "I be defined by a straight edge
and cut with on approved sow cut machine.
2. The trench subgrade material sholl be backflled
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the material in accordance with AASHTO
T -99 as modified by NCDOT.
3. The final V of fill shall consist of ABC
material compacted to o density equal to 100%
of that obtained by compacting o sample of the
material in accordance with AASHTO T -80 as
modified by NCDOT.
4. The entire thickness/ vertical edge of cut
sholl be locked.
5. The some depth of pavement material which exists
shall be reinstated, but in no case mall
the asphalt be less than 2' thick.
6. The asphalt pavement material shell be installed
and compacted thoroughly with o smooth drum roller
to achieve a smooth level patch.
7. Refer to City of Roreigh standards for
trenches and Pipe bedding. W -3_
for additional details. CITY OF RALEIGH
S. NoHmdPamNngallowed. DEPARTMENT OF PUBLIC UTILITIES
9. Pavement cuts within NCDOT ROW
shall corda rnto the approved on site etcrioachr eot STANDARD ASPHALT
permit.
UNDISTURBED SOIL
3CLE" MI NCE 'Y• BAR 3• MIN.
CLEARANCE
REINFORCING REQUIREMENTS
x0. OWE
REOAR 9TE
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X BAR IDW Y 6AR tE #M
-r OAR Main
Nil REDLINED
A
7 -2-s a9. PIPE
1.013 UISITT 1' -1'
1.1 Mrs. EA01
l6
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IS LOS Eaa1
r-2L T -tx
THRUST COL AND THRUST SCHEDULE
LD. RARE •a• -w -c-or-W. 20' -2'. 3r-3r.
M'
4• - S6" t' -P t' -Y Y Y P
.r r-c
NOTES-
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
Z 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 W-3.
5. BACKFI.I. TAIMPED IN 6' LIFTS PER CITY OF RALEIGH
STANDARD. DETAIL W-S DEPARTMENT OF PUBLIC UTILITIES
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA
EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS
DWG. NO. REVISIONS JDATE I REVISIONS I
W-7 RRH -21 -00
APPROVED METHOD FOR EXTENSOR OF VALVE BOX NOTE. Zx 2'x 6* CONCRETE
PAD REOUIRED ON ALL VALVES.
CONCRETE NO PRECAST • ,
I••I : .•
. DETAILS. TER
6YW STANDARD VALVE BOX
e
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80 LBS. HEAVY WEIGHT CASTING
PAVEMENT F
f VALVE :N
COVER
VALVE
i
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USE 5" SOIL O• EXTENSIONS
TAMPED
BACKFILI,-'j
WATER LVE
MAI
STAB-IN C.I. /
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OR -
TA
D.I. PIPE GASKET A LL
ii
4
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$ ALL TRAFFICCASTINGS MUST BE CLASS 35 ORGREATER-
3)FORANYVALVESOVERIVOEEP.AVALVESTEIABaENSON
i
BOTTOM DAR SECTION :•
I IU 1/4 - -11
No, Revision Date B
1 1st REVIEW COMMENTS 12/18/12 JC1
2 MYLAR SUBMITTAL 1/29/113 JCI
�0W PVC TO D.I. PIPE
FINISHED GRADE PROPERTY MINIMUM 36° HORIZONTAL CLEARANCE 51 SrORZ NOZZLES ADAPTER - USE 'FERNCO
LINE FROM ANY OBJECT. COUPLING 445 -401' OR
TF
APPROVED EQUAL TO SEAL.
:iii �i + ;•
FIRE HYDRANT, PUMPER NOZZLE TO =
`BE POINTED TOWARDS FIRE TRUCK ACCESS. o
45 PVC SADDLE
TRAFFIC FLANGE BETWEEN PIPE CROWN
2" - 6° ABOVE GRADE
- �- 3�A " :� : =• UNDISTURBED SOIL
tutlN �": 5 ��• CURB AND GUTTER 2 i NOZZLES W1 1'
SIDEWALK PAVEMENT NATIONAL a �1 8 ---� FLOW
�j
BacKFILL _ ��-�� ° - -' srANDARD THREADS 19/ 16 OPERATION NUT
..-
STAINLE55
• 6" GATE VALVE GROUND LINE STEEL
VALVE BOX CLAMPS
COMPACTED BACKFILL CONC. THRUST
(TAMPED IN 6° LIFTS) BLS
BACKFILL UNDER PVC SADDLE,
14OF . 6" MIN. BRANCH PIPE= ►' MAIN 25 WITHfl67 STONE AS SHOWN OV
CONC. SETTING SLAB 3/4' HOT DIPPED
ALVANIZED BRIDLE RALEIGH CHANGES TO
V -3 "x V -3 "x 4° THICK. NATIONAL 5TANDARD THREADS MAY BE COt1PLED 6" OF $67 STONE MINIMUM SIDE 3000 P.S.I. CONCRETE ONCE. STORZ Nmr r-s FOR WHEN ROCK I 6" 6" II CLEARANCE THRUST BLOCKING TOWN55TATED.
7 CU. FT. CRUSHED PIPE CROWN
OR WATER IS NO-� STONE MIN. NDISTURBED EARTH.
ENCOUNTERED
45° 45°
1. FIREHYDRANT SHALL BE AS MANUFACTURED: MUELJI AMERICAN DARLING, KENNEDY, M & H.
WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US PIPE
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWAC15O96. NOTES: -
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED- SADDLE
3: 6• c�ITEVALVESHAI I BEANWACSa6ac OPEN I .EFT. 2. KNIGHTDALE, & ROLESVLLE PUBLIC HYDRANTS SHALL BE PAINTED RED WISILVER OPERATING NUTS.
NOTES: 4. STEE_RODS AND BOLTS SHALL BE3W HOTDIPPED GALVANIC. 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED Wt SILVER BONNETS AND OPERATING NUTS.
1. Trenches requiring shoring and bracing, dimensions sholl be 5. FIRE HYDRANTS W LBEINSTALLEDINTRUEVERTICALPOSTION. 4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW PIPE SPRINGLINE
taken from the inside face of the shoring nd bracing. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE IF THELENGTH FROM THE VALVE TO THE W/SILVER CAPS AND OPERATING NUTS.
9 g' HYDRANTExCCEED DS26Fr. T1iNAMEOMCALRESTRA UNGGLANOWTIHAREBARCAGE 5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC LWNS LARGER THAN 12 • SHALL BE PAINTED BLACK- 2 1/2" NATIONAL STANDARD
2. No rocks or boulders 4" or SWVtBEINSTNIEDNOMORETHAN1OFTFROMHYHRANTAND POURED INCONCRETE. OUTLET THREADS
larger to be used in backfill. 7. FIRE HYDRANTS TOBE LOCATED IN ROWOR2 FOOT EASEMENTADJACENTTO ROW. kl:�� 3. All backfill moterial sholl be
CITY OF tZPJJ =IGH
suitable native material.
DEPARTMENT OF PUBLIC UTiLI17E5
4. BockfBl sholl be tamped in 6" ** CITY OF RALEIGH CITY OF RALEIGH
CITY OF RALEIGH CITY OF RALEIGH RALEIGH, GARNER KNIGfiTDALE, 120LESVILLE, NATIONAL STANDARD SADDLE INSTALLATION LIMITS
lifts. ANYnMESNE WOR CHANGE CTHE ROADWORK, WAKE FOREST, WENDELL 4t ZE13ULON
DEPARTMENT OF PUBLIC UTILITIES OR ANYOTNERWORNCHANGESTHEGRADEOF DEPARTMENT OF PUBLIC UTILITIES THREADS FOR ALL SERVICE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
5. Achieve 95% compaction in THE FIRE HYDRANT. THE PERSON RESPONSIBLE
backf7L TRENCH BOTTOM DIMENSIONS & BACKFILLING FOR THE WOW ISRESPONSIBLEFORAOJUMG STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH S AREAS HYDRANT OPERATING NUT AND 2 LATERAL SADDLE INSTALLATION
REQUIREMENTS FOR DUCTILE IRON THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE
INSTALLATION DETAIL STORZ PUMPER NOZZLE 1/2" OUTLET THREADS DETAIL FOR PVC PIPE
DWG. NO.1 REVISIONS DATE I REVISIONS DATE I DWG: NO.1 REVISIONS DATE REVISIONS I DATE I DWG. NO.1 REV1510N5 I DATE I REVISIONS I DATE DWG.NO. REV1510N5 DATE REVI5ION5 DATE DWG. NO. REVISIONS DATE REVISIONS DATE
3 -1 -87 RRH -31 -0 ABB 41614 ABB 7 -21-05 P.RH 1-00 DHL -1808 3 -1 -8
W -3 - - ABB -15 -0 W -4 S RRH DHL 2 -18-08 W-6 A.6.15 13-04 J.P.S Ill-1-10 5 -31 RRH 3-30 -0
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DEPARTMENT OF PUBLIC UTILITIES
STANDARD THRUST BLOCK INSTALLATION
FOR VALVES AND DEAD END MAINS
DWG. NO. REVISIONS DATE I REVISIONS I DAl
W_$ Y.C.A. - - D.W.C. 9 -7
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PLAN VIEW
SECTION VIEW
Designer Scale
W &R NTS
Drawn By Date
JCI 11/15/12
Checked By Job No Jcl 2080688.06
Manufacturer
MO/DAYNR
Class 35
BOTTOM VIEW
Note 1- Water Lathering must be 1• Raised (Recessed FlushI
Nate lve 2- Va Cover shall be domestically cast.
Note 3 -Cover most have a minimum welght of 25 pounds
Note 4 -Cover must be class 35 or greater.
Note 5- Cwermust meet or exceed AASHTO H-20 load
regrismort.
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REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
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PLUG 40,213 10 21 25 5 5 10 41 5
REACTION BEARING AREAS ARE IN SQUARE FEET CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
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SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
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BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
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SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
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Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
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FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
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Sheet No.
WITHERS R"ENELM
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ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
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NOTES-
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
Z 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 W-3.
5. BACKFI.I. TAIMPED IN 6' LIFTS PER CITY OF RALEIGH
STANDARD. DETAIL W-S DEPARTMENT OF PUBLIC UTILITIES
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH THRUST BLOCKING DESIGN DATA
EDGES OF COLLAR AROUND CIRCUMFERENCE. FOR WATER MAINS
DWG. NO. REVISIONS JDATE I REVISIONS I
W-7 RRH -21 -00
APPROVED METHOD FOR EXTENSOR OF VALVE BOX NOTE. Zx 2'x 6* CONCRETE
PAD REOUIRED ON ALL VALVES.
CONCRETE NO PRECAST • ,
I••I : .•
. DETAILS. TER
6YW STANDARD VALVE BOX
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PAVEMENT F
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3)FORANYVALVESOVERIVOEEP.AVALVESTEIABaENSON
i
BOTTOM DAR SECTION :•
I IU 1/4 - -11
No, Revision Date B
1 1st REVIEW COMMENTS 12/18/12 JC1
2 MYLAR SUBMITTAL 1/29/113 JCI
�0W PVC TO D.I. PIPE
FINISHED GRADE PROPERTY MINIMUM 36° HORIZONTAL CLEARANCE 51 SrORZ NOZZLES ADAPTER - USE 'FERNCO
LINE FROM ANY OBJECT. COUPLING 445 -401' OR
TF
APPROVED EQUAL TO SEAL.
:iii �i + ;•
FIRE HYDRANT, PUMPER NOZZLE TO =
`BE POINTED TOWARDS FIRE TRUCK ACCESS. o
45 PVC SADDLE
TRAFFIC FLANGE BETWEEN PIPE CROWN
2" - 6° ABOVE GRADE
- �- 3�A " :� : =• UNDISTURBED SOIL
tutlN �": 5 ��• CURB AND GUTTER 2 i NOZZLES W1 1'
SIDEWALK PAVEMENT NATIONAL a �1 8 ---� FLOW
�j
BacKFILL _ ��-�� ° - -' srANDARD THREADS 19/ 16 OPERATION NUT
..-
STAINLE55
• 6" GATE VALVE GROUND LINE STEEL
VALVE BOX CLAMPS
COMPACTED BACKFILL CONC. THRUST
(TAMPED IN 6° LIFTS) BLS
BACKFILL UNDER PVC SADDLE,
14OF . 6" MIN. BRANCH PIPE= ►' MAIN 25 WITHfl67 STONE AS SHOWN OV
CONC. SETTING SLAB 3/4' HOT DIPPED
ALVANIZED BRIDLE RALEIGH CHANGES TO
V -3 "x V -3 "x 4° THICK. NATIONAL 5TANDARD THREADS MAY BE COt1PLED 6" OF $67 STONE MINIMUM SIDE 3000 P.S.I. CONCRETE ONCE. STORZ Nmr r-s FOR WHEN ROCK I 6" 6" II CLEARANCE THRUST BLOCKING TOWN55TATED.
7 CU. FT. CRUSHED PIPE CROWN
OR WATER IS NO-� STONE MIN. NDISTURBED EARTH.
ENCOUNTERED
45° 45°
1. FIREHYDRANT SHALL BE AS MANUFACTURED: MUELJI AMERICAN DARLING, KENNEDY, M & H.
WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US PIPE
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWAC15O96. NOTES: -
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED- SADDLE
3: 6• c�ITEVALVESHAI I BEANWACSa6ac OPEN I .EFT. 2. KNIGHTDALE, & ROLESVLLE PUBLIC HYDRANTS SHALL BE PAINTED RED WISILVER OPERATING NUTS.
NOTES: 4. STEE_RODS AND BOLTS SHALL BE3W HOTDIPPED GALVANIC. 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED Wt SILVER BONNETS AND OPERATING NUTS.
1. Trenches requiring shoring and bracing, dimensions sholl be 5. FIRE HYDRANTS W LBEINSTALLEDINTRUEVERTICALPOSTION. 4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW PIPE SPRINGLINE
taken from the inside face of the shoring nd bracing. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE IF THELENGTH FROM THE VALVE TO THE W/SILVER CAPS AND OPERATING NUTS.
9 g' HYDRANTExCCEED DS26Fr. T1iNAMEOMCALRESTRA UNGGLANOWTIHAREBARCAGE 5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC LWNS LARGER THAN 12 • SHALL BE PAINTED BLACK- 2 1/2" NATIONAL STANDARD
2. No rocks or boulders 4" or SWVtBEINSTNIEDNOMORETHAN1OFTFROMHYHRANTAND POURED INCONCRETE. OUTLET THREADS
larger to be used in backfill. 7. FIRE HYDRANTS TOBE LOCATED IN ROWOR2 FOOT EASEMENTADJACENTTO ROW. kl:�� 3. All backfill moterial sholl be
CITY OF tZPJJ =IGH
suitable native material.
DEPARTMENT OF PUBLIC UTiLI17E5
4. BockfBl sholl be tamped in 6" ** CITY OF RALEIGH CITY OF RALEIGH
CITY OF RALEIGH CITY OF RALEIGH RALEIGH, GARNER KNIGfiTDALE, 120LESVILLE, NATIONAL STANDARD SADDLE INSTALLATION LIMITS
lifts. ANYnMESNE WOR CHANGE CTHE ROADWORK, WAKE FOREST, WENDELL 4t ZE13ULON
DEPARTMENT OF PUBLIC UTILITIES OR ANYOTNERWORNCHANGESTHEGRADEOF DEPARTMENT OF PUBLIC UTILITIES THREADS FOR ALL SERVICE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
5. Achieve 95% compaction in THE FIRE HYDRANT. THE PERSON RESPONSIBLE
backf7L TRENCH BOTTOM DIMENSIONS & BACKFILLING FOR THE WOW ISRESPONSIBLEFORAOJUMG STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH S AREAS HYDRANT OPERATING NUT AND 2 LATERAL SADDLE INSTALLATION
REQUIREMENTS FOR DUCTILE IRON THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE
INSTALLATION DETAIL STORZ PUMPER NOZZLE 1/2" OUTLET THREADS DETAIL FOR PVC PIPE
DWG. NO.1 REVISIONS DATE I REVISIONS DATE I DWG: NO.1 REVISIONS DATE REVISIONS I DATE I DWG. NO.1 REV1510N5 I DATE I REVISIONS I DATE DWG.NO. REV1510N5 DATE REVI5ION5 DATE DWG. NO. REVISIONS DATE REVISIONS DATE
3 -1 -87 RRH -31 -0 ABB 41614 ABB 7 -21-05 P.RH 1-00 DHL -1808 3 -1 -8
W -3 - - ABB -15 -0 W -4 S RRH DHL 2 -18-08 W-6 A.6.15 13-04 J.P.S Ill-1-10 5 -31 RRH 3-30 -0
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD THRUST BLOCK INSTALLATION
FOR VALVES AND DEAD END MAINS
DWG. NO. REVISIONS DATE I REVISIONS I DAl
W_$ Y.C.A. - - D.W.C. 9 -7
6 -92 1 HKH 3 -3
O O O OAST DATE
a0o 0
WATER
Q
O U O
7.
16 I 1 111
PLAN VIEW
SECTION VIEW
Designer Scale
W &R NTS
Drawn By Date
JCI 11/15/12
Checked By Job No Jcl 2080688.06
Manufacturer
MO/DAYNR
Class 35
BOTTOM VIEW
Note 1- Water Lathering must be 1• Raised (Recessed FlushI
Nate lve 2- Va Cover shall be domestically cast.
Note 3 -Cover most have a minimum welght of 25 pounds
Note 4 -Cover must be class 35 or greater.
Note 5- Cwermust meet or exceed AASHTO H-20 load
regrismort.
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¢ CITY OF RALEIGH
a
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
4a0
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D��
GJ QO �O a� ry V� "� O4, Q)O �J 00 Gf/ Oaf Q G!O Q•/ •.�
611 1/4° 1,108 1 1 1 1 1 1 2 1
22 1/f 2,207 1 2 2 1 1 1 3 1
45° 4.328 2 3 3 1 1 2 5 1
g0° 7,996 2 4 5 1 1 2 8 1
PLUG 5,655 2 3 4 1 1 2 6 1
81,
11 1/4° 1,970 1 1 2 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 2 8 1
90° 14,215 4 8 9 2 2 4 15 2
PLUG 10,053 3 5 6 2 2 3 10 1
12"
11 114° 4,433 2 3 3 1 1 2 5 1
22 1/1' 8.826 3 5 6 1 2 2 1 3 9 1 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 111f 7,881 2 4 5 1 1 2 8 1
22 11f 15,691 4 8 10 2 2 4 16 2
450 30,779 8 16 19 4 4 8 31 4
90o 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 CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -10 -11 -23 -9
C
1/4"
f
0
1
C
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SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
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ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
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V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
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Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
�0W PVC TO D.I. PIPE
FINISHED GRADE PROPERTY MINIMUM 36° HORIZONTAL CLEARANCE 51 SrORZ NOZZLES ADAPTER - USE 'FERNCO
LINE FROM ANY OBJECT. COUPLING 445 -401' OR
TF
APPROVED EQUAL TO SEAL.
:iii �i + ;•
FIRE HYDRANT, PUMPER NOZZLE TO =
`BE POINTED TOWARDS FIRE TRUCK ACCESS. o
45 PVC SADDLE
TRAFFIC FLANGE BETWEEN PIPE CROWN
2" - 6° ABOVE GRADE
- �- 3�A " :� : =• UNDISTURBED SOIL
tutlN �": 5 ��• CURB AND GUTTER 2 i NOZZLES W1 1'
SIDEWALK PAVEMENT NATIONAL a �1 8 ---� FLOW
�j
BacKFILL _ ��-�� ° - -' srANDARD THREADS 19/ 16 OPERATION NUT
..-
STAINLE55
• 6" GATE VALVE GROUND LINE STEEL
VALVE BOX CLAMPS
COMPACTED BACKFILL CONC. THRUST
(TAMPED IN 6° LIFTS) BLS
BACKFILL UNDER PVC SADDLE,
14OF . 6" MIN. BRANCH PIPE= ►' MAIN 25 WITHfl67 STONE AS SHOWN OV
CONC. SETTING SLAB 3/4' HOT DIPPED
ALVANIZED BRIDLE RALEIGH CHANGES TO
V -3 "x V -3 "x 4° THICK. NATIONAL 5TANDARD THREADS MAY BE COt1PLED 6" OF $67 STONE MINIMUM SIDE 3000 P.S.I. CONCRETE ONCE. STORZ Nmr r-s FOR WHEN ROCK I 6" 6" II CLEARANCE THRUST BLOCKING TOWN55TATED.
7 CU. FT. CRUSHED PIPE CROWN
OR WATER IS NO-� STONE MIN. NDISTURBED EARTH.
ENCOUNTERED
45° 45°
1. FIREHYDRANT SHALL BE AS MANUFACTURED: MUELJI AMERICAN DARLING, KENNEDY, M & H.
WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US PIPE
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWAC15O96. NOTES: -
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED- SADDLE
3: 6• c�ITEVALVESHAI I BEANWACSa6ac OPEN I .EFT. 2. KNIGHTDALE, & ROLESVLLE PUBLIC HYDRANTS SHALL BE PAINTED RED WISILVER OPERATING NUTS.
NOTES: 4. STEE_RODS AND BOLTS SHALL BE3W HOTDIPPED GALVANIC. 3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED Wt SILVER BONNETS AND OPERATING NUTS.
1. Trenches requiring shoring and bracing, dimensions sholl be 5. FIRE HYDRANTS W LBEINSTALLEDINTRUEVERTICALPOSTION. 4. WAKE FOREST AND GARNER, AND WENDELL PUBLIC AND PRIVATE HYDRANTS TO BE PAINTED SAFETY YELLOW PIPE SPRINGLINE
taken from the inside face of the shoring nd bracing. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE IF THELENGTH FROM THE VALVE TO THE W/SILVER CAPS AND OPERATING NUTS.
9 g' HYDRANTExCCEED DS26Fr. T1iNAMEOMCALRESTRA UNGGLANOWTIHAREBARCAGE 5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC LWNS LARGER THAN 12 • SHALL BE PAINTED BLACK- 2 1/2" NATIONAL STANDARD
2. No rocks or boulders 4" or SWVtBEINSTNIEDNOMORETHAN1OFTFROMHYHRANTAND POURED INCONCRETE. OUTLET THREADS
larger to be used in backfill. 7. FIRE HYDRANTS TOBE LOCATED IN ROWOR2 FOOT EASEMENTADJACENTTO ROW. kl:�� 3. All backfill moterial sholl be
CITY OF tZPJJ =IGH
suitable native material.
DEPARTMENT OF PUBLIC UTiLI17E5
4. BockfBl sholl be tamped in 6" ** CITY OF RALEIGH CITY OF RALEIGH
CITY OF RALEIGH CITY OF RALEIGH RALEIGH, GARNER KNIGfiTDALE, 120LESVILLE, NATIONAL STANDARD SADDLE INSTALLATION LIMITS
lifts. ANYnMESNE WOR CHANGE CTHE ROADWORK, WAKE FOREST, WENDELL 4t ZE13ULON
DEPARTMENT OF PUBLIC UTILITIES OR ANYOTNERWORNCHANGESTHEGRADEOF DEPARTMENT OF PUBLIC UTILITIES THREADS FOR ALL SERVICE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
5. Achieve 95% compaction in THE FIRE HYDRANT. THE PERSON RESPONSIBLE
backf7L TRENCH BOTTOM DIMENSIONS & BACKFILLING FOR THE WOW ISRESPONSIBLEFORAOJUMG STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH S AREAS HYDRANT OPERATING NUT AND 2 LATERAL SADDLE INSTALLATION
REQUIREMENTS FOR DUCTILE IRON THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE
INSTALLATION DETAIL STORZ PUMPER NOZZLE 1/2" OUTLET THREADS DETAIL FOR PVC PIPE
DWG. NO.1 REVISIONS DATE I REVISIONS DATE I DWG: NO.1 REVISIONS DATE REVISIONS I DATE I DWG. NO.1 REV1510N5 I DATE I REVISIONS I DATE DWG.NO. REV1510N5 DATE REVI5ION5 DATE DWG. NO. REVISIONS DATE REVISIONS DATE
3 -1 -87 RRH -31 -0 ABB 41614 ABB 7 -21-05 P.RH 1-00 DHL -1808 3 -1 -8
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD THRUST BLOCK INSTALLATION
FOR VALVES AND DEAD END MAINS
DWG. NO. REVISIONS DATE I REVISIONS I DAl
W_$ Y.C.A. - - D.W.C. 9 -7
6 -92 1 HKH 3 -3
O O O OAST DATE
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PLAN VIEW
SECTION VIEW
Designer Scale
W &R NTS
Drawn By Date
JCI 11/15/12
Checked By Job No Jcl 2080688.06
Manufacturer
MO/DAYNR
Class 35
BOTTOM VIEW
Note 1- Water Lathering must be 1• Raised (Recessed FlushI
Nate lve 2- Va Cover shall be domestically cast.
Note 3 -Cover most have a minimum welght of 25 pounds
Note 4 -Cover must be class 35 or greater.
Note 5- Cwermust meet or exceed AASHTO H-20 load
regrismort.
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a
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
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ALL AREAS GIVEN IN SQUARE FEET.
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PLUG 5,655 2 3 4 1 1 2 6 1
81,
11 1/4° 1,970 1 1 2 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 2 8 1
90° 14,215 4 8 9 2 2 4 15 2
PLUG 10,053 3 5 6 2 2 3 10 1
12"
11 114° 4,433 2 3 3 1 1 2 5 1
22 1/1' 8.826 3 5 6 1 2 2 1 3 9 1 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 111f 7,881 2 4 5 1 1 2 8 1
22 11f 15,691 4 8 10 2 2 4 16 2
450 30,779 8 16 19 4 4 8 31 4
90o 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 CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -10 -11 -23 -9
C
1/4"
f
0
1
C
�20 1 /8 ° °. 4F-1-/_;
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
D.W.C. T- - ABB 11-20-U!P
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CITY OF RALEIGH
ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
° o
°
S ° o
31982 e e
0
°yy ° °FNCtrI�� ov°
00; .00000000� °0060
Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
Manufacturer
MO/DAYNR
Class 35
BOTTOM VIEW
Note 1- Water Lathering must be 1• Raised (Recessed FlushI
Nate lve 2- Va Cover shall be domestically cast.
Note 3 -Cover most have a minimum welght of 25 pounds
Note 4 -Cover must be class 35 or greater.
Note 5- Cwermust meet or exceed AASHTO H-20 load
regrismort.
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¢ CITY OF RALEIGH
a
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
4a0
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PLUG 5,655 2 3 4 1 1 2 6 1
81,
11 1/4° 1,970 1 1 2 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 2 8 1
90° 14,215 4 8 9 2 2 4 15 2
PLUG 10,053 3 5 6 2 2 3 10 1
12"
11 114° 4,433 2 3 3 1 1 2 5 1
22 1/1' 8.826 3 5 6 1 2 2 1 3 9 1 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 111f 7,881 2 4 5 1 1 2 8 1
22 11f 15,691 4 8 10 2 2 4 16 2
450 30,779 8 16 19 4 4 8 31 4
90o 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 CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -10 -11 -23 -9
C
1/4"
f
0
1
C
�20 1 /8 ° °. 4F-1-/_;
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
D.W.C. T- - ABB 11-20-U!P
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ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
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Sheet No.
WITHERS R"ENELM
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ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
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REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
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450 7,694 2 4 5 1 1 2 8 1
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12"
11 114° 4,433 2 3 3 1 1 2 5 1
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450 17,312 5 9 11 3 3 5 18 2
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PLUG 22.619 6 12 14 3 3 6 23 3
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11 111f 7,881 2 4 5 1 1 2 8 1
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450 30,779 8 16 19 4 4 8 31 4
90o 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 CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -10 -11 -23 -9
C
1/4"
f
0
1
C
�20 1 /8 ° °. 4F-1-/_;
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
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ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
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Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
4a0
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tvO�kr JyA
D��
GJ QO �O a� ry V� "� O4, Q)O �J 00 Gf/ Oaf Q G!O Q•/ •.�
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22 1/f 2,207 1 2 2 1 1 1 3 1
45° 4.328 2 3 3 1 1 2 5 1
g0° 7,996 2 4 5 1 1 2 8 1
PLUG 5,655 2 3 4 1 1 2 6 1
81,
11 1/4° 1,970 1 1 2 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 2 8 1
90° 14,215 4 8 9 2 2 4 15 2
PLUG 10,053 3 5 6 2 2 3 10 1
12"
11 114° 4,433 2 3 3 1 1 2 5 1
22 1/1' 8.826 3 5 6 1 2 2 1 3 9 1 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 111f 7,881 2 4 5 1 1 2 8 1
22 11f 15,691 4 8 10 2 2 4 16 2
450 30,779 8 16 19 4 4 8 31 4
90o 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 CITY OF RALEIGH
MEASURED It A VERTICAL PLANE 0 THE
TRENCH SIDE AT AN ANGLE OF 90 °ro THE THRQST DEPARTMENT OF PUBLIC UTILITIES
VECTOR. THRUST BLOCKING DESIGN
USE 6- - 900 BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. QUANTITY TABLE
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -10 -11 -23 -9
C
1/4"
f
0
1
C
�20 1 /8 ° °. 4F-1-/_;
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
D.W.C. T- - ABB 11-20-U!P
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CITY OF RALEIGH
ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
° o
°
S ° o
31982 e e
0
°yy ° °FNCtrI�� ov°
00; .00000000� °0060
Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
C
1/4"
f
0
1
C
�20 1 /8 ° °. 4F-1-/_;
SECTION C -C
NOTES:
1. COVER WEIGHT: 13 LEIS +/- 57.
°D 2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. HOLE SHALL BE FITTED WITH A
METAL GROMMET
1.8" PRE - DRILLED HOLE 7/8"
B
s• _...I 1/41 � r
A T T
WA ER
lh
1.75" rn aD
M TER
19 t /4"
SECTION B -B
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
� s. TYP 17 5/8"
fi. WATER.. METER BOX DETAIL
SECTION A -A DWG. NO.1 REVISIONS I DATE REVISIONS DATE
W- 25 ­ I 3-1-8A RRH 3 -31 -0
D.W.C. T- - ABB 11-20-U!P
■
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CITY OF RALEIGH
ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
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°
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0
°yy ° °FNCtrI�� ov°
00; .00000000� °0060
Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
,. • z
Lai
• ,r .4 C7 N M d-
•a
J
CITY OF RALEIGH
ra 3 F ? o z DEPARTMENT OF PUBLIC UTILITIES
Lij (9 STANDARD VERTICAL BEND
DWG. NO. REVISIONS JDATE I REVISIONS DATE
W -12 ABB 4-6.04
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
° o
°
S ° o
31982 e e
0
°yy ° °FNCtrI�� ov°
00; .00000000� °0060
Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1
CARRIER PIPE
3A$ STEEL. PLATE, TYP
3/870' STEEL
PLATE, TYP
6 50 A325 BOLT -
CASING PIPE
PE -�
31f6 4
V RAD ON ALL CORNERS -
NOTE-
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL RULES
AND REGULATIONS.
TRANSPORTATION SERVICES RE K �-�
PUBLIC UTILITIES 66' 1I45
STORMWATER
PLANNING Z �'�'{7 V 1:?
U
FIRE 6
URBAN FORESTRY IJ
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
600O O O O�ba{o aRo °od
N + 00
o° o°°O(i ° °° °
° o
°
S ° o
31982 e e
0
°yy ° °FNCtrI�� ov°
00; .00000000� °0060
Sheet No.
WITHERS R"ENELM
U
ENGINEERS 1 PLANNERS 1 SURVEYORS 2 Of 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
1