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IN(S)=242.49'
IN(E)=240.99'
OUT=240.59'
SS MIS 10AI- 0, A� P \ I / `V
Mi� — — \ '�.Lr✓T' 1� 0 IQ jOPO II/�\ / \ OR
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CITY OF RALEIGH
N/F N/F \ D.B. 2565, PG. 393 / _ 248= _ // 6/////� /((\ / Op^ N / N/F /
PHILLIP PERKINSON PROP. 72" RCP WITH 1' CITY OF RALEIGH B.M. 1957, PG. 50 / x & _
1 CITY OF RALEIGH
— 247 - — _ / A / �5'- I /
D.B. 15331, PG. 1453 BURIED TO 1 % SLOPE D.B. 2565, PG. 393 16LT al
PIN 0795788116 // `L/ i 244= _ / J I ( ( D.B. 2565, PG. 393
B.M. 1957, PG. 50 3AR 3715 DADE-ST // / /j k50 / J /l \ \ _ L 13114.19571 PG. 50
B.M. 1957, PG. 50 PIN 0795788227 0 \ / \ s / / — O _ -- / — —_ \ �' ' MATTHEW ROBBINS &
PIN 0795788496 ( l/ FFjjl 57880
1900 VARNELL AVE REMOVE &REPLACE 223 LF 3715 DADE ST �� 48 \ /, — _ �j3 E ST
OF VALLEY GUTTER PER �\PT 16QA 2 \ \ j // / _— — _ �\ \ KATHERINE ROBBINS
COR STD T-10.26.1PER 246 C_ i 20LT �N — -� \\ \ \\\
fir. f`" / // / �/, �j/ r- — — � \� ��\ � �\ � � 2r�4 � D.B. 15202, PG. 2279
r' Q/ / / \ B.M. 1957, PG. 50
F / / � �� �S' y PIN 0795777987
REMOVE &REPLACE 409 SY OF 6, \ �\ _ — $ T — — — — \ 3707 SWANN ST
06Ls \ — — �/ / II / ��ii� - �jk� / \ �tio� 55 �� \���� REMOVE & RESET
ASPHALT PER COR STDT-10.10 _—_- 246 --- — — _ // / v i / — \ \
W24
245 - 244 — — — — / \ // / j 243 a\�25 7
G _ / \ \ _ EXISTING 5' HIGH
/ — \
REMOVE & REPLACE 101 LF Lp0 I /i LS — 240 \ �yati/ // � / ti� \\\ \ _ 7 WOODEN FENCE
r� / N 60"RCP (/ ���% �\ / / / / 245 \ // Q
_ / ���/ 3" \ / /, / / / / l \ \\ \ AX �\ ( 248 ^/ N I EXPOSED \ O
OF VALLEY GUTTER PER N �� TOP 1r CONC. WINGWALL-0' / �\ \ °p N
COR STD T-10.26.1 �i — — — �� 0 / / // / / / / 2� \ \\5 01O — \\\ e / ti v v \SANITARY SEWER e
SUPPLEMENT EXISTING \ INV=237.72' �/ / — — 243 = — — ii✓ kGJ IN =27' / / / 2 5 \ _ _ —\\ N N
2 \ \ 3� / Q1 \ / I I LffvE
RIP RAP DISSIPATER PAD _ _ — — — - / \\�
SEE $ �// _2�0�� �-�
WITH CLASS 1 RIP RAP VARNELL AVE 1 SYSTEM "\ SS F _ — / _—� 240- — — i — —_6� - \� .O, =_
.245. j — / �i INV=242.07
/ ,� \\ 245 -
PLAN i _ �-��
PLAN & PROFILE A6 �� +00 R — / � \
EI 22A3�i 2 / ,�� 245— —\ �� '— — — — 2p1 OUT=239.91' GAT \ \ 4X� \ �� \
EXISTING 20' DRAINAGE & / — /
UTILITY EASEMENT 6� �y / / / / �� / ! ' — \ ' — / \Fl \ \\� SO 2 5 , \
\ REMOVE EXISTING CB,
Y k5� 240 _— %� 'E31RD FEEDER / / PLASTIC
\ N W \ / J / / SHE
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\ 6CI \\ I \ i I SS I / —� p G\ \ \\\ \�
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\� SIN\( 235.75' �S / / / / I / / 1 STORY 2A�
_ IN
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ss \ 240 \ .�Ikp �` 2 ROCK DROP / / / / x I I REMOVE 72 LF OF 0 \ \\ /
s \ STRUCTURE i �s �NPGE & / / I I 1.5 S OR 8CF TIMBER WALL &u
s \ 236
237 X�p 0 3Q SEE DETAIL 1/D4 NG 2o, oR N1 I I GA AG p (^�
s REPLACE WITH 80 LF �.
0 �k5 `, 4M % a Z� EX�sY �PS�M j / I I OF MODULAR BLOCK I \ \ V
no 6I x � WALL AT R-185 PER L
DECK 2� \ 237 I \ \/ / �� Ix i �, w DETAILS 2/S1 & 4/BRICK �� ✓V
BIRD I` ��� CONTROL POINT 1 TO1�246.39'
AFEEDER S•� SEE SHEET U1 FOR / I `r � � m � WALL 6" BRICK /
/IN=245.37' _�
240 2A2 H 1 \ \ PROP. SEWER /OUT=245.36' 6"DIP / \ �� �- BRICK WALL
N/F 5CF = I PLAN & PROFILE i 4"DIP / / o
\ � � \ \ Ip TOC 245.60' , � i -^\,�� PAVERS OVERHANG
BUILDING
JAMES ELIHU TUPPER & INV=237.20' / / o
BETH DANIELLE KELLY \ 11AR I -I- REMOVE EXISTING CB / ERWIN C. JOHNSON & / EXISTING x I _ _� \ /
D.B. 14959, PG. 2274 ` G RIM=24 8' / RIP RAP I 8T EE
B.M. 1957, PG. 50 x '45.35' / � N(S)=24 /� — EVELYN L. JOHNSON / x /
/ / D.B. 2314, PG. 88 / I I 3
PIN 0795787496 EXISTING / 35.15' � 7p ;,',� O I (W)=23 8'
1904 VARNELL AVE RIP RAP J SEE SHEET 8 FOR / / o / O T 237. SEE SHEET 8 FOR B.M. 1957, PG. 50/
VARNELL AVE 2 SYSTEM / 0 1 \ PIN 079578629 I N/F
PLAN &PROFILE SWANN ST 1 SYSTEM I BRICK HARLES P. PEARC)�&
/ \ PLAN & PROFILE PAVERS 3714 SWANIjYST I PATRICIA M. PG. 121
REMOVE & REPLACE 5 SY / REMOVE & REPLACE 44 SY / D.B. 2164, PG. 121
\ I
BRICK � •�� �r\ '` CONC.DRIVE /
OF DRIVEWAY APRON PER PAVERS oR�v� / �4� ,\ / OF DRIVEWAY APRON PER x \ B.M. 1957, PG. 50
COR STD T-10.02 GOND / \ �� a / COR STD T-10.02 V ( 8CF PIN SWANN
Q ✓ 0 Al I
3708 SWANN ST
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252
250
248
246
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240-
238-
236-
234-
232-
23W+100
40 238236 23423223W+100
CONTRACTOR TO PUT BACK
EXISTING RIP RAP & SUPPLEMENT
WITH NEW CLASS 1 RIP RAP UNTIL
THERE IS A MINIMUM OF 24" DEEP
ALONG CHANNEL 50' FROM ENDWALL
PROP. WATER CENTERLINE
VARNELL AVE
PROP.
HEADWALL H2
ROP. 60LF OF 72" CLASS IV RCP @ 1.00%
STA. 1+38.10
INV IN: 236.35
PROP.
i
(SEE DETAIL 1/S1
HEADWALL H1
STA. 0+77.74
INV OUT: 235.75
(SEE SHEET S2)
0 0 10 20 40
1 inch = 20 ft.
HORIZONTAL
4 0 2 4 8
1 inch = 4 ft.
VERTICAL
SEE SHEET 7 FOR
REACH 2 GRADING
NO WORK BETWEEN 1+75 AND 4+35
PROP.GRADE
PROP. ROCK DROP
STRUCTURE WITH 9" DROP _
SEE DETAIL VD4 i
EXIST. Sc
II I
II
I U PROP. 10" DIP W/ 20" STEEL ENCASEMENT PIPE SEWER
r=XiSTING RIP i -RAP -
EXIST, 10" VCP SEWER PROP. V HIGH
(TO BE REMOVED) CONCRETE
PROP. V HIGH BAFFLE
CONCRETE BURY ONE FOOT
BAFFLE FILL WITH IN SITU
BED MATERIAL
0+50 1+00 1+50 2+00 2+50 3+00
SWANN ST STREAM ALIGNMENT PROFILE
H: V=20'
V: 111=4'
All construction to be in accordance with all City of
Raleigh and/or NCDOT standards and specifications.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at (919) 996-2409, and
the Public Utilities Department at (919) 996-4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug have
Permitted Plans on the Jobsite, or any other Violation o1' City of
Raleigh Standards will result in a Fine and Possible Exclusion from
from future work in the City of Raleigh.
3+50
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 #
Authorization to Construct
Date
4+00
254
252
250
248
246
EXIST. 8" VCP SEWER
244
— 242
240
238
236
234
232
4+50 5+0030
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
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance witn aii iegai requirements Tor deveiopment and
construction. Theproperty owner, design consultants, and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. The specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal law. All Construction must be in accordance with all Local,
State and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
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inity infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(t) 919-782-0495
(17919-782-9672
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
PROFESSIONAL SEAL
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DESIGN BY: M. HORSTMAN
DRAWN BY: M. SMALLING
PROJ. DATE: 6/20/2016
DRAWING NUMBER:
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PHTRU V. MELFI POOL WITH ADDITIONAL 8" BRI DAVID B. BUTTS & STABILIZATION
TRUSTEES WALLS
DICKSON
communit infrastructure consultants
OUT=2=245.88'
OUT -244.73' /
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5
18" STONE \
CLASS 1 RIP RAP ELECIA B. BUTTS
D.B. 12409, PG. 1317 (SEE DETAIL 1/05)
D.B. 3980, PG. 870
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6CF
EIP
/
N/F /
WALL
KATHERINE B. MOORE
B.M. 1957, PG. 50 /
PIN 0795774840 B.M. 1957, PG. 50
GM 3618 SWAN ST PIN 0795773699
720 CORPORATE CENTER
RALEIGH, NC 27607
DRIVE
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D.B. 15808, PG. 1882
El TQM 3614 SWANN ST WALL A
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W\OD B.M. 1957, PG. 50
\ IC PROP.
(t)919-782-0495
PAVERS JAMES W NDENMARK &
BCK PIN 0795775847 15PT
3700 SWANN
20 LF OFBRICK
S P RTC BOULDER TOE WALL
\
(f)919-782-9672
REMOVE 48 LF OF
ST
/ COLUMNTF _ /
DEBORAH W. DENMARK
0 '� , TIMBER WALL PROP. 19LF OF 72" RCP D.B. 8322, PG. 1743
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PIN 0795775986
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PAVERS PROP. 72" RCP WITH 1' _ I L9
BURIED TO 1% SLOPE
NC LICENSE NO.F-0374
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1� SHED
3704 SWANN ST
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5+50 ' ea
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335 SY OF CONC.
\ STONE CHANNEL
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a DRIVEWAY
151 8+00
\
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COR STD T-10.02
0
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INV=251.14'
CUSTOM JUNCTION BOX �� \
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I✓ r / 36"RCP (X3)
p / �h /
INV= 49. 0' , /
5G 24
(SEE SHEET S5) I
/ PROP. 34LF OF 36" RCP
a 3 s /
ROP. 35LF OF 36" RCP
�/ INV 49. / - 2
8CtF SUPPORT
$ gs
05CF REMOVE & REPLACE 121 SY
OF ASPHALT DRIVEWAY "'' �o
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CONTROL
INV.41'/
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N/F
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COR STD T-10.26.1EASEME _ S-
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PATRICIA M. PEARC . _ /
D.B. 2157 PG
ENCLOSED y
8 I / `0 A �
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p p / y�ry
CL — / 13P 12"CMP
B.M. 1957, PG. 50
50 PORCH r
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PIN 0795786059
3708 SWANN ST
PLUG AND FILL I
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OF ASPHALT DRIVEWAY /-
�O 18AR /
1
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WITH GROUT
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REMOVE & REPLACE / REMOVE & REPLACE 177 SY OF \v` M
13 SY OF DRIVEWAY APRON / / "ASPHALT PER COR STD T-10.10 CJ-� ��1 00 TOC=259.66'
p
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OIN=257.41'
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CONC.
/ a —255 'r
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PER COR STD T-10.02 �— /® / / J\Ci� INV=254.36'
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p O RIM=� 89' -
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IN= 52.09' — — /" SEE SHEET 10 FOR
OUT=25 .09' M Q ' 12"RCP OF VALLEY
MN SWANN ST 2 SYSTEM
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GUTTER PER COR
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PROP.
HEADWALL H5
STA. 8+88.79
264
INV OUT: 252.00
-
(SEE SHEET S3)
262
-
PROP. PROP. 262
0
HEADWALL H4 PROP. GRADE HEADWALL H6
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PROP.
PROP. GRADE STA. 9+47.85
STA. 8+31.69
260
HEADWALL H3
INV IN: 249.59 NV IN 2 2.59 260
1 1 1 1 1 1
1 1 0
STA. 7+98.54
(SEE DETAIL 1/S1) (SEE SHEET S4)
258
/- EXIST. BRICK WALL
INV OUT: 249.26
258
i
(SEE DETAIL 1/S1)
PROP. GRADE
PROP. PROP.GRADE
PROP. ROCK DROP
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HEADWALL A
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PROP. 35LF OF 36 RCP @ 1.90 /0
STRUCTURE WITH 256
- - - - - - -
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STA. 5+31.04
9" DROP F-
INV OUT: 242.78
I SEE DETAIL 1/D4
254
(SEE DETAIL 1/S1)
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NO WORK BETWEEN 6+40 AND 7+70
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PROP. 33LF OF 72" RCP @ 1.00%
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8+50 9+00 9+50 10+0040
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RIFFLE
CUSTOM JUNCTION BOX
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CONTROL PROP. INV: 242.97
(SEE SHEET S5)
SWANN ST STREAM ALIGNMENT PROFILE
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CONCURRENT REVIEW APPROVAL
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CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
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for for
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Plans the proposed use have been reviewed general
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compliance with applicable codes. This limited review, and
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authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
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NOTES:
construction. Thepproperty owner, design consultants and contractors
are each responsible for compliance with all applicable City, State
E
1.
1. WORK BETWEEN STATIONS 5+20 AND 6+40 SHALL BE
All construction to be in accordance with all City of
PUbIIC Public
and Federal laws. The specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal law. All Construction be Local,
PROD. MGR.: S. SIGMON
DESIGN BY: M. HORSTMAN
c 20 40 INCLUDED AS A BID ALTERNATE. WORK IS SHOWN FOR Raleigh and/or NCDOT standards and specifications.
�� Water Distribution /Extension System Sewer Collection /Extension System
mugt in accordance with all
State and Federal Rules and Re ulations.
REFERENCE ONLY.
ATTENTION CONTRACTORS
The City of Raleigh consents to the connection and extension of the The City of Raleigh consents to the connection and extension of the
TRANSPORTATION FIELD SERVICES
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DRAWN BY: M. SMALLING
PROJ. DATE: 6/20/2016
3 City's public water system as shown on this plan. The material and City's public sewer system as shown on this plan. The material and
—
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1
inch = 20 ft.
HORIZONTAL
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
Construction methods used for this project shall conform to the Construction methods used for this project shall conform to the
the City's Public Utilities Handbook. the City's Public Utilities Handbook.
PUBLIC UTILITIES
DRAWING NUMBER:
contacting the Public Works Department at (919) 996-2409, and
standards and specifications of standards and specifications of
the Public Utilities Department at (919) 996-4540 at least
twenty four hours prior to beginning any of their construction.
STORMWATER
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construction, will result in the issuance of monetaryfines, and require
City of Raleigh City of Raleigh
Public Utilities Department Permit # Public Utilities Department Permit #
PLANNING/ZONING
WKD PROJ. NO.:
reinstallation of any water or sewer facilities not insected as a result
of this notification failure.
FIRE
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Authorization to Construct Authorization to Construct
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N/F
B.M. 1957, PG. 50
B.M. 1957, PG. 50
MICHAEL T. FICALORA &
PIN 0795773699
PIN 0795773551
SLOANE T. FICALORA
3614 SWANN ST
3606 SWANN ST
D.B. 13274, PG. 2119
N/F
PARCEL 2
R M 1957 PG 50
PROP. 3 -SIDED CULVERT
BRIDGE WITH 12' BOTTOM WIDTH
REMOVE & REPLACE (SEE SHEET S6)
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STEPHEN P. THOMAS &
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PIN 0795772737
3617 SWANN ST
REMOVE & REPLACE 439 SY OF
ASPHALT PER COR STD T-10.10
266--
264-
262-
260-
258-
256-
254
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0 0 10 20 40
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0 2 4 8
1 inch = 4 ft.
VERTICAL
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SEE SHEET 10 FOR
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PLAN & PROFILE
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PROP. 14 LF OF
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11+50 0
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PROP. 36 LF OF
WALL G
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PROP. 14 LF OF
(SEE DETAIL 1/D1)
BOULDER TOE WALL
(SEE DETAIL 1/D1)
N/F
WALL F
THOMAS G. HAMM &
PROP. 37 LF OF
ERIN JO ADAIR
BOULDER TOE WALL
REMOVE & REPLACE N/F
D.B. 16105, PG. 603
(SEE DETAIL 1/D1)
ELLEN A. NULTY &
30 SY OF GRAVEL MARK WHALEY MOSLEY
B.M. 1957, PG. 50
DRIVEWAY D.B. 13684, PG. 2545
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B.M. 1957, PG. 50
3611 SWANN ST
j PIN 0795771545
3605 SWANN ST
VEHICULAR GUARD RAIL (TYP)
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10+00 10+50 ELEV. 253.00 11+00
PROP. RIFFLE
GRADE CONTROL SWANN ST STREAM ALIGNMENT PROFILE
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1"=20'
V: 1 "=4'
PROP. RIFFLE
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11+50
266
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264
262
260
258
256
254
252
12+050
All construction to be in accordance with all City of
Raleigh and/or NCDOT standards and specifications.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at (919) 996-2409, and
the Public Utilities Department at (919) 996-4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on fhe Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
from future work in the City of Raleigh.
NOTES:
1. CONTRACTOR TO MAINTAIN INGRESS/EGRESS TO RESIDENCES.
2. TREES AND BUSHES OUTSIDE OF TEMPORARY CONSTRUCTION EASEMENT SHALL NOT BE DISTURBED.
3. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY FROEHLING & ROBERTSON, INC. (F&R), FOR
DEWATERING, PIPE BEDDING AND BACKFILL RECOMMENDATIONS. SOIL TEST BORINGS & ROCK PROBE LOCATIONS SHOWN ON
PLANS ARE APPROXIMATE. SEE F&R PROJECT NO. 66U-0147.
4. THE DESIGN, DETAILS AND SHOP DRAWINGS FOR THE PRECAST THREE SIDED CULVERTS AND FOOTINGS SHALL BE PROVIDED BY
THE PRECAST MANUFACTURER. THE DESIGN CALCULATIONS AND SHOP DRAWINGS ARE SUBJECT TO APPROVAL BY THE
ENGINEER.
5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR PROPOSED STEEL BACKED TIMBER GUARDRAILS THAT USES DETAIL XXXX AND
CUSTOM FOOTING FOR STEEL BACKED TIMBER GUARDRAIL ATTACHMENT FOR THE PROPOSED PRECAST THREE SIDED CULVERTS.
SEE DETAIL XXXX ON SHEET XXXX.
6. SEE EROSION CONTROL SHEETS FOR PLANTING & SEEDING INFORMATION.
7. PRECAST CONCRETE THREE SIDED CULVERTS SHALL HAVE A STRUCTURAL OPENING OF A MINIMUM OF XXX SQUARE FEET AND
XXX SQUARE FEET, RESPECTIVELY, WHEN INVERT AND FOOTINGS ARE CONSTRUCTED ACCORDING TO THE PLANS.
8. IF WATER SERVICE IS IN CONFLICT WITH PROPOSED CATCH BASIN, CONTRACTOR SHALL RELOCATE WATER SERVICE AND METERS.
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 #
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
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. The property owner, design consultants, and contractors
are each responsi le for compliance with all applicable City, State
and Federal laws. The specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal law. All Construction must be in accordance with all Local,
State and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
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(t)919-782-0495
(f)919-782-9672
WWW.WKDICKSON.COM
INC LICENSE NO.F-0374
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VERTICAL
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H: 1 "=20'
V: 1 "=4'
NOTES:
1. IT IS NOTED THAT SEWER LINE IS IN CONFLICT WITH
EXISTING PIPE.
2. WORK FROM 0+72 TO 2+50 SHALL BE CONSIDERED AS A
BID ALTERNATE.
All construction to be in accordance with all City of
Raleigh and/or NCDOT standards and specifications.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at (919) 996-2409, and
the Public Utilities Department at (919) 996-4540 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug have
Permitted Plans on the Jobsite, or any other Violation oV City of
Raleigh Standards will result in a Fine and Possible Exclusion from
from future work in the City of Raleigh.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent
total compliance with all legal requirements for development and
construction. Theproperty owner, design consultants and contractors
are each responsible for compliance with all applicable City, State
and Federal laws. The specific authorization below is not a permit,
nor shall it be construed to permit any violation of City, State or
Federal law. All Construction must be in accordance with all Local,
State and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
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URBAN FORESTRY
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WWW.WKDICKSON.COM
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WKD PROJ. NO.:
20160005.00. RA