20201765 Ver 1_Meeting Request Review_20201117

ID#* 20201765
Version* 1
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 11/17/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Deborah Shirley
[e-mail]
Carolina Pines
Shail Investors and Developers LLC (Attn: Manoj Jain)
Wake
Street Address
114 Tealight Lane
Address Line 2
aty
Cary
Rbstal / Zip Code
27513
Is this a transportation project?* r Yes r No
State / Frovince / Region
NC
Country
USA
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
The Carolina Pines project is a proposed multi -family residential
development located at 2640 cherry circle & 511 carolina pines ave in
Raleigh, NC. This project is located in the neuse river basin and is
approximately 15.61 acres. There are proposed impacts to riparian buffers
and perennial streams.

Please give a couple of dates you are available for a meeting.
11 /18/2020
11 /19/2020
11 /20/2020
11 /23/2020
11 /24/2020
Please attach the documentation you would like to have the meeting about.
cpines-reduced.pdf 1.22MB
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 11/17/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

UTILITY NOTES
THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.
1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE -CAST
4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR
8. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION
10. AS -BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM
CONCRETE STRUCTURES.
INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72 HOURS
AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING
LOCAL JURISDICTION OR ENGINEER THE CONTRACTOR SHALL PROVIDE
PRIOR TO BEGINNING WORK.
7. ALL EXISTING SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE
AS -BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD /
2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON
CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES
PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR
UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OR
5. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE
SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY
ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE
SHOWING ALL UTILITY INSTALLATION. HORIZONTAL AND VERTICAL
OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY
PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL
OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS
REPORTED TO THE ENGINEER.
INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORM INCLUDING
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF
APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE
OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON
ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.
ALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING
RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC
STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE
9. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED
CONNECTION POINT.
CONTROL DURING ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.
EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL
PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES, CURB AND
SUB -SURFACE CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY
GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE
6. THE CONTRACTOR SHALL NOT RE -USE ANY FIRE HYDRANT REMOVED AS
EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS
AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH
PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVED OR
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
(ASPHALT / CONCRETE) CONDUIT SHALL BE INSTALLED FOR THE "FUTURE"
RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING
DISCREPANCIES OR CONFLICTS
UTILITY INSTALLATION
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............................ . / •" "" / � REV DESRIPTION DATE
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS ALITHORiZED FOR CONSTRUCTION
N/F Plans for the proposed use have keen reuiewed for general compliance with
WEST PARKLAND L I N C PARTNERS I / /' / z I a ppli cable codes_ This limited review, and authorization far construction is not to
/ / / / \ O be considered to represent total compliance with all legal requirements for
D.B. 5002, PAGE 709 I // // N/F O r— development and construction. The property owner, design consultants, and
PIN # 17 0 2.10 — 2 6 —10 8 5 / / WEST PARKLAND L I N C PARTNERS / -)3 z contractors are each responsible for compliance with all applicable City, State and
\ / / D.B. 5002, PAGE 709 / / v \ rQ O 2 _ Federal laws. This specific authorization below is not a permit, nor shall it be
Q y construed to permit any violation of -City, State or Federal Law, All Construction
\ / / PIN # 1702.10— 2 6 — 336 2 ,� .� � '� �� ---I� ­4 I must be in accordance with all Local, State, and Federal flulesand Regulations.
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UTILITY NOTES
1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE -CAST 4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR
CONCRETE STRUCTURES. INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72 HOURS
PRIOR TO BEGINNING WORK.
2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF
UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OR 5. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE
OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE
ALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC
CONNECTION POINT. CONTROL DURING ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE 6. THE CONTRACTOR SHALL NOT RE -USE ANY FIRE HYDRANT REMOVED AS
AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVED OR
TRANSITION BETWEEN DISCIPLINES. RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING
EEL STREET
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INV: 261.87'
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THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.
8. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION 10. AS -BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM
AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING LOCAL JURISDICTION OR ENGINEER THE CONTRACTOR SHALL PROVIDE
ALL EXISTING SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE AS -BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD /
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR
SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE SHOWING ALL UTILITY INSTALLATION. HORIZONTAL AND VERTICAL
OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS REPORTED TO THE ENGINEER. INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORM INCLUDING 6/
OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.
STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE 9. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED 40
EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES, CURB AND
SUB -SURFACE CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS
EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY (ASPHALT / CONCRETE) CONDUIT SHALL BE INSTALLED FOR THE "FUTURE"
DISCREPANCIES OR CONFLICTS. UTILITY INSTALLATION.
o GRANITE STREET
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MQRe`F STREET
N/F /
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SITE
\ \ B.M. 1956, PAGE 61 PIN# 1702.10-36-5974
ED HYDRANT TYP \ \ / \ PIN# 1702.10-36-4913 /
6" TEE AND 6" VALVE T \ \` RAYMOND LEE AVERY JR.
DIP HYDRANT LEG `' �` D.B. 4078, PAGE 631 / VICINITY MAP N.T.S.
� �.. � \ B.M. 6 61
PIN1702.10 PAGE
36 3950 \ I
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D.BB:M126�56, PAGE AGE26 SURVEY DISCLAIMER
PIN# 1702.10-36-6s
\.......... N/F I /
SURVEY INFORMATION PREPARED BY L.
2 CITY RA IGH APPROV JULIE WENTA
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\ EAT D ENCLOSUR ) B.M. 1956, PAGE 61 2019. CAWTHORNE, MOSS, & PANCIERA, PC,
PIN# 1702.10-36-2867 / 333 S. WHITE STREET, WAKE FOREST, NC 27588
CHERRY CIRCLE
\ 8" CITY OF RALEIGH APPROVED ; l 50 PUBLIC R/�V W
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6" DIP HYDRANT LE-' # 70 36 56 O GREASE INTERCEPTOR
B.M.195 PAGE 61 �
r; STRUC - 3 ",%'` 8" CITY OF RALEIGH APPROVED 300' HYDRANT COVERAGE CIRCLE
RPDA BACKFLOW PREVENTER IN
/ \ \ 1-7` — PROPOSED HYDRANT (T ,,,- HEATED ENCLOSUR TYP LIMITS OF DISTURBANCE
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6"DIP HYDRANT LEG I N/F AND RIGIAT—OF—WAY
t' TRUSTEE OF THE CHERRY 2607 TRUST
WITH HA s" C.O. 6„ s s' Ss CITY ED D.B. 16338, PAGE 986
METER AND METERB X Y DIMENSIONS
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T P
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8" CITY OF RALEIGH APPROVED I
s 2" CITY OF RALEIGH APPROVE J -
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RPDA BACKFLOW PREVENTER IN 6 :� METER AND METERBOX (TYP)PI 170210 36 5401
HEATED ENCLOSURE(TYP)
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CONCURRENT REVIEW APPROVAL
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o I z------- !��o 0(0 NO00;)0 I PIN# 1702,10-36-5313
p �o Z rA ' O - - - 1^: 14 O) O Z Z N 0-) � D Z �. O O applicable codes. This limited review, and authorliation for -construction Is not to
2� p rn I Z Q1 D p r I �10' DRAINAGE C O+ \ I O- �� O O tJ1 A be considered t represent total compliance with all legal requirements for
_rnZ � U) ° �o v oc= EASEMENT I
0, Z I o (D � ➢ = I z M. 1968 PG. 31 N/F 1- RA E a) C) 0 n c,•I y I owe m development and construction. The property rnrmer, design consultants, and
\ rJ �'/� N OF) O r- Z J m !Tr r I O r, I r rn � ;U I contractors are each responsible for compliance with all applicable City, state and
o 3 W' o cD rn o rn Z I c� LEWIS H DOWNEY \ I I,, I I r� —I 1 y
tS 2 T -0 -n N J r Z rl I: _
J CP —k O r^ C, w Federal laws. This specific authorization below is not a permit, nor shall it be
�Cs'`s G 0+_10 �cA- o� 0LO(D ��v, N/F & ANNE S. DOWNEY _�7 Wo�„� tWcoa, �,,o� p
O O N o o' p Z I N rn o r- o 0, rn � O Z OLA B. COLEMAN D.B. 12119, PAGE 2553 n U' o L„I o t„I I o ➢ construed to permit any violation of city, State or Federal law, All Construction
\ y� 1 0➢c� rn- N o
�O G� �, m(n O' 0 I �+ n r D. B. 3422, PAGE 2 PIN # 1702.10- 36-1340 \I ' C� z I must be in accordance withall Local, State, and Federal Rules and Regulations.
N rnG>� 1 p� O 0O I I r.
-� I o r B.M. 1968, PAGE 31
,��r�m 1 mCr)0) NVG� p 1 °vm� / DRAWN BY DJM
J O I O N N j O I �m m Z PIN# 1702.10-36-0208 N/F 8"X6" TEE AND 6" VALVE TO I TRANSPORTATION FIELD SERVICES
Cr)0, oo w N I 1 �" N ➢ o I BENNIE L. DAVIS s 6" DIP HYDRANT LEG CHECKED BY HWD
'`' � rn c9 w Z C & BOBBIE J. DAVIS P013LIC UTILITIES
I SCALE: 1" = 30
n CP O � N .A (I1
Cr) 6, N O D.B. 4566, PAGE 658
I I I I I ROPOSED HYDRANT (TYP)
B.M. 1968, PAGE 31
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\ I I 0 SITE ACCESSIBILITY Cm6n0l

UTILITY NOTES
THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.
1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE —CAST
4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR
8. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION
CONCRETE STRUCTURES.
INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72 HOURS
AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING
PRIOR TO BEGINNING WORK.
7. ALL EXISTING SUB —SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE
2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON
CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES
UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OR
5. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE
SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY
ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE
OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY
PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL
OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS
REPORTED TO THE ENGINEER.
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF
APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE
OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON
ALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING
RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC
STANDARD ASSUMPTIONS. THE CONTRACTOR SHALL FIELD VERIFY THE
9. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED
CONNECTION POINT.
CONTROL DURING ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.
EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL
PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES, CURB AND
SUB —SURFACE CONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY
GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE
6. THE CONTRACTOR SHALL NOT RE —USE ANY FIRE HYDRANT REMOVED AS
EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS
AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH
PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVED OR
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
(ASPHALT / CONCRETE) CONDUIT SHALL BE INSTALLED FOR THE "FUTURE"
TRANSITION BETWEEN DISCIPLINES.
RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING
DISCREPANCIES OR CONFLICTS.
UTILITY INSTALLATION.
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B.M. 201 1378
MARBLE STREET '
50' FH
PUBLIC R In/
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10. AS —BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM
LOCAL JURISDICTION OR ENGINEER THE CONTRACTOR SHALL PROVIDE
AS —BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD /
PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR
SHOWING ALL UTILITY INSTALLATION. HORIZONTAL AND VERTICAL
INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORM INCLUDING
ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.
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N/F
EARL R. DAVIS
D.B. 8238, PAGE 687
B.M. 1988, PAGE 257
PIN # 1702.10— 37— 7132
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PP
/INV:261.60'
\ I N/F /
LEWIS DOWNEY
/ T PRIVATE \ �-- D.B. 9272, PAGE 1111
��B.M. 1956, PAGE 61 / /
V:262.57' / ::�`` ,/ I SEMENT \
N/F WASHINGTON E. POUT
PIN# 1702.10-36-4995
Q 01 / ` 1 P GE 526 \\ � JUAN PABLO CONSTANZA I D.B. 16172, PAGE 1192
D.B. 13694, PAGE 342 / B.M. 1956, PAGE 61
' ' B.M. 1956 PAGE 61
\ PIN# 1702.10-36-5974
NNECTION �� / , \ '
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\ RAYMOND LEE AVERY JR. /
�Q IN .265.59' D.B. 4078, PAGE 631
B.M. 1956 PAGE 61
\� PIN# 1702.10-36-3950
PP N/F
SANTOS ELIAS CONSTANZA
/ �� .. •..�. �� \� `1..,�..\ 9 / D.B. 12656, PAGE 2695
B.M. 1956, PAGE 61
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PECAN ROAD
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SITE
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VICINITY MAP N.T.S.
SURVEY DISCLAIMER
SURVEY INFORMATION PREPARED BY L.
JORDAN PARKER (PLS L-4665) ON FEBRUARY X,
2019. CAWTHORNE, MOSS, & PANCIERA, PC,
333 S. WHITE STREET, WAKE FOREST, INC 27588
D R Y E i *w *wk4w �wkaw,
McGLAMERY
ENGINEERING, PLLC
NC FIRM LICENSE #P-1305
ISSUED FOR
REVIEW
NOT FOR
CONSTRUCTION
SYMBOL
DESCRIPTION
�T
W
EXISTING WATER LINE
1
a
W
PROPOSED WATER LINE
SS
EXISTING SANITARY SEWER LINE
SS
PROPOSED SANITARY SEWER LINE
Xf
PROPOSED FIRE HYDRANT
®
PROPOSED WATER VALVE
O
EXISTING SANITARY SEWER MANHOLE
E
O
PROPOSED SANITARY SEWER MANHOLE
60
PROPOSED CLEANOUT
PROPOSED FDC
FO
PROPOSED BACKFLOW METER
PIV
•
PROPOSED POST INDICATOR VALVE (PIV)
000
GREASE INTERCEPTOR
300' HYDRANT COVERAGE CIRCLE
LIMITS OF DISTURBANCE
NOTE. REFER TO
TRANSPORTATION
PLAN C-2.1 FOR
EXISTING STREET
AND RIGHT-OF-WAY
DIMENSIONS
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ISSUED FOR
REV I DESRIPTION I DATE
A ISSUED FOR REVIEW 08.11.2020
\ 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
aes t" id2ma'd tb eq tprmt%nt t6tal t6n5olianeea With all IgAl requireme n" for
development and carstrudion, The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specffic auOcwixadon below is not a permit, nor shall It be
construed to perrnft any violation of Clty, State or Federal Law. All Construction
must be in accordance with all local, State, and Federal Rules and Regulations.
DRAWN BY DJM
TRANSPORTATION FIELD SERVICES
CHECKED BY HWD
PUBLIC UTILITI E5
SCALE: 1" = 30
S'CORMWATER
0 15 30 60
PLANNINGJZOf1ING
UTILITY PLAN NORTH
FIRE
URBAN FORE57RY
SITE ACCESSIBILITY
Cm6n02
UTILITY