20200597 Ver 2_USACE Permit_20220517

Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, May 17, 2022 4:53 PM
To: [e-mail]; David Cooper
Cc: Cohn, Colleen M
Subject: [External] Big Branch Sewer / Raleigh / Wake County / SAW-2019-01842 / NWP 58
Verification
Attachments: SAW-2019-01842-NWP 58 Verification.pdf; NWP58.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Cotton and Mr. Cooper,
Please see the attached nationwide permit verification for the above referenced project. A hard copy will not be mailed.
Please note that the work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
1

Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01842 County: Wake U.S.G.S. Quad: NC -Raleigh West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
City of Raleigh Public Utilities Department
Matthew Cotton, P.E.
1 Exchange Plaza, #620
Raleigh, NC 27601
Size (acres) -36 acres Nearest Town Raleigh
Nearest Waterway Big Branch River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.835519
Longitude: -78.626184
Location description: The project site is linear project located adjacent to Big Branch from south of E. Six Forks Road
extending north to near Cedarwood Drive in Raleigh, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material resulting in no loss
of waters within 197 linear feet of stream channel for installation of rip -rap such that the top of rip -rap matches pre -
construction stream bed elevations and stream bank elevation contours, the temporary discharge of fill material within 254
linear feet of stream channel, the temporary discharge of fill material within 0.115 acres of wetland, and the permanent
discharge of fill material resulting in no loss of waters within 0.004 acre of open water.
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 58. Utility Line Activities for Water and Other Substances
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 2/17/2022, the ensuing administrative record and the enclosed plans. Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Depai tiiient of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact George Lyle Phillips III at [phone] X25or George.L.Phillips@u,usace.army.mil.
e•ciCorps Regulatory Official: yeLA- A� f/l Date: 05/17/2022
Expiration Date of Verification: 3/14/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f7p=136:4:0
Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609

Action ID Number: SAW-2019-01842 County: Wake
Permittee: City of Raleigh Public Utilities Department, Matthew Cotton, P.E.
Project Name: Big Branch Sewer
Date Verification Issued: 05/17/2022
Project Manager: George Lyle Phillips III
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SANITARY
PE
1"
MIT DRAWINGS FO
.>
CITY OF I'; ALEIGH
TIE
BIG BRANCH SANITARY
SEWER IMPROVEMENTS
WAKE COUNTY, NC
CITY OF RALEIGH PROJECT NO. PU94-18
BEGIN PROJECT
WETLAND AND SURFACE WATER IMPACTS PERMIT
RADCLIFF RD
O
0
PERMIT DRAWING
SHEET 1 OF 12
CEDARWOOD DR
P NE
CT4.
END PROJECT
GRAPHIC SCALE
50' 25' 0 50' 100'
11I11�
PLANS
NAD 83
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
Prepared In the Office of:
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
Prepared In the Office of:
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606

PIN 1705933559
\ CCC CALIBRE CHASE LLC
\ DB: 15704 PG: 929
\ BM: 1988 PG: 346
Tik
SEVEN PROPERTIES BDM, LLC JAD PROPERTY, LLC \ \ \
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
WHEN NEW LINE IS COMPLETE. SERVICES WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH ANDg rvcii L_
6. INSTALL WATER TIGHT FRAME' TU COVER WHEN MANHOLE ISESS— -
THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL 5-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL 5-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR FULL WIDTH OF 40' PROPOSED EASEMENT ON THIS SHEET.
220
215
210
205
200
195
190
185
180
CORE DILL E�-. ..,5[�9
FOR NEW SS DIAMETER\
EX. 20' EASE
RIP RAP
INV=199.36'
INSTALL CONSTRUCTION
ENTRANCE OFF PARKING LOT
(SEE DETAIL SW-20.09/ED-1.0)
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
REPLACE IN PLACE EX
SEWER WITH 30" SEW
EX. 30' PERMANENT PROPOSED PERMANENT
EASEMENT EASEMENT LINES SERVES AS_
/-2134_ -- LIMITS OF DISTURBANCE
V, AERIAL CROSSING -
TEMPORARY SILT FENCE, TYP.
(SEE DETAIL SW-20.01/ED-1.0)
BZ 1
PIN 1715033465
350 SIX FORKS LLC
DB: 14194 PG: 2713
BM: PG:
/ 1 PLAN — STA. 10+00 TO 17+00
SCALE: 1" = 40'
INSTALL VIA OPEN -CUT. CLOSE APARTMENT ENTRANCE DURING CONSTRUCTION
IN ROAD. ONCE ENTRANCE IS CLOSED, CONTRACTOR SHALL BEGIN
CONSTRUCTION AND CONTINUE UNTIL ENTRANCE ROAD CROSSING IS COMPLETE
AND TRENCH IS BACKFILLED (OR ROAD PLATES INSTALLED. CONTRACTOR
SHALL PLAN ROAD CROSSING TO MINIMIZE TIME ENTRANCE IS CLOSED.
APARTMENT TRAFFIC SHALL BE DETOURED TO APARTMENT ENTRANCE ON
ANDERSON DRIVE. CONTRACTOR SHALL COORDINATE W/ APARTMENT STAFF TO
NOTIFY RESIDENTS MIN. OF 1 WEEK BEFORE ROAD CROSSING. SEE 1/TD-1.0.
tCRETE
RETAINING
WALL
RE E''HEA
' BOX
Cg BRANCH
GRAPHIC SCALE
40 0 20 40 80
ERTS
V=19 .25'
CON WA K
CUR: AN
FE RCP
rl IN=198.07'
FES 18" RCP
INV. OUT=197.01'
PERMIT DRAWING
SHEET 2 OF 12
NO IMPACTS THIS SHEET
CALIBRE CHASE DR.
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM:1988 PG: 346
160
( IN FEET )
1 inch = 40 ft.
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REPLACE IN PM4CE
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EX. 18"
SEWER (NP)
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1-,A,or
/
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- REPLACE
EX. MANHOLES
254.86'
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DR32.5 PVC ®
0.08%
ALONG
ALIGNMENT, U.N.O.
9+50
10+00
11+00
12+00
13+00
14+00
15+00
16+00
220
215
210
205
200
195
190
17+00
185
180
CONCRETE
—
WALL
EVERTS
IN=191.40'
CONTRACTOR SHALL REMOVE AND STORE
SHRUBS DURING CONSTRUCTION AND REPLACE
ONCE CONSTRUCTION IS COMPLETE. SHRUBS
THAT DO NOT RETAKE AFTER PLANTING SHALL
BE REPLACED BY CONTRACTOR.
Publi
Sewer Collection /Extension System
The Ciy of Raleigh consents to the connection and extension of
the Citys public water system as shown on this plan. The mated°
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
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, Slate
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, Slate or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILRIES
STORMWATER
PLANNING/ZONING
FIRE
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepa.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
PLAN AND PROFILE, STA. 10+00 TO STA. 17+00
PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION
(2-PROFILE — STA. 10+00 TO 17+00
SCALE: 1" = 40'
VERTICAL SCALE 1" = 4'
URBAN FORESTRY
SITE ACCESSIBILITY
PROJECT N0.
RAL1801
SS-1.0

CONTRACTOR SHALL PROVIDE
TEMPORARY FENCING FOR
DOG PARK DURING
CONSTRUCTION ACTIVITIES
TEMPORARY CONSTRUCTIO
EASEMENT
EX. DOG PARK
EQUIPMENT
EX. IRRIGATION
CONTROL VALVE
POWER POLE, CONTRACTOR
SUPPORT OR MOVE TEMPORARILY
DURING CONSTRUCTION (TYP.)
BORE PIT
(10'X30')
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING
CONSTRUCTION. WHEN NEW LINE IS COMPLETE, SERVICES
WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST. RIP RAP
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE `2B9
DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
EMOVE EX. FENCE AS NEEDED STEAM MH
FOR CONSTRUCTION. CONTRACTOR TOP=215.51'
SHALL REINSTALL FENCE AFTER BOTTOM=211.88'
CONSTRUCTION IS COMPLETE.
STEAM VEN
TOP=.2-Y4..4'
BOTJObi=210.43'
STEAM VENT
TOP=214.94'
0M=210.37' STEAM
TOP=215.
BOTTOM=211.
FES
INV. OUT
EX. FENCE
GATE DO
TEMPORARY CONSTRUC'ION
EASE ENT
DUMPSTE
METAL ST
COVERED BY
PIN 1705933559 META
CCC CALIBRE CHASE LLC G
DB:15704 PG: 929 BR
BM: 1988 PG: 346 BRICK
RETAINING FEN
SEWER ABANDONMENT
1. PLUG NORTH INVERT IN OF MANHOLE SMH158291.
2. ABANDON EX. MANHOLE SMH117597 (SEE DETAIL
1/MD-2.0) AND REPAIR PAVEMENT.
3. ABANDON EX. 18" SS FROM SMH158291 TO TOE OF
SLOPE. FILL WITH FLOWABLE FILL.
4. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTR
SEDIMENT TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR
SHALL INSTALL TEMPORARY STREAM CROSSING (SEE
1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.0).
225
130 LF BORE
A 9 J
DRIVE
\\v1ml
1�1 Mom,;i I
t�k' f� �jl E'NCRETE HEADWALL
840014
. 9'89' BOX CULVERT
INV. OUT=
AMP
POST
STUB
ALL
HEADWALL
14'x9' BOX CULVERTS
INV. IN=191.
.40
PROPANE VACUUM /
AIR �.
FOODKSIGNS COMPRE550R
FENCE_ - '' POTENTIALLY /
CONTAMINATED
,,,,SOIL-S` 00UNDARY/ /
_ _ - _
9_ ii0VERT
- INV
PIN 170593, 559
CCC CALIBRE CHASE LLmC'
INSTALL MATTING AND SEED
IMMEDIATELY AFTER INSTALLATION IS
COMPLETE TO PREVENT EROSION.
De: 15704 PG: 929
BM:1988 PG: 3'•
`=00AM 4471.- '" - "'-,n STORM MH
0 TOP=21 5.60' TOP=216.13'
BOTTOM=210.35' 18" RCP INV. OUT=208.34'
18" RCP INV. IN=210.37' PIN 1705944082
CCC ANDERSON FLATS LLC /
BLOCK WALL DB: 17034 PG:1553 /
BM: 2015 PG: 1814 /
TEMPORARY SILT FENC , P. OUTLET
(SEE DETAIL SW-20.2 / D-1.0)
0 08® STATION ,
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u 'E�
PIN 160594WATKINS & �
DB: 12973/�8 �03�ELKMrdENT
BM: 1064.:
EX, 18
SS
CURB I
TOP= 09.61'
24" RCP
IN OUT=205.80'
PIN 1705946355
HERBERT & ELIZABETH STEWART
DB: 15013 PG: 519
BM:1987 PG: 150
PROPOSED PERMANENT A
TEMPORARY EASEMENT SE
ITS OF DISTURBANI
PIN 1705946466
D ROBERT & JANE HUBAND
VES DB: 16878 PG: 566
E. BM: 1987 PG: 150
TRUCTION
5')
CURB INLET
TOP=206.83' ~,
24" RCP INV. IN=202.25' IRRIGATION
24' 8l=i99.37' PIPE
RCP INV. -. LACE IN PLACE
OUT=193.7 ' EX. 18 ER WITH
HEADWALL 8Z? 30" SEWER `•,) OUT=198.49'
i50��RSON R.
PIN 1705947505
ROBERT & ELIZABETH SCOTT
DB: 9307 PG: 981
PROPOSED 40' BM: 1987 PG: 150
PERMANE EASEMENT
FRO CL OF SS)
RDHOUSE
® 9' BOX C
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SEE SEWER ABAK&NMANT>
NOTES 1,2, & 3
4" CPP INV.
PIN 1705948496
SIX FORKS COMMONS OFFICE CONDO
DB: 4043 PG: 386
G BRANCH
40' PERMANENT
EMENT
PLANTER
BASKETBALL
GOAL
PERMIT DRAWING
SHEET 3 OF 12
NO IMPACTS THIS SHEET
/
i // /
/ /
/ / PIN 1705947626
/ JAMES BLACK
/ DB: 14175 PG: 2337
/ / BM: 1987 PG: 15
// / /
TEMPORARY SIL
(SEE DETAIL SW-20.01/ED-
R K�DAM,
l 1 PLAN - STA. 17+00 TO 28+0- e
z
SCALE: 1" = 40'
DETAIL SW -
BIRD FEEDER
m, BIRD BATH
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
Public Sewer Collection /Extension
System
The City of Raleigh consent' to the cone n and extension of
the Ciy's public water system as shown on this plan. Them ,,4
and Construction methods used for this project shall conform ado
the standards and specifications of the Ciy's Public Utilities
Handbook.
City of Raleigh
Public utilities Department Permit A
Authorization to Construct
Date
40 TONS OF CLASS 1 RIP -RAP, 2' DEEP
FOR STREAM STABILIZATION. INSTALL RIP -RAP
CH THAT TOP OF RIP -RAP MATCHES
PRE -CON RUSL CTION STREAM BED ELEVATION
AND STREAM ELEVATIONS CONTOURS.
PIN 170594775
CALVIN MCPHAIL &
HELEN W KIRVEN
DB: 5567 PG: 574
BM: 1987 PG: 150
PLAY EQUIPMENT
WOOD DECK
ROCK PATH
ROCK P
160
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Md. DI (3)
_ A! C4 6CPP 1NV
6"CPP INV. IN=2
ImillikGRAVEL
PIN t5947876
LINDSEY & MA . RAINES
DB:16949 PG:
BM: 1987 PG: 150
CONC DRIVEWAY
GATE
BRICK WALL
STONE STEPS
GATE BRICK WALL
6" CPP
INV. OUT=202.48'
BIRDHOUSE
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ALONG
IG EMNT,IO.9.LES
ALIGNMENT, U.N.O.
RJCA
EXTEND RJ
PIPE PIPE VIA FUSIBLEF
PIPE A MIN. 10
LF OUTSIDE
SIDE
190
? E. 8
30" RJ CARRIER
(SEE DETAIL
PI E VIA
33-22 & 33-23/MD-1.0)
FUSIBLE VC
Arvu ou" rc,l
CARRIER PIPE v.v
PVC (SEE DETAIL
uSIBLE
FUSIBLE
33-22 &
CASING.
g
I
EXTEND
FUSIBLE PVC
A MIN. OF
33-23/MD-1.0)
v
20 LF
BEYOND CONTAMINATED
SOIL
-333.94'
30" C900
DR32.5 FUSIBLE
PVC 0 0.10%
CONTRACTOR
SHALL
INSTALL ANTI -FLOTATION
'^ @
~ s
MEASURES
FOR PIPE NSTALLED WITH LESS
THAN
22
30
4-F I OF COVER APPBUX 415 LF BLI NELN SIA,
22+00 TO 26+15, SEE DETAIL 2/MD-2.0.
CONTRACTOR SHALL
INSTALL ANTI -FLOTATION
MEASURES FOR
PIPE INSTALL
185
U
0. Al
O
o
17+00 18+00 19+00 20+00 21+00 22-00 23+00 24+00 25+00 26+00
(-2-PROFILE - STA. 17+00 TO 28+00
c,x. - A,'RALEIGH
27+00 28+00
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CRY OF
STANDARDS AND SPECIFICATIONS
u
° a 5 3
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Te1919-481-4342
Fax [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
x
w13
O
0
PLAN AND PROFILE, STA. 17+00 TO STA. 28+00
PROJECT N0.
RAL1801
PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION N
•
VERTICAL SCALE: 1" = 4'
SS-1.1

IRON RAIL FENCE 1
PIN 1705949886
- B23 _;r MAGAN
BARNARD, GRAYSON
DB:16901 PG: 2017
2 PG: 354
225
EX. 4" SS
LL GOAL
CONC PAD
SEE SEWER
ABAND.IBJaE T NOTES
PIN 17059499
DAVID ROBERT
BROYLE , TT YOUNG
B: 1746O4Q.
B.9997 PG:136
(50
BRICK
WOOD PICK
GATE
/
ROCK C '..
DETAIL S
I
GRAPHIC SCALE
40 0 20 40 B0
NCE
160
( IN FEET )
1 inch = 40 ft,
TEMPO RY SILT FENCE
OUTLET, P. (SEE DETAIL
SW-20.24 D-1.0)
N 1705959107
JO
DB:1249
BM: 1987 PG:
INSTALL 30" SS
DUNCAN
855
EX. 4" SS
• - �' 1 RIP -RAP, 2' DEEP
FOR S •EAM STABILIZATION. INSTALL RIP -RAP
SUCH T 'IT TOP OF RIP -RAP MATCHES
PRE -CON • UCTION STREAM BED ELEVATION
AND STREA BANK ELEVATIONS CONTOURS.
INSTALL CASII4I
VIA OPEN -CUT
EX. EASEMENT LINES
SERVE AS LIMITS OF
DISTURBANCE, U.N.O.
REPLACE IN PLACE EX. 18"
SEWER WITH 30" SEWER
(TYP.)
'RRB AND GUTTER R
EE DETAIL T-10. TD-1.1
�'UINLET
/ TOP= 207.13'
�f5�1''5 RCP INV. IN=203.63'
/ RCP INV. OUT=203.62'
PIN 1715050456
HARRY DEHART & ELIZABETH DEHART
DB:16952 PG: 2225
BM: 1964 PG: 159
i1
CURB INLET
TOP=207.06'
15" RCP INV. IN=203.63'
15" RCP INV. OUT=203.53'
CONSTRUCTION ENTRAN TYP.
(SEE DETAIL SW-20.09/E -1.0)
PROPOSED 40'
(20' PERMANENT E MEN)Q)
(20' FROM C rIss .i
OSED EASEMFJJT--
S S_6F V&F (S` LIMITS PIN 171505
TURBANCE, U.N.O. ANDREW & .rA TATTERSA
CURB
TOP=
15"
ET
0.13'
CP INV,=205.62'
PIN 1705959751
CITY OF RALEIGH
DB: 8475 PG: 901
BM:1968 PG: 54
\ SEE SEWER
\ ABANDONMENT NOTES
5
LANDSCAPED
AREA
TEMPORAR ILT FEN
(SEE D- AIL SW-2e.1
DB:1.:.9 PG:89
BZ :1999 PG: 60
( PLAN - STA. 28+00 TO STA. 38+00
SCALE: 1" = 40'
TYP.
/ED-1.0)
s
(\
4 NDAETA
TILLO
G:1977
8 PG: 54
CURB IN ✓'
TOP= 3.07'
G
12" #P INV. I
CURB IN C0'
TOP= R
12" ' "+1NV.
INV
GUARDR
AIR b /
/SD-1.0) -/
T=203.11' /
r/40
=203.03'
PERMIT DRAWING
SHEET 4 OF 12
NO IMPACTS THIS SHEET
/
/ C/
04.14'g
s�
NOTES:
1. ALL CON. RUCTION SHALL ADHERE TO CITY OF RALEIGH
SONTTANAC AND SKEEP ALLLQNS.
2. SD' S ACTORS TO KEEP ALL VICES ACTIVE DURING
CAT
COTRUCTION. WHEN NEW LINE COMPLETE, SERVICES WILL
SWITCHED OVER.
3 INSTALL SERVICES TO EXISTING CLEANOUT„, AT EASEMENT.
INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
225
220
21 5
210
220
3 '7
0
to
w
^ o
ccn o
w '�
u
100-YR
FLOOD
o N1
w
No
Z"
716.9'
'� /
\!
v
�..�_
b
PLAIN
ELEVATION
a
�-
ro�
3�^vim
�3
z.�U
oa;
O M w
act'
O_
OM O,
N
aro�
m
z3w
0
e 15
p./.
a'e
M W Q
o,
O Q
., rr
DETAIL
- a
E. ^ o 'i'. �_
- 0 O b]
c ,,, ,,,
K
I+
6,-
0
a O O O M
ao
I-
a00a>.
y
1n �b
0CQ�
M. .
5-24/S-2.0)
uf O,'
'`
•nr')ozir
j,i-
O
n 010 oN
1ro9
u+
0NLm
TN
a-N
00
I+^0
-
.,_
I0-
+���..
C
�
»Q
L''L'o0i
00`)H
m
k
'5� -p
,w
-Sn�
O Z Z o E
17
OZ
Oa
6
1 +^-1u ru ..5ONO
•NZZ o
oIN
zaow
M1Ȣ
t
��¢�zi
nFu�
zmzmz
el0
a'
ri,
I
z3
E H i i
�NEzzz z
205
EX.
SURFACE
"
-
-�
-
GRADE
p
/
--
\--
205
/
/
�_
J
/ / EX.
15" RCP
/-)
STORM
INV
PIPE
203 76
200
__
EX. 15
STPIPE
RCP/
ORM
EX.
12" RCP
/
\ /
/
REPLACE IN PLACE
EX. 18"
/
SllkIT02MPIPgE
,CC
/
V
/
SEWER WITH
30" SEWER (TYP.
iNv. 2V3.3o
//
195
JL.
••,
/
/�I
145R 3n" C9
T/1 r)E�9
_4_=
W��
-
195
'
124.53' 30"
900 DR32.5 PVC
® 0.08%
RF'I
ACF FX MANHOI
FP -
190
185
72.52' 30
C900 DR32.5 PVC
© 0.08%
ALONG
ALIGNMENT, U
N.O.
84.59
30" C900 DR32.5
PVC 0 0.08%
EXTEND
RJ
f
225.55' 30'
C900 DR32.5
'VC ® 0.08%
P+PE
TO MH
190
- 30 LF 42"
STEEL CASING (
IN. WALL
THICKNESS
PIPE VIA FUSIBLE
0.375") AND 30
PVC. EXT
RJ CARRIER
ND RJ PIPE
A MIN. 10
LF OUTSIDE CASI
G.
185
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
2PROFILE - STA. 28+00 TO STA. 38+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
36+00
37+00
38+00
SEWER ABANDONMENT
1. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STREAM CROSSING NOTES:
1. FO ALL STREAM CROSSINGS, CONTRA6TO-R SHALL UTILIZE
DAM AND PUMPING AS NE 9Y TO PREVENT DOWNSTREAM
SEDIM T TRANSPOI. E 3/ED-2.0).
2. WHERE QUIP CROSSING WILL OCCUR CONTRACTOR
SHALL IN ALL TEMPORARY STREAM CROSSING (SEE
1/ED-2.
3. UPON FI
AL COMPLETION OF CONSTRUCTION, CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.)).
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use hove been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered 10 represent total compliance with all legal requirements for
development and construction. The properly owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Low. 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
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
Sewer Collection /Extension System
The City of Raleigh consents 10 the connection and a#ension of
the City's public water system as shown on this plan. The maa
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
Pu
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepasnm
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
SS IMPROVEMENTS
2
1.)
Z
oct
Ic
m
PLAN AND PROFILE, STA. 28+00 TO STA. 38+00
PROJECT N0.
RAL1801
PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION N1
SS-1.2

PIN 1705957637
BETH & BRANDY SCHROEDER 1 S
DB: 14388 PG: 893 FRA
FES 2
INV. OUT=
IN=209
PIN 1705958648
JAMES & DONNA TAYLOR
D8: 3840 PG: 759
BM: 1968 PG: 54
OPOSED PERMANENT EASEM NT
EX. EASEMENT BETWEEN
0 AND SMH154821
TEMPO
(SEE DETAIL SW-2r.
LT FENCE, TYP.
ED-1.0)
EE
24" TREE
PIN 1705959751 32" TREE
GITY OF RALEIGH SEE NOTE 9
3a�8475 PG: 901
• 6968 PG: 54
fN
STREAM CROSSING, NOTES.
1. - FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTREAM
SEDIMENT TRANSPORT (SEE 3/ED-2.0).�
' 2.- WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION. CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.0).
r.RY WOOD
BUILDING
" CPP
8.85'
GATE
PAIR CONC
IVE (SEE
S-2/SD-
BASKETBALL GOAL
ROCK
WOOD FENCE
FIREPLACE
SEE NOTE 12
230
FRENCH DRAIN AND WATERLINE LOCATED ON
PRO RTY WITHIN EAS ENT. _ • • DAMAGE
AND RETURN T. PRE -CONS ' CTION
R PIPE INSTAL ON
•N 1705956838
ANDREW S 0 & CELIA HOLLER
PG: 776 'a B. 17130 PG 89
982 PG: 519 B' 1982 PG: 519
CONDITION A
PIN 1705956811
BEAM
D8: 17239
Bbyy 1
18" CPP INV
GATE
EMPORARY SILT
(SEE DETAI
1705959815
Y & LAURA LON
. 17130 PG: 1879
M: 1968 PG: 54
IRON FENC
RIGATION VALV
SAAMP
N. PERMANENT
ASEMENT
ILT F
SS
UNKNOWN INV.
ENCE OUTLET, TYP,
SW-20.24/ED-1.0)
COMPOST BIN
DECK
WATTLE, TYP. (SEE
SW-20.23/ED
ROCK CHECK DAM,
DETAIL SW-20.
24" CPP INV. I
TOP
INV IN(S)=
INV IN(W)=2
PIN 1705958963
FLINN, DOUGLAS
STUDEBAKER, MANDY L
DB: 14932 PG: 712
ratBM: 2004 PG:
sr
OVE WIRE
NCE
OVEN
IRE
ETAIL RIP RAP
1.0)
TYP. (SEE
/ED-1.0)
=206.40'
P INLET
10.64'
05.45'
6.35'
35' PIN 1705968004
RUNKEN, MICHAEL CHRIS
DB: 12945 PG: 328
BM: :M2l7
24" CPP INVS
OUT=205.02
60
PIN 1705956917 FOR STR
ROBERT & LIZANNE MCDONOUGH
DB: 16357 PG: 1150 PR
BM: 1982 PG: 1135
5 WFR ABANDONMENT
1. REMOVE EX, MANHOLE SMH119890.
2. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG
PIPE END WITH MINIMUM 2' CONCRETE PLUG.
SLZ
D 40'
ASEM
CH
CONSTRU
D STREAM BA
EXISTING RIP -
PIN 1705966035
DENISE & RICHARD FERGUSON
DB: 3077 PG: 338
M: 1982 PG: 11
STREAM 2 1 ACT:
OF CLASS 1 RIP -RAP, 2' 0
STABILIZATION. INSTALL RIP -RA
T TOP OF RIP -RAP MATCHES
•N STREAM BED ELEVATION
ELEVATIONS CONTOURS.
AMY BE UTILIZED.
N WIRE FENCE
REPAIR CONCRETE DRIVE CURB INL
(SEE DETAIL S-2/SD-1.0) TOP=2
18" RCP INV. I
WOVEN WIRE FENCE
ALL CASING
VIA OPEN -CUT
PIN RICH
ELIZABETH & RICHARDRD
••%' _
DB. 148042003 PG 17
I `
Inn- dr-
05966175
RAILING
•� ` 48" CMP INV.
`�
:'$)'
`204a(pt 1705966.
SARAN
4Or 07 PG: 2132
+ HEADWALL
POSSIBLE
JUNCTIO
.c AY
CHESWICKSD IS A DEAD-END - -EET.
CONTRACJOS 9JI L MAINT ACCESS
FOR TF((iU�fC, NOTES 10 &
'/RCP INV. I1,=1
30" RCP INV. IN=2
INSTALL D
10" SS, (5
(:)33-1 1 /MD
S-1.8
48" CMP INV. IN
05.05'
SEE
ON EX.
E DETAIL WOOD PICKET
1.0)NCE
PIN 1705964363
SUMMERFORD, REBECCA�.-
SUMMERFORD, MAR REI) S
D8: 7810 PG: 3 8 l-
GRAPHIC
40 0 20 40
�O+fi
SCALE
80
160
/ I PLAN - STA. 38+00 TO STA. 46+50 gik
SCALE: 1" = 40'
l^>
( IN FEET )
1 inch = 40 ft.
230
225
v3
$::.0
225
ow
Q
^i�D
M ^
c.i :f
co
ad u0i wool
•4
e ''
1..rn-
-co
N
�
o ..0
220
am'
^zz z�
�
220
„
>
w
n
NZ Z Z
r1y
Z
in8
ov0,,
""
'�
?nW
215
��
L
nv 0i
a
0''
Y1
a nO1 Qm
215
VENT ELEV.
o eM Z
100-YR FLOOD
•T
_
.
"
0-
0'�
ce
gLi IY
a o w
216.9'
�/
qqN
^ rn LL
PLAIN ELEVATION
l
e v o o -
i
"in
ri r: °1
r v1 o � rn ^ _
e�"j
�p
aOa oNow
I+^f
a2,-=
ro
id»>�
Ni
r�a6Z
t`!Ow
addszz ;�
210
NMN
o
? of
NN�cc
�F2»a
Nrn
rr??3
NNV1a_L Lei
210
J
v1u1g
3
}}
INSTALL VENT
DETAILS 21/ED
(SEE
2.0),.(7
/
`
FY
sr IRFACF
7
/
�
GRADE
/
_
205
______\(r/ff
205
i
___i
T
/
/
;
;
;
200
/
/
200
/
REP
CE IN PLACEa.
18"
r
/
/
/
i
SE
R WITH 30"ER
(TYP.)
/
/
/
i
/
/
1
1/�.
195
/i
PVC ® 0.08.
241.53'
30" C900 DR32
5 PVC 00.089.
195
157.10'
30" C900 OR
(2.5 PVC ®O.C-%
133.:/
30" C000 DR32.5
�
L
oWA •• ,
-
162.07'
30" C900 nR02T
REPLACE
Ex ueu"O'
ES -
190
ALONG
ALIGNMENT,
J.N.O.
35 LF 42' STEEL
TIIICKNCSS 0.59")
CASING (MIN.
AND 30" RJ
WALL -
CARRIER
190
PIPE VIA FUSIBLE
OR RJ PVC.
EXTEND
RJ PIPE A MIN.
(SEE
10 LF OUTSIDE
DETAIL S-39/S0-3
CASING.
0)
38+00 39+00 40+00 41+00 42+00 43+00 44+00
PROFILE - STA. 38+00 TO STA. 46+50
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
45+00
46+00
46+50
REVISED PERMIT DRAWING
SHEET 5
IMPACTS IN
SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
NOTES'
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3' ABOVE 100-YR FLOOD
ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED.
9. EX. 32" TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY OF RALEIGH PROPERTY SHALL BE REMOVED.
REMOVE STUMP AND FILLED WITH SOIL AND SEED.
10. CONTRACTOR SHALL MAINTAIN A LANE FOR THRU TRAFFIC. REMOVE AND REPLACE ANY DAMAGED CURB
AND DRIVEWAY AS NECESSARY.
11. IF A PORTION OF THE R/W OUTSIDE THE PAVEMENT IS UTILIZED, CONTRACTOR SHALL PLACE LAYER OF
ABC STONE WHERE LANE IS INTENDED TO FACILITATE TRAFFIC.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EX. PATIO STRUCTURE. SAW CUT STONE WALL IF NEEDED.
REMOVE PAVER STONES ASS NEED AND STORE ONSITE. COORDINATE WITH PROPERTY OWNERS IN STORAGE
LOCATION ON THE PROPERTY.
13. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
FROSION CONTROI NOTES;
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED ADJACENT TO BORE PIT. CONTRACTOR
IS RESPONSIBLE FOR PROVIDING ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TO PREVENT ESCAPE OF
SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER THAN 2:1 OR DITCH SLOPES
GREATER THAN 2%, EVEN IF NOT INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-1.3 DISTURBED AREA: 37,009 SO. FT.
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
Cily'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 # 5-4753
Authorization to Construct See diaital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
united review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
HIGHFILL
INFRASTRUCTURE
ENG1VEERII'D, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is aurpassion.
IMPROVEMENTS
BIG BRANCH
PROJECT N0.
RAL1 801
City of Raleigh Development Approval
SS-1.3

PERMIT DRAWING
SHEET 6 OF 12
SHED
REPLACE IN PLACE
EX. 18" SEWER WIT
30" SEWER (TYP
GONG
�}4
235
TEMPORARY IMPACTS
IN SURFACE WATER
IMPACTS IN EX. 30' PERMANENT
SURFACE WATER EASEMENT
210 TONS OF C •C -- •—••• DEEP
FOR STREAM STe: IZATION. INSTALL R P—RAP
SUC AT TOP OF RIP —RAP MATCHES
PRE— STRUCTION STREAM BED ELEVATION
STREAM BANK ELEVATIONS CONTOURS.
CHAIN uIJKCE
EX. 4" SS. {{
EX. 4" SS
CIPP APPROX. 260 LF
OF EX. 18" SS.
SITE
INLET
IA OPEN
INSTALL DROP ON EX.
8" SS, (S:E DETAIL
33-11 MD-1.0)
STEVEN & JENNY BARAN
40
OWNERS ASSOCIATION INC
GRAPHIC SCALE
20 40 80
B1 2
gpORRG� RIVJI
STREAM CROSSING NOT
1. FOR ALL STREAM ' ROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS CESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPO (SEE 3/ED-2.0).
2. WHE QUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
ALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
CIPP 4,11PPROX. 330 LF
OF EX. 1 SS.
BIG BRA
INSTALL
PERMANENT AND TEMPORARY
EASEMENT LINES SERVE AS
LIMITS OF DISTURBANCE
160
( IN FEET )
1 inch = 40 ft.
PERMANENT EASEMENT
(30' FROM CL OF SS)
STEPHENS CENTER INC THE
� +c
TEMPOILT FENCE,
EE DET—20.01/ED—
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
BARRETT SQUARE CONDOMINIUMS
L7L
PLAN — STA. 46+50 TO STA. 57+00 iw
SCALE: 1" = 40'
NOTFS2
1. ALL CONSTRUCTION SHALL ADHERE TO CI OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIV DURING CONSTRUCTION. WHEN NEW LINE
IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACK L.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MA OLE IS LESS THAN 3' ABOVE
100—YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
CIPP APPROX. 245 LF
OF EX. 18" S5.
BZ
.L
Sewer Collection /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 mais
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 M
Authorization to Construct
Date
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review,and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not
a permit, nor shall i1
be construed to permit any violation of City, Stateor Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING 20NING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
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195
—
90.39 30"
C900 CR32.5
PVC ® 0.08%J
114.71
30" C900 DR32.5
PVC O C.08%
68.59' 30" C900
DR32.5 PVC
® 0.08%
55 LF 42" STEEL
0.375") AND 3
CASING (MIN.
" RJ CARRIER P
WALL THICKNESS
PE VIA FUSIBLE
'VC.
195
EXTEND RJ PIP
A MIN. 10 LF
DUTSIDE CASING.
46+50
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
Publ
rf
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
PLAN AND PROFILE, STA. 46+50 TO STA. 57+00
PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION N1
PROFILE — STA. 46+50 TO STA. 57+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
PROJECT N0.
RAL1801
SS-1.4

PERMIT DRAWING
SHEET 7 OF 12
uw
/
'40
235
230
225
220
215
210
205
200
TEMPORARY IMPACTS
IN SURFACE WATER
BARRETT SQUARE CONDOMINIUMS
gZ 2/
CONCRET HEADWALL
10'x9' BOX ULVERTS
INV 209 3
_ASSUMED BURIED
Bti T "AFhLOCATION.a
TEMPORARY SILT FENCE OU YP.
(SEE DETAIL • •-1.0) 4
RIP
2///
SEE SEWER
INVESTIGATION NOTES
ss9
00
-7SIT
SEWER INVESTIGATION NOTES: /
1. AFTER FLOW IS ON NEW EWER ALIGNMENT, CONTRACTOR SHALL CCTV
SEWER BETWEEN EX. M S SMH149072 AND SMH152568 AND LOCATE
BURIED MANHOLE. START CCTV AT SMH149072 AND PROCEED UPSTREAM.
2. SUBMIT CCTV DATA TO OWNER.
3. OWNER WILL DIRECT CONTRACTOR FOR S /ER/ R HABILITATION OF
MANHOLE AND SE R.
ROAD
0
CHAIN LINK FENCE
CHAIN LINK FENCE
TEMPORARY CONSTRUCTION
EASEMENT.
RETAIN EX. MH FOR
EMERGENCY USE
PAD PERMANENT
UNITS F DISE-URB€N /SAS
UNITS OF DISTURBANCE, U.
/ 1 PLAN — STA. 57+00 TO STA. 66+00
SCALE 1" = 40'
//
SEE SEWER
KANE ANDREWS ACQUISITION
TEMPORARY
(SEE DETO
ON
ENT LINES S SERVEI AS
OF DISTURBANCE, U.N.O
WOOD DECK
NOTE 2
SMART DISH
(PEST CONT
METER RACK
SMART DISH (2)
(PEST CONTROL)
METER RACK
SATELLITE DISH
SATELLITE DISH
EX. 10" RCP
SMART DISH
(PEST CONTROL)
PIN 1715170038
AVONDALE RALEIGH, LLC
DB: 157521 PG: 801
BM: 2009 PG: 72
ERANS a0RMER, — „=
CONC WALK
40 0
GRAPHIC SCALE
20 40 80
EX. 30' PERMANENT �
EASEMENT el'
—20.01 /ED-1.0)
SEWER ABANDONMENT
EMOVED EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
WITH MINIMUM 2' CONCRETE PLUG.
2. REMOVED EX. 10" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
WITH MINIMUM 2' CONCRETE PLUG.
3. REMOVE SECTION OF ABANDONED GRAVITY SEWER FROM STREAM. ABANDON
A MINIMUM OF 5' BEYOND TOP OF BANK. PLUG PIPE END WITH MIN. 2'
CONCRETE PLUG
Sewer Collection /Extension System
The City of Raleigh consents to the connection and extension of
the Citys public water system as shown on this plan. The materia
and Construction methods used for this project shall conform to
the standards and specifications of the Cit✓s Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit #
Authorization to Construct
Dote
NOTES:
ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS
THAN 3' ABOVE 100—YR FLOOD ELEVATION, SEE DETAIL
S-27/SD-3.0,
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3` UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
160
( 1N FEET )
1 inch = 40 It
240 240
00—YR FLOOD
PLAIN ELEVATION
VLNI LLLV.
/
DETAIL S-24,
S(S2M1)
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WITH 30"
18"
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---
405
LF BORE ANC
JACK W 42 STEEL
CASINLA$IIItl
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PVC ® 0.58%
_
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& 33E2'3IEN46-RYC
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ALONG
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-
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57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
65+00
235 235
230
230
P
Iic
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
a 30
O w U
Fes» > 5
N�zzz
100—Y FI00
D
PLAIN ELEVA-ION
225 225
Q
ro
03
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240
235
230
220 220
215 215
66+00
77,
210 210
205
Ip;
5
205
225
220
215
210
205
200 200
200
-0+50
0+00
1+00
1+50
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepalnm
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
PLAN AND PROFILE, STA. 57+00 TO STA. 66+00
PRELIMINARY NESION NOT RELEASED FOR CONSTRUCTION
PROFILE — STA. 57+00 TO STA. 66+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
PROFILE — STA. 00+00 TO STA. 01 +17
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
PROJECT N0.
RAL18o1
SS-1.5

EROSION CONTROL NOTES.
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK
DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL).tATTIN6- BE FURNISHED FOR SLOPES - -
THAN 2:1 H SLOPES GREAT - rT INDICATED
LANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-1.6 DISTURBED AREA: 33,330 SO. FT.
NOTFS;
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN
3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
240
SITE 5
DB: 16847
BM: 1998 PG:
WET
PIN 1715082374
KANE ANDREWS ACQUISITION, LLC
DB: 17117 PG: 623
STRFAM CROSSING NOTFS.
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/E0-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
RIP RAP
*ANTI -SEEP COLLARS, TYP.
EE DETAIL 3/MD-2.0)
Ak
STREAM 5 IMPACT:
118 TONS OF C
FOR STREAM STABI
eP 0
EX. 16" SS
= _
WETLAND 1 IMPACT
PIN 1715082374
KANE ANDREWS ACQUISITION, LLC
DB: 17117 PG: 623
1 RIP -RAP, 2' DEE
IZATION. INSTAL
RIP -RAP
1 PLAN - STA. 66+00 TO STA. 74+19
SCALE: 1" - 40'
D
40
INV
CONSTRUCTIO
DETAIL S
PERMIT/RECORD
OX LOCATION
CURB INLET
TOP=229.66'
.UT=225.59'
METAL
FENCE
CE EE
GRAPHIC SCALE
20 40 80
T FENCE/TREE PROTECTIO
TPP-08/ED-2.0)
160
( IN FEET )
1 inch = 40 IL
240
235
235
00-YR FLOOD
- w
PLAIN ELEVATION
3 p
^ N 6
6S
-t
8
N
b e
23D
M
230
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/
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220
7
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/
215
RFPLAr-E
IN PLACE FX
18"
/
/
215
dSEWER
WITH 30" SEWER
/
ANTISEEP COLLAR
/
6
(Tr.
/
/ - ANTS
EEP COLLAR
STA. 69+86
/
/
ANTISEEP COLLAR
/
91 A.
68+7/
_
210
STA. 68+34
/
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/
J
225.32
30 C900
)R.5275- P7C-0
'
-
205
PVC
0.94%
J
COLLAR
EEP C
205
795.78'
30" C900
,,
UR32.'
STA.
STA.
71
249.17' 30"
C900 DR32.5 PVC
0 0.94%
$3,42'
30" C900
DR32.5 PVC 0
3.36%-
200
REPLACE
EX. MANHOLES
-
200
ALONG
ALIGNMENT, U.N.O
66+00
67+00
68+00
69+00
70+00
71+00
72+00
73+00
74+00
74+50
REVISED PERMIT
DRAWING SHEET 8
TEMPORARY IMPACTS
IN SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMPORARY WETLAND
IMPACT
715087833
PROPERTIES LLC
DB: 13214 PG: 507
MB: 1993 PG: 573
CONCRETE HEAD
14'4' BOX C '0ERTS
INV=
1. ANE ANDREWS ACQU ITION, LCC PROPERTY CONTAINS TREE
NSERVATION AREAS (TCA).
2. LIMITS OF DISTURBANCE ADJACENT TO TREE CONSERVATION
AREAS SHALL HAVE TREE PROTECTION FENCE OR COMBINATION
SILT FENCE/TREE PROTECTION FENCE.
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# S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
5
5
5
8
0
rc
0
A
HIGHFILL
INFRASTRUCTURE
ENG1VEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service /s our passion.
IMPROVEMENTS
BIG BRANCH
Lu
W
PLAN AND PROFILE, STA. 66+00 TO STA. 74+19
PROFILE - STA. 66+00 TO STA. 74+19
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval
PROJECT N0.
RAL1 801
SS-1.6

NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. CONTRACTOR TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE
NEW SEWER LINE SIZE.
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE
CONNECTOR.
8. MODIFY EX. MH TROUGH FOR NEW SEWER LINE SIZE.
9. INSTALL WATER TIGHT FRAME AND COVER WHERE INDICATED, SEE
DETAIL S-27/SD-3.0.
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
0
NOW OR FORMERLY 60
BENJAMIN E GOLDSTEIN 9�R
DEED BOOK: 17070 PAGE: 23161
PLAT BOOK 1964 PAGE 165
(6820 GREYSTONE DR)
5
\
O\ls \� \
�Py00 / \
INSTALL AERIAL (IROSNG, S
DETAILS 5 10, �S 1 5-12\
S-13,, S-1 d>, ANQ S-18
\ T\
245
240
235
230
225
220
215
210
PIN: 17150 7237
JASON A BRAY
DB: 16143 PG: 978
PB: 2011 PG: 224
\ �I
BIG BRANCH 4/
/
I
EASEMENT F
TO OUTFALL
\
PIN: 1715096069 \ \
THE HTL REVOCABLE TRUST t
DB: 16851 PG: 370
ks MB. 1994 PG. 164
72 TONS OF CLASS 2 RIP -RAP, 2' DEEP
FOR STREAM STABILIZATION. INSTALL RIP -RA
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
PROPOSED PERMANENT
EASEMENT BOUNDARY -"SERVES
AS LIMITS OF 1J18'URBANCE
/ - t
98
RALEIGH CITY 0 __
DB: 8476 PG: 1471 30" TREE
PB: 1966 PG: 24
PROPOSED 30'
EASEMENT
248-_/
24" TREE
EMO EXISTING R.
TRIAL CROSSING \
EX. SHE
ERMANEN
40" TR
j.f_% 1 fe;yi
EX. 10" SS
CONSTRUCTION ENTRAN0CE�(SEE
DETAIL S`K-20.02/ED-1.0)
FEMPORAR`F T FENCE, 04
(SEE DETAIL SW- 0.01/ED- .0)
PERMANENT EASEMENT 30'
OFFSET FROM PROPERTY LINE
TEMPORARY SILT FENCE OUTLET, TYP
(SEE DETAIL SW-20.24/ED-1.0.
/ i 1 PLAN — STA. 10+00 TO 12+97
SCALE: 1" = 40'
6'
PIN 1715087833
CMLK PROPERTIE
DB: 13214 PG:507
MB: 1993/PG: 573
GRAPHIC SCALE
40 0 20 40 80
s4'
I
4'
160
( IN FEET )
1 i0 ch = 40 It.
Q
3 p
.i
O
rn
"�
100-YR FLOOD
o
N z "c/
-
c
1
2Oa
gl
PLAIN ELEVAI ION
z In 4'
r4"
r�0
O�
�O
P.
o�
N
°
OO't-1
ao �� •
•;
EX. SMH132827
- 4' DIA.—
'?
o
�N
`.1 i
4
MmoN
p
N N i
N N
STA.
10+00.00
RIM•22810
so
�'/'z
In
+
gL
I
.. O
N^
-N z_z'~
INV. IN: 22140
18" (N)
640>
>
.dam»
6 w
INV. IN: 220
4015" (NE)
hi
.'
3
EX. GRADE
I',JN�z
z z 3
INV UT. RA
WATERTIGHT FRAME
18" ER
& COVER
r
V-
IL
SEE
NOTES 6, 7, 8,8
TYPICAL
PIPE
FOR NEW
INTO PFMTI&XS
SS
\
MANHOLES
*I1II
0�
30.22' 15" SDR26
PVC ® 0.66%
266.58'
15" SDR26 PVC
0 0.26%
WALL
40 LF 21"
THICKNESS
STEEL CAGING
0.375") AND
(MIN.
15" RJ
CARRIER
RJ PIPE
PIPE VIA FUSIBLO
A MIN. 10 LF OJT
PVC. EXTEND
-SIDE CASINO.
PIERS (S:E
CONTRACTOR SHALL
USE CONCRETE
S 14).
DETAIL
VERIFY
2,000 PSF
SOIL BEARING CAPACITY AT
PIER LOJAI
IONS AND SUE'MII IQ OWNER.
9+00
10+00
11+00
12+00
(-2--PROFILE — STA. 10+00 TO 12+97
13+00
14+00
245
240
235
230
225
220
15+00
215
210
PERMIT DRAWING
SHEET 9 OF 12
TEMPORARY IMPACTS
IN SURFACE WATER
IMPACTS IN
SURFACE WATER
Public
Sewer Collection /Extension System
The City of Raleigh consents to the connection and extension of
the City's public water system as shown an this plan. The materia
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
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
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
each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Te1919-481-4342
Fax [phone]
www.hiepc.anm
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
PROJECT N0.
RAL1801
PRELIMINARY DESIGN NOT RELEASED FOR CONSTRUCTION
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SS-1.7

NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. CONTRACTOR TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE
NEW SEWER LINE SIZE.
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE
CONNECTOR.
8. MODIFY EX. MANHOLE TROUGH FOR NEW SEWER LINE SIZE.
9. INSTALL WATER TIGHT FRAME AND COVER, SEE DETAIL 5-27/SD-3.0.
10. INSTALL VENT PIPE, SEE DETAIL 5-24/SD-2.0.
STREAM RANK NOTES:
1. CONTRACTOR INSTALL CLASS 2 RIP —RAP LAYER W/ GEOTEXTILE ALONG
STREAM BANK THAT EXTENDS 20—FT DOWNSTREAM AND 30—FT
UPSTREAM OF SMH119723. LAYER OF RIP —RAP SHALL BE 2.5' THICK.
2. CONTRACTOR SHALL "LAYBACK" STREAM BANK FROM TOE OF THE BANK
AT A 2H:1V SLOPE.
3. RIP —RAP SHALL BE IMPEDED INTO THE SLOPE.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
TE6 ORARYx S
r (SEE .3SETAIL
DWALL
LVERTS
EVERTS
238.7'
ENCE, TYP.
ED-1.0)
5' �/TEMPORARY S
(SEE DETAIL
o / \
2
ti
v / °+
270
EX. 8"
WATERLINE
100—YR FLOOD
ELEVATION
CONSTRUCTION ENTRANCE (5F8—DETAIL
20.09/ED-1.0)
PIN 1716019626
LARRY & SUSAN YARGER
DB. 2633 PG. 717
PG: 98
REPLACE IN •' 'CE I 1
15" SEWER WI 18" E
EPDXY —LINED S ' ER / I\
2 5 \
a
3P'
4 P M'N
EAS µ T
FENCE OUTLET, TYP. ,e
20.24/ED-1.0)
130 TONS OF CLASS 2---RIFF—...,RAP, 2' DEEP
STREAM STABILIZATION. INStAt_
THAT TOP OF RIP —RAP MATCHES
PRE—CONSTR e. STREAM BED ELEVATION
AND STREAM BANK +IONS CONTOURS.
T
82 TONS OF CLASS 2 RI —RAP,
2' DEEP AT TOE. GR E BANK
ram' AND SLOPE F STABLE
—RAP TO •- OTECT MH.
EX. STREAM
PROPOSED 4
PERMANENT EASEM EN�
40' yERMANENT
EASEMENT pOUNDARY
ERVES AS LIMITS 0
VDISTRUBANiE\ U.N.
i F I rrL1
m4STALL L Ab6NG /
1A OPE —CUT
L �a .3
EX. 8" SS
rTh PLAN — STA. 10+00 TO 15+ 13
SCALE: 1" = 40'
NSTALL DROP ON
(SEE DETAIL 33
P
2-55,
L/MD-1.07'
PIN: 1716019867
STOPHER & PAIGE KERAVUORI
DB: 14735 PG: 523
MB: 1970 PG: 83
18987
URIE PARKER
33 PG: 432
1970 PG: 83
w= ?
5" SS 4.
0'
SITE \8 ,
GRAPHIC SCALE
40 0 20 40 80
\ 4
.0
_ _ _
�.Y
PIN 1716028170
MELVIN & DIXIE KENNEDY
DB: 5417 PG: 859
MB: 1970 PG: 83
160
( IN FEET )
1 inch = 40 It.
270
265
265
Y
w
0
260
o
--
260
. '
a
¢
E
w
"90
in "9
✓J a2 M
It
7,
O
U
3 v�
mac,
+O N
a,
_ w 6-
In N
255
NON..
F-
z—
C),
o'r
_ a�w
O
-I:::::
Na
oo `o.
255
250
245
NZ
Zio
S�
mQ
o2 no area
DJ W N L
,_ •a=
G�S
1n 1rz
�g y tt N
100—YR FLOOD
=1-ro
N N - c9
o
r0'1
+a?NN oF'
M O
PLAIN ELEVATION
,-Nzp
\
�,zz ZOw�»�>
250
EX.
GRADE
zz z;
APPROXIMATE
LOCATION
j
OF EX.
3 WATERLINE
i
245
235
i
V
/
SEE NOTES
6, 7, & 8
240
235
I. r1L�voW
o5 PIPE
L E ■•)
RLPLA,L
IN PLALt
50"1 - WuTtS2
LX. 15
EiEr
_—�
I
1.67�
��„
9004arszi240
4.=MMIWM.5/—
i
AIIN.
'D7.88'
4" C900
R• Jii
�bb'��
� � —
CASING (MIN. WALL
40 LF 30" STEEL
L RFPI ACE MANHOLE
THICKNESS
0.375") AND 18"
RJ
RJR
PIPE 6008 LD 131
LIFIIP,&UAS HJ.CAHI
9+50
10+00
11+00
12+00 OUTSIDE CASING.
13+00
14+00
15+00
15+50
PERMIT DRAWING
SHEET 10 OF 12
TEMPORARY IMPACTS
IN SURFACE WATER
IMPACTS IN
SURFACE WATER
Public
Sewer Collection /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 Cily's Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit #
Authorization to Construct
Date
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
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 each responsible for compliance with all applicable City, State
and 0040,0l laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNINGZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepalnm
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
COMPTON ROAD SEWER
PRELIMINARY RESIGN NOT RELEASED FOR CONSTRUCTION
PROFILE — STA. 10+00 TO 15+13
SCALE: 1" = 40'
VERTICAL SCALE: 1" — 4'
PROJECT N0.
RAL1801
SS-2.0

PERMIT DRAWING
SHEET 1
PIN 1716153711CARRIE
REPLACE EX. 8" SEWER MICHEAP & CARRIE L. FLOOD
DB: 16785 PG: 88
WITH 10" CL 250 DIP W/
PROTECTO 401 LINING BM: 1963 PG: 93
li
90% DESIGN
REVISION
130 T•. OF CLASS 2 R•-RAP, 2 :, P r Jr�\ \
J,/
TEMPORARY IMPACTS EX. WALKING PATH. INSTALL APPROX. 700 LF FO: - REAM STABILIZATION. INS 'rL RIP -RA • Js\ a \
Mr
GRAVEL WALKING PATH AFTER COMPLETING SUCH THAT TOP OF RIP -RAP MATCHES �� 18
IN SURFACE WATER PIN 1716055861 PRE -CONSTRUCTION STREAM B • ELEVATION
CEDAR HILL CONDOMINIUM SEWER CONSTRUCTION. INSTALL FR M
OD LINE, TYP. DB: 3193 PG: 269 ASPHALT PATH (APPROX. STA 2 75) TO
IMPACTS IN 23 TONS OF CLASS 1 RIP -RAP, 2' DEEP, APPROX. STA. 9+50. SEE DETAIL 4 MD-2.0.
AND STREAM BANK ELEVATION: CON�p -� V' 1h
` , . >o ,o'`
J /
SITEt
BM: 1983 PG: 1079
SURFACE WATER W/FILTER FABRIC FOR STREAM
Se
P OPOSED 30' /�
PERMANENT EASEMENT ----- - �'� !�
S31, STABILIZATION. INSTALL RIP -RAP SUCH
THAT TOP OF RIP
-i rr -L_ .pD
WOOD LINE, TYP. I �(15. FROM CL OF SS) •" "w ,.
!
i
///��
-RAP MATCHES
IMPACTS IN PRE -CONSTRUCTION STREAM BED ELEVATION
SURFACE WATER AND STREAM BANK ELEVATIONS CONTOURS.
REMOVE EX. 4'x16' FOOT BRIDGE. INSTALL
PRE-ENGINEERED MIN. 4'x16' FOOT BRIDGE
W/RAILING. PROVIDE FOUNDATIONS TO
EX. ME PERMANENT
EASEMENT BOUNDARY
SERVES AS LIMITS OF
✓ j�l;Hy%!r y\ �"c
/�
G �r/<+00, Or� 3tiv''+!
I / P
n
o
0
0
(POND)
Ul �� �� TEMPORARY SILT FENCE
/ S'\ ;rp �t OUTLET, TYP. (SEE DETAIL
�� �, 'i SW-20.24 ED-1.0
Y � `Art �b r,,` EX. 30' PERMANENT / )
44 <,f, EASEMENT
�I% (4 ►- !Iry s
r
SUPPORT AND ANCHOR FOOT BRIDGE.
c
SITE lU
<�s�e,
DISTURBANCE, U.N.O
WOOD LINE,
iy,�� ",
REMOVE EX. CONCRETE PAD y
I \fib \�' INSTALL CASING
P. TEMPORARY SILT FENCE, M. VIA OPEN -CUT
.R �,�,
TYP. (SEE DETAIL LAKE�� ry`
_ - 9 arE .w o ` ' EASEMENT PERMANENT
•/I
aKE
_
I►•� s f\\\� o � REPIN 1171615356915
t y // \ �� AL SR
D ED SON MORR
jpws
FDBM:91963PPG:293
55-\` �`
�` ::::
•'g
F � T I
R
& DOR THY LAK MOR IS
��
317 270
•._
0_,
�•`\`� J79���:�� .ury sr
V / .,4_: ,,..,a,..__,_.... as �srtr. ziC,
�\
ps$►`
ow.
�s I
!�
y <.
�r'` IAA ,
32e-
EX. BUILDING
At
NOTES: -�
1. ALL ONSTRUCTION SHALL ADHERE TO t ITT OF RALEIGH STANDARDS ,7• (��`� \
AND AL ORSATION � \ \
�R !
2. CONT CTORS TO K EP ALL SERVICES A TIVE DURING CONSTRUCTION. ram, ��1� �'r �� 9-
WHEN EW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER. - A_,
3. INSTA SERVICES TO EXISTING CLFANOUT AT EASEMENT. `
4. ALL NEW CLEANOUT IF ONE DOES NOT EXIST. 6 +s _
5. SEE DET IL S-5/SD-1.0 FOR TRENCH AND BACKFILL. \ EX. 4GPr
_
ELECTRIC ��• • �}'
TRAN • •
/ EX BUILDING
i / REPLACE IN PLACE s
GHT EX. 8" SEWER WITH AND PATIO 1st
�•J
POLE, TYP. 10" SEWER s
w WATTLE, lYP (SEE DETAIL TEMPOR•" CO -. ION • �y
x. SW-20.23/ED-1.0) ENTRANCE (SEE DET' j�
TREE, TYP'
STREAM CROSS - • ES: SW-2. •• -•-1.0)
\ \
•
PIN 1716 53335
"� MIL BROOK VILL S HOA INC
pB: 15887 : 1473
• ABM: 2008 P : 309
6. CONTRAC R TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE CONCRETE STEPS \ J',p POLE, TYP. 1. F•: STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
� \ PIN 1716055861LS91ASPHALT `
NEW SEW LINE SIZE. PIN 1716055861 AND LANDING PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT CEDAR HILL CONDI MINIUMS
7. CONNECT WER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE CEDAR HILL CONDOMINIUM \ TRANSPORT (SEE 3/ED-2.0). DB: 3193 PG: 269 PARKING LOT TRAIL PINES
CONNECTOR DB: 3193 PG: 269 \ \ 2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL BM: 1983 PG: 1079 CT. (PRIVATE)
8. MODIFY EX. H TROUGH FOR NEW SEWER LINE SIZE. BM: 1983 PG: 1079 INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0). WATTLE INLET PROTE• ON
9. INSTALL WAT TIGHT FRAME AND COVER WHERE INDICATED, SEE \ 3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL (SEE DETAIL SW-20 • 1.0)
DETAIL S-27 D-3.0. \ \ INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0. GRAPHIC SCALE
40 40160
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
( 1 PLAN - STA. 00+00 TO 1 1 +18
SCALE: 1" = 40_LT,
-
6,�3�
325 W
_LT,
( IN FEET )
UU 1, 1 inch = 40 ft.
LT."' Ix
v �8 3�8 3 z m ... .r
z
nW
mm oQ
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w
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-
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EX. GRADE
v�iN�?
?
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100-YR FLOOD
z �
PLAIN ELEVATION
F
cm�z
> >
z a
,�
z
315
>
315
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
919-882-9762
www.hiepawm
Firm License No. C-2586
FE------
------
:1611Fax
Po
SEE NOTES
6, 7, & 8
FOR ALL NEW
SS PIPE
APPROX.
LOCATION OF
AND
COVER.
310
IN10 LX. NHS
(TYP.)
15" RQ8"SWORMSTIIlf�18.
/�
310
Engineering is our profession.
Service is our passion.
PIPE.
315.i0 10"" SJR26
PVC @ 0.387,
233.06
10 SDR26 PVC
@ 0.39%
BIG BRANCH SS IMPROVEMENTS
CITY OF RALEIGH
RALEIGH, NC
TALL PINES COURT SEWER
-
17.2117.21
z
-
-
_
10" S•R26
PVC @ 0
387
-_
d
s�
re
305
--
o
o
>0
305
a
O
K Q
N Z U
NOTE: ALL CONSTRUCTION
SHALL A
HERE TO
O1 m
co w o
. _ o `8
ID ID W
CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS
m+cow
.. o
15.
O pMiZ
O�
O
m t. LIR N'
m
goo
CONCURRENT
REVIEW
APPROVAL
78.79'
10" SDR26
PVC @ 6.09%
= Z>
Q p
O+ON
O m N 2
N U
300
CRY OF RALEIGH
- PLANS AUTHORIZED
FOR CONSTRUCTION
v✓✓'
? 3
8_-,,,,,,
..
0
Z z
PI for the
I L..........:thoriz
tut
\
�QE
w
>>Q
lice . This
applicable codes. This
limited review, and authorisation
limited evi
ited
general compliance
for construction
wll.
is not to
�j E z Z z 3
be considered to rppresent
total compliance
with all legal requi
ements far
40.06' 10" SDR26
PVC @ 8.99%
VENT ELEV.
295
contractors are each
responsible for compliance
with all applicab
a City, State
I
235.8'
295
and Federal laws. This
specific authorization
below is not a perm
t, nor shall it
be co,n.roed TO
Construction must be
permi.wry violudon orC9,sra.o
in accordance with a
u, Federm
I Local, State, and Federal
Low.AH
Rules and
Public.
INSTALL VENT
Regulations.
Sewer Collection /Extension System
REMOVE FX MH
CONS INSTAI I
MH PRFEAST TOP
SI AB W/
(SEE DETAIL
1 RAN)PUR IAI TUN YR
u m btllc,
The City Raleigh to the
WATERTIGHT
COVER.
INSTALL VENT T
3' ABOVE 100-YR
FLOOD
_ 24/$D-2.0)
290
PUBLIC UTILITIES
of consents connection and extension of
the City's water system as shown on this The malarial
ELEV.
(SEE DETAIL 2-24/5D-2.0)
290
STORIAWATER
public plan.
and Construction methods used for this project shall conform to
the standards and specifications of the City's Public Utilities
Handbook.
#7.
0' 10" SDR26
_
PVC @ •'.
PtANNING20NING
PATCH EXISTING
INVERT AND CORE
FIRE
City of Raleigh
Public Utilities Deportment mentPermit #
-----
35
URBAN FORESTRY
zSrr
Authorization to Construct
�596' in" ri,n
DIP ® 1 iRV,
SITE ACCESSIBILITY
Date
CORE HOLE AT NEW INVERT
280
AND MODIFY
TROUGHTION FOR NEW INVERT.
280
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
PROFILE - STA. 00+00 TO 11 +18
PROJECT N0.
RAu801
SCALE 1" = 40'
VERTICAL SCALE: 1" = 4'
SS-3.0
z
0
03
03
2
0
c0
0
03
M9
Q
03
00
0
z
z
00
03
00
53
00

REVISED WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW Pond
impacts
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
0+50 1+25 3)
Rcplacc & Removed this impact
0.03 0.00
0.032 0.00
33 0
34 0
- (SS1.3
cxisting ccwcr, riprap strcim stabilization erosion control
2
44+50 - 45+00 (SS1.3 2)
Replace existing sewer, temporary erosion control
0.011
21
3
48+20 - 49+00 (SS1.4 2)
Replace existing sewer, riprap stream stabilization & erosion control
0.038
0.026
40
30
4
62+25 - 63+05 (SS1.5 2)
Sewer abandonment, temporary erosion control
0.059
83
5
68+35 - 72+00 (SS1.6 2)
Replace existing sewer, riprap stream stabilization & erosion control
0.115 0.115
0.005
0.011
17
30
6
10+40 - 10+75 (SS1.7 2)
Replace existing aerial sewer crossing, bank stabilization & erosion control
0.013
0.017
22
30
7
12+00 - 12+90 (SS2.0 2)
Replace existing sewer, riprap stream stabilization & erosion control
0.035
0.034
42
30
8
15+00 - 15+20 (SS2.0 2)
Manhole protection, bank stabilization & erosion control
0.004
0.026
45
same If
9
10+75 - 11+10 (SS3.0 2)
Replace existing sewer, riprap stream stabilization & erosion control
0.023
0.021
31
30
10
3+75 - 4+05 (SS3.0 2)
Replace foot bridge, riprap pond fill for stabilization
0.004
TOTALS*:
0.000
0.000
0.000
0 445 0.115
0.000
0.004
04=1-48 0.118
043-7 0.205
230 197
288 254
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb I
CITY OF RALEIGH
1/14/2022
WAKE COUNTY
BIG BRANCH SEWER IMPROVEMENTS
SHEET 12 OF 12