20200597 Ver 2_Buffer Permit Drawings_20220217

SANITARY
BUFFER PERMIT DRAWINGS FOR THE
CITY OF RALEIGH
BIG BRANCH SANITARY
SEWER IMPROVEMENTS
WAKE COUNTY, NC
CITY OF RALEIGH PROJECT NO. PU94-18
BEGIN PROJECT
BUFFER IMPACTS PERMIT
0
0
0
BUFFER DRAWING
SHEET 1 OF 13
CEDARWOOD DR
END PROJECT
GRAPHIC SCALES
50' 25' 0 50' 100'
�Itii�T�
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:
hb
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606

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 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-1.0 DISTURBED AREA: 37,240 SO. FT.
BUFFER DRAWING
SHEET 2 OF 13
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
PIN 1715023641
SEVEN PROPERTIES BDM, LLC JAD PROPERTY, LLC
DB: 16656 PG: 1849
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
NOTES
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTR
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES N
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 FULL WIDTH OF 40' PROPOSED EASEMENT ON THIS SHEET.
220
EX. 20'
RIP RAP
INV=199.36
EX. PARKING LOT
INSTALL CONSTRUCTION
ENTRANCE OFF PARKING LOT
(SEE DETAIL SW-20.09/ED-1.0)
EX. BUILDING
EX. EASEMENT LINESCURB AND GUTTER REPAIR,
SEE DETAIL T-10.26.1/TD-1.0
PERMIT/RECORD BOX LOCATION
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
AREA BETWEEN PARKING LOT
ND EX. SMH170086 CAN BE
SED AS STAGING AREA
TEMPORARY SILT FENCE
TYP. (SEE DETAIL TPP-
AERIAL CROSSING
REE PROTECTION,
/ED-2.0)
NT
TEMPORARY SILT FENCE, TYP.
(SEE DETAIL SW-20.01/ED-1.0) PIN 1715033465
BZ 350 SIX FORKS LLC
14194 PG: 2713
BM: PG: 1475
1 PLAN - STA. 12+77 TO 17+00
SCALE: 1" = 40'
EX. BUILDING
REPLACE IN PLACE EX. 18"
SEWER WITH 30" SEWER (TYP.)
CONNECT TO EX. MANHOLE
STABILIZE
z
O
INSTALL VIA OPEN -CUT. CLOSE APARTMENT ENTRANCE DURINGiCONSTRUCTION
IN ROAD. ONCE ENTRANCE IS CLOSED. CONTRACTQ)t SHALL BEGIN
CONSTRUCTION AND CONTINUE UNTIL ENTRANCE ROAD CROSS'S IS COMPLETE
AND TRENCH IS BACKFILLED (OR ROAD PLATES INSTALL01. CONTRACTOR pi
SHALL PLAN ROAD CROSSING TO MINIMIZE TIME ENTRANOFoAS CL0SE4C
APARTMENT TRAFFIC SHALL BE DETOURED TO APARTMENT RANCE 088;
ANDERSON DRIVE. CONTRACTOR SHALL COORDINATE W/ APARTEIE STAFF HIM:
NOTIFY RESIDENTS MIN. OF 1 WEEK BEFORE ROAD CROSSING,. SE); l/TD-1.0.
1-06/ED-1.0)
EC MATTING (SEE DETAIL 31-46/ED-1.0)
STABILIZE WIWIN 7 DAYS.
N i
CONCRETE
RETAINING
WALL
220
215
215
VENT
ELEV.
217.3'
K
W
210
Z Z
U
210
P1
INSTALL
VENT (SEE
"1 - 0
3
100-YR
FLOOD
uuniL o-14/ou-z.u)
0 0 0
PLAIN
ELEVATION
Mori
m of -
=
205
Na'
O
205
d
r
...
-\
200
200
EX
SURFACE
./
GRADE
/
�
195
-
195
ALIGNMENT
FROM FX SMH170086
TO SMH 7
HAS
BEEN INSTALLED,
NOT INCLUDED
IN CONTRACT
/
REPLACE IN PLACE
SEWER WITH 30"
EX. 18"
SEWER (TYP.)
/
190
/
190
254.
3' 30" C900 C1R32.5
PVC 0 0108%
224.48'
30" C900 DR32.5
fVC ®0.083
I
185
22.41' 30" C900 DR32.5
'VC 030.089"
REPLACE
EX. MANHOLES
254.86'
30" C90C
DR32.5 PVC 0
0.08%-
185
ALONG ALIGNMENT.
U.N.O.
180
180
TEMPORAR
N
DUMPSI
BRE CHq 170593355
LLEOVERED METAL
RA.
704 Pr, 929 METAL p,
988 346WgrGAS S.
CC BRICK Wq1
141y1A�ENDB.-
F NCE
ASPHA D' E REPAIR
(SE •ETAIL S-3/SD-1.0)
8rA./ 11r11�y�"1 '.
F RCP
IN=198.07'
FES 18" RCP
INV. OUT=197.01'
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
+
i- 9-al:MALL
14 x 4 LVERTS
INV. FOF
IN1
• 19
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.
GRAPHIC SCALE
40 0 20 40 80
160
( IN FEET )
1 inch = 40 fL
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 Cit's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See dieitel signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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:
City of Raleigh Development Approval
0
5
REVISED PER REGUTATO
0
rc
A
HIGHFILL
INFRASTRUCTURE
ENGNEERIIC, 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.
Services our passion.
IMPROVEMENTS
Cn
BIG BRANCH
Lu
w
PLAN AND PROFILE, STA. 12+77 TO STA. 17+00
9+50 10+00 11+00 12+00 13+00 14+00
PROFILE - STA. 12+77 TO 17+00
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
15+00
16+00
17+00
PROJECT N0.
RAL1 801
SS-1.0

CONTRACTOR SHALL PEE
TEMPORARY FENCING FOR
DOG PARK DURING
CONSTRUCTION ACTIVITIE
TEMPORARY CONSTRUCTIO
EASEMEN
EX. DOG PARK
EQUIPMENT
EX. IRRIGATION
CONTROL VALVE
I*J w' MOVE E%. FENCE AS NEEDED STEAM MH
fV�»` �, OR CONSTRUCTION. CONTRACTOR TOP=215.51'
, 'f���tvy NSTR CREINSTALL
TION IS COMPLETEERh. BOTTOM=211.88'
t�. �:`� .a STEAM V. rn
O? �\ TOP=. .94' "z
�. fi,
7I%
\fi b!• 111 /w
POWERM, CONT-,.+;+- E,�O"
SUPPORTRT OR MOVE TERILY
DURING CONSTRUCTION (TYP.)
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- I.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE RIP RAP
DETAIL S-27/SD-3.0.
INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
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 �y.,�
SLOPE. FILL WITH FLOWABLE FILL. Tir---
4. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION. //
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG. 7
BORE AND JACK CASING NOTES.
1. FILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE
WITH FLOWABLE FILL. FLOWABLE FILL SHALL BE INSTALLED
IN MAXIMUM 18" LIFTS AS MEASURED FROM INVERT OF
CARRIER PIPE. ALLOW A MINIMUM 8 HOURS OF CURE TIME
PER LIFT.
2. CONTRACTOR SHALL FILL ENTIRE CARRIER PIPE WITH
WATER TO PREVENT FLOTATION DURING FLOWABLE FILL
INSTALLATION.
225
of
TEMPORARY SILT FENCE/TREE PROTECTION.
TYP. (SEE DETAIL TPP-08/ED-2.0)
130
TEAM VENT
:P=214.94'
M=210.37' STEAM
TOP=215.
BOTTOM=211.
FES 1
INV. OUT
METAL STUB
oT COVERED BY RAMP
1T'I yLs PO.T
BRICK WALL
BRICK FENCE
RETAINING FENCE -.
LF BORE AND
UNDER DR
�m >
IliTre NCIPB`NEADWALL
9'5r9' BOX CULVERT
INV. OUT=191.53'
HEADWALL
14'x9' BOX CULVERTS
EC MATTING (SEE DETAIL
31-6/ED-1.0). STABILIZE
WITHIN 7 DAYS.
STORM M"
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
;b0 0 00r�0.�00 (SEE DETAIL SW-20.2
0pp0?c, Do STATION
R
.00 0.`0
__0OQA
pp
0 0- •
0 o AV�L
p • °` PI 190594
p/ACUUM WATKINS &
IL/ DB: 12973
D SIGNS FU'• BM: 4
MPRESSOR PUMPS
TIALLY CONTAMINATED SOILS
BOUNDARY. CONTRACTOR SHALL
TEST SOIL FOR PETROLEUM
NTAMINANTS. TAKE 2 T
SMH4 AND
C CALIBRE CHASE LL
DB: 15704 PG: 929
BM: 1988 PG: 346
0
.000
BUFFER DRAWING
SHEET 3 OF 13
kANIV
4 �0
h PIN 1705946355
HERBERT & ELIZABETH STEWAR
DB: 15013 PG: 519
TION ENTRAN• r!. AIL SW-20.BM: 1987 PG: 150
0-1.0)
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
3
PIN 1705946466
BERT & JANE HUBAND
DB: 16878 PG: 566
BM: 1987 PG: 150
TEMPORARY CONS . ,CTION
EASEMENT (15'1,6;
WOOD
DECK
EROSION CONTROL
S FOR BORE AND
SPOIL AREA.
CURB INLET
99.3T 24" RCP INV. IN=202.25' IRRIGATION
��� i' �� • 2 9� IPE
� RCP INV. PLACEP
IN PLACE
OUT=193.7 ' EX. wER WITH
CON HEADWALL BZ 2 30" SEW ') OUT=198.49'
BOX CULVERTS BRANCH
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 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-1.1 DISTURBED AREA: 36,725 SQ. FT.
PIN 1705947505
ROBERT & ELIZABETH SCOTTS
DB: 9307 PG: 981
BM: 1987 PG: 150
P+ ED 40' PERMANENT
ENT (20' FROM CL OF SS)
BIRDHOUSE PLANTER
K WALL
FIRE BASKETBALL
PIT
-T.
00
0
OSiit SEWER ABANDONMENT
NOTES 1,2, & 3
0
PIN 1705948496
SIX FORKS COMMONS OFFICE CONDO
D8: 4043 PG: 386
4" CPP INV.
40' PERMANENT
EASEMENT
BZ 2�
PLAN STA. 17+00 TO 28+00
SCALE: 1" = 40'
TEMPORARY SIL
(SEE DETAIL SW-20.01/ED
BENCH
BIRD FEEDER
BIRD BATH
GRAPHIC SCALE
40 0 20 40 B0
( IN FEE? )
1 Inch = 40 IL
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 cunforrn 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
40 TONS OF CLASS 1 RIP -RAP, 2' DEEP
FOR DITCH STABILIZATION. INSTALL RIP -RAP
H THAT TOP OF RIP -RAP MATCHES
UCTION DITCH BED ELEVATION
5 CONTOURS.
PIN 1705947757
CALVIN MCPHAIL &
HELEN W KIRVEN
DB: 5567 PG: 574
BM: 1987 PG: 150
ROCK P
160
PIN 1705947876
LINDSEY & MATTHEW RAINES
D8: 16949 PG: 1980
BM: 1987 PG: 150
CONC DRIVEWAY
BRICK WALL
DI (3)
TOP=203.66'
6" CPP INV. IN=2r .
GRAVEL
6" CPP
INV. OUT=202.48
BIRDHOUSE
225
220
>
J
�'
z
O
to
220
0
v o
M
8
N�
M
O¢
Q
ce
LA
215
?,3:.�
100-YR
¢tp
FLOOD ��
o
VENT ELEV.
O
rn
mM M
PLAIN ELEVATION
n
haw
y to m^=
^,
4
217.3
..,'-'vo
^ y
W
¢ o¢
M
I
I ..�
m
2 GC
I
Z
O- Mw
M V
215
1-
e3 tL'
o m rn m s L-
2
N - W
Al -
U
d
w>
A.
.9
to o i0 ¢
Z
hrnomcn
F
to
tom__3
>-
e3 �0
,,i
+oi°'r
210
f
t1
+n.
na0 ..
'wzz0w
uj
Zzo,U
rN5p:
0
Z
SQi» >'
Z
N�
M'O, m
T
N-- O W
cnJ
v0 0 0 Z
O
?'Z.3• •71
on ro 7�
twit tn�>
>22>3
a - -
210
_
INSTALL VENT
(SEE
-r y "t '4
n in on m rn - r
_
DETAIL S-24 / SD
-2.0)r.
¢
�o
+e ,=0
205
Z
- /,
1.11
0---,
a%N
o m�
O, O+ �
nAN<c O W
6-
f
,,
OI pp, �
� � � 0
: ›. > Q
n 0ce z z z 3
.
NR,iZ Z 00z
I
J.
205
5.1zzz
zg
7
i
E%. SURFACE
/
\
200
1
GRAD,
L
/
j
SEWER
II
INE WITHIN 6iONTAMINATED
__
SC1JL
/
/
/
/
111L
BOUNDARY
APPROXIMATELY
FROM STA
17+08
/
200
TO 21+38
EX.
18" RCP STORM
PIPE
/
/
EX. 6" S-ORM
PIPE
INV.
202.1D
EX. 24" RCP
STORM PIPE
/
I
/
/
/
A'
INV. 202.33
195
EX. 10" SS Plf
INV. 201.77
E
INV. 203.f5
/
EX. 4" STORM
PIPE)
/
/
✓
193FUS.48'
INV. 199.17
7
EL,
FUSIBLE
®0.10%
LE PVC 0.1
%
n
_
Y-
9
+
-
/
�� i♦
•
-**��•
/
/
1
195
172 77 30" G900
DR32.5 PV:
00.08%
:
B
190
°
\
iMe•M•••t
A
237.68'
30'. C900 D
R32.5 PVC 0 0
08%
J
"LACE EX. '8"
BORE AND JACK
W/42" STEEL
125
LF BORE ANQ
JACK W/42" STEEL
J
25 LF 42"
THICKNESS
,. ,.�
STEEL CASING
0.50")r AND 30"
r, ��, OJ
(MIN. WALL
RJ CARRIER
WC. CASIND
9E^LACE w
SEWER WITH
L-
130 LF
30" SEWER (TYP.)
190
CASING
MIN. WALL THICKNESS
RJ PIPE
0.625")
CASING
(MIN. WALL THICKNESS
"
0.625")
AND
'VC
ALONG
ALONG
ALIGNMENT,
IGNEX. ENT, IC.N.
U.N.O.
RJ PIPE A
MIN. 10 LF
AND 30" CARRIER
PVC (SEE NAIL 33-22. 33-23/MD-1.0)
VIAO-1.FUSIBLE
3
RJ CARRIER t-22
(SFF DFTAII .i.3-22
yin FMSi6LE
.33-2.3/MD-
D)
TOUTSIDE
(SEE DETAIL 5-39/SD-3.0)
D-3.0)
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
IF OONTAMINATED SOI_S ARE PRESENT
- 333.94' 30" C900
DR32.5 FUSIBLE
PVC 0 0.1
)%
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:
City of Raleigh Development Approval
EXTEND DR32.5 FUSIBLE PVC A MIN.
OF 20
185
IP LF BEYOND CONTAMATION.
- 414 3162
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
p
PROFILE - STA. 17+00 TO 28+00 NOTE: ALL CONSTRUCTION SHALL ADHERE TO
SCALE: 1" = 40' CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
VERTICAL SCALE: 1" = 4'
moon
IMMO
N
HIGHFILL
INFRASTRUCTURE
ENG/JEERINS, 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 our passion.
IMPROVEMENTS
Cn
BIG BRANCH
PROJECT N0.
RAL1 801
SS-1.1

BUFFER DRAWING
SHEET 4 OF 13
MITIGABLE IMPACTS ZONE 1
1
ALLOWABLE IMPACTS ZONE 2
-° xkill 4j� 6
+Z ! � S+Steyiy'F it d1_.t -p.
immic
1111111111111,11
� - \ �.
i_
Ilor
\9k
PIN 1705958008
CAROLINE PLUMMER
DB: 16078 PG: 2399
BM: 1987 PG: 150
BRICK 'tut
WOOD PICK
PIN 1705949886
g A e:l
B ARD,
DB: 16901 PG: 2017
_.21.ABi9202 PG: 354
MAGAN
171505
RAL- GH CITY 0
DB: 2x'2 PG: 301
M: 19 PG: 12
`5 ECCTMRa/Wi
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 MATTING SHALL BE FURNISHED FOR SLOPES GREATER
THAN 2:1 0R DITCH SLOPES GREATER THAN 2%, EVEN IF NOT INDICATED
ON PLANS. SEE 31-06/ED-1.0 & 1/EO-4.0.
4. SHEET SS-1.2 DISTURBED AREA: 40.088 SO. FT.
GRAPHIC SCALE
a0 0 20 40 80
160
( IN FEET )
1 Inch = 40 fL
225
RY SILT FENCE
P. (SEE DETAIL
D-1.0)
PIN 1705959107
JOSEPH DUNCAN
DB: 12491 PG: 855
BM: 1987 PG: 150
INSTALL 30" SS
x\
ITE 6
4" SS
SITE 7
NS OF CLASS 1 RIP -RAP, 2' DEEP
H STABILIZATION. INSTALL RIP -RAP
T TOP OF RIP -RAP MATCHES
RUCTION DITCH BED ELEVATION
EVATIONS CONTOURS.
REPLACE lit PLACE EX. 18"
SEWER WITH 30" SEWER
(TYP.)
POSED 40' PERMANENT
MENT (20' FROM CL OF SS)
PIN 1715050456
DEHART & ELIZABETH DEHAR
DB: 16952 PG: 2225
BM: 1964 PG: 159
CURB INLET
TOP=210.13'
15" RCP INV.
DDT=20
1705959751
CITY OF RALEIGH
DB: 8475 PG: 901 St„
BM: 1968 PG: 54
SEE NOTE 9
CONTRACTOR
STAGING AREA
CURB AND GUTTER
SEE DETAIL T-10.
CURB INLET FILTE
SEE DET
CK, TYP.,
1-15A/ED-2.0
CURB INLET
TOP=207.13'
15" RCP INV. IN=203.63'
15" RCP INV. OUT=203.62'
CURB INLET
TOP=207.06'
15" RCP INV. IN=203.63'
15" RCP INV. OUT=203.53'
•
CONCRETE WASHOUT, SEE
DETAIL SW-20.25/ED-1.0
-1.0)
PIN 1715052514
AMANDA TATTE
DB: 1 ... SEIZPG:
BM: 1999 PG: 603
(T PLAN - STA. 28 :: • ST4. 8 00
E: 1" • 40'
s.
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
c LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
S-27/SD-3.0.
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. 30" TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY
OF RALEIGH PROPERTY SHALL BE REMOVED. REMOVE STUMP
AND FILL WITH SOIL AND SEED.
10. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
EW SS
SHEET SS-1.8
225
220
220
215
210
205
200
195
i
ce
M w
M 4 0 M
¢O 4 om as
u ern 0
V1-cornrnm�=
W
2
i0
NN z O W
NOZ ZZ Ow N44
K��j
ram > > >
�gzzz z�
0
vErT EL€v. /
216 0'�
INSTALL VENT (SEE
DETAIL 5-74/SD-7 0)
Q
eOn
M V N E
2 P. W N
n
5
8PN�
00 ¢
O b N
Ni 10 r O1
100-YR FLOOD
PLAIN
ELEVATION
ut
o41
M 5
a ui E
rn
MOZ 0~
-emu
ti 5 > >
Z Z;
hM t000rn
O0oO"i
0 N F U
O Z Z Z
N�zzzz;
EX.
GR
SURFACE
DE
r/
7
EX. 15" RCP
sitrcm PIPE
INV. 203.76
i
/
/
a
145.83' 30" C900 DR32.5 PVC 0 0.08%
/
/
REPLACE IN
SEWER WITH
PLACE EX. 18"
30" SEWER (TYP.
i
/
EX. 15 RCP
STAR PIPE
INV. lil3.35
EX. 12" RCP
STORM PIPE
204 19
306 92' 30" CS
00 DR32.5 PVC
0 0.08%
L 223.23' 3 " C900 DR32.5
rvc IQ 0.08%
215
210
205
200
195
190
185
72.52' 30' C900 DR32.5 P
IC 0 0.08%
124.53' 30"
C900 DR32.5 PVC ® 0.08%
RF
ALO
of AU FX
NG ALIGNME U
IFS-
N.O.
84.59' 30" C900 DR32.5 PVC ® 0.08%
-225.55' 30 C900 DR32.5 PVC 0 0.08%
- 30 LF 42"
THICKNESS
PE V'"
PIPE A MIN
STEEL CASING (
0.50") AND 30"
MIN. WALL
RJ CARRIER
JS,PLE DR PJ PVC. EXTEND Rd
CASING.
. 10 LF OUTSIDE
190
SFWFR ABANDONMENT
1. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STRFAM 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).
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
(SEE DETAI
_ 5-39/5D-3.0)
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
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 1
the document has not been modified and the digital signature below is valid:
s
5
5
REVISED PER REGUTATO
0
0
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING, 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 pass/on.
IMPROVEMENTS
U)
BIG BRANCH
PLAN AND PROFILE, STA. 28+00 TO STA. 38+00
PROJECT N0.
RAL1 801
PROFILE - STA. 28+00 TO STA. 38+00
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval
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-2 .
LT FENCE, TYP.
ED-1.0)
EE
24" TREE
• PIN 170 '59751 32" TREE
iitITY OF EIGH SEE NOTE 9
41968 PG: .4
GATE
PAIR CONC
IVE (SEE
S-2/SD-
BASKETBALL GOAL
ROCK
WOOD FENCE
FIREPLACE
SEE NOTE 12
EO IPMEN SSIN WILL OCCUR CON OR OR L
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).
230
FRENCH DRAIN AND WATERLINE LOCATED ON
PRORTY 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
DB: 17239
M.. 1
P 0
18" CPP INV
GATE
EMPORARY SILT
(SEE DETAI
1705959815
Y & LAURA LON
. 17130 PG: 1879
M: 1968 PG: 54
IRON FENC
RIGATION VALV
SiiikAMP
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
Wit
BM: 2004 PG:
sr
60
PIN 1705956917 FOR STR
ROBERT & LIZANNE MCDONOUGH
DB: 16357 PG: 1150 PR
BM: 1982 PG: 1135
ETAIL RIP RAP
1.0)
TYP. (SEE
/ED-1.0)
=206.40'
P INLET
10.64'
05.45'
6.35'
G WFR ABANDONMENT
1. REMOVE EX, MANHOLE SMH119890.
2. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG
PIPE END WITH MINIMUM 2' CONCRETE PLUG.
35' PIN 1705968004
RUNKEN, MICHAEL CHRIS
DB: 12945 PG: 328
BM: • :M2O
24" CPP INV.
OUT=205.02'
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 & RICHARD
&41pI
DB: 14804 PG: 17'
BM: 2003
`��\ •, F,ZF't�� X. BUILD! G 101I
*PO 1411P.-
S-1.8
CHESWICI€De IS A DEAD-END - -EET.
CONTRACTOR 9JI L MAINT ACCESS
FOR TII U?r* C, NOTES 10 &
RCP INV. I1,1=1
30" RCP INV. IN=2
SEE
ON EX.
E DETAIL WOOD PICKET
1.0) ENCE
PIN 1705964363
SUMMERFORD, REBECCATE
SUMMERFORD, MAR RE 71 S
DB: 7810 PG: 3 8 l-
BARAN
Wo 0• 07 PG: 2132
HEADWALL
48" CMP INV. IN-"05.05'
40
GRAPHIC
20 40
SCALE
80
160
/ I PLAN - STA. 38+00 TO STA. 46+50 gik
SCALE: 1" = 40' o w
( IN FEET )
1 inch = 40 ft.
230
225
225
4
M^�
3
.
of au0i
woi�
1..rn-N
..0
220
am'
^zz
z�
�
220
re
o
1
„
>
1
L..-'
Nr1y Z Z
Z Z
in 8
o v 0
,..
""
'�
? n W
""QM
215
��
.6
nv µi
a
0''
rn
a , Ri
215
VENT ELEV.
o eM Z
100-YR FLOOD
•T
_
'
"
0-
0, '.
ce
gL
a o w
216.9'
�/
qqN
^ rn LL
PLAIN ELEVATION
l
e v rn o -
i
-n
ri r: °1
r v1 o � rn ^ _
7. e�"j
�p
aOa oNow
I,+„^^
a�,-=
o
id»>�
Ni
r1a�Z
r`!-Ow
adds 2
210
v1nN
F
Ntn¢cc
�Fz»a
rnrnolce.
210
J
vrutg
3
INSTALL VENT
DETAILS 21/SD
(SEE
2.0),ry
/
`
Fit
UIRFACF
7
/
�
GRADE
/
_
205
______\/ff
205
i
___i
T
/
/
;
;
;
200
200
REP
CE IN PLACEa'
18"
/
/
i
SE
R WITH 30"ER
(TYP.)
/
/
/
i
/
/
195
/1/�.
PVC ® 0.08.
241.53'
30" C900 DR32
5 PVC 00.089.
195
157.10'
30" C900 OR
32.5 PVC ®O.C-%
133.CC
30" C000 DR32.5
�
L
oWAM,
-
162.07'
30" C900 nRT2.-
REPLACE
Ex 1.Aeul4431
ES -
190
ALONG
ALIGNMENT,
J.N.O.
35 LF 42' STEEL
TIIICKNCSS 0.50")
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-39/60-3
CASING.
0)
38+00 39+00 40+00 41+00 42+00 43+00 44+00
45+00
46+00
46+50
BUFFER DRAWING
SHEET 5 OF 13
-»»>
ALLOWABLE IMPACTS
ZONE 1
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
ZONE 2
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.
FROGION CONTROI NOTF5;
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 # S-4753
Authorization to Construct See diaital sianature
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 al 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:
Mem
IMMO
m
0
5
HIGHFILL
INFRASTRUCTURE
ENG/JEERING, 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 our passion.
IMPROVEMENTS
BIG BRANCH
PROJECT N0.
RAL1 801
PROFILE - STA. 38+00 TO STA. 46+50
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
SS-1.3

235
230
225
220
215
210
205
200
195
MITIGABLE IMPACTS ZONE 1
DB: 17253 PG: 1193
STREAM 3 IMPACT:-
210 TONS OF CLASS 2 RIP -RAP, 2' DEEP
FOR STREAM STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
EC MATTING ON SLOPE (SEE DETAIL
31-06/ED-1.0). STABILIZE WITHIN 7
DAYS.
PIN 1705964363
SUMMERFORD, REBECCA A
SUMMERFORD, MARGARET S
DB: 7810 PG: 348 CHAIN
EX. 4"
SHED
REPLACE IN PLACE
EX. 18" SEWER WIT
30" SEWER (TYP
CONC
REPLACE IN PLACE EX 18"
SEWER WITH
REPLACE
ALONG AL
30" SEWER
(TYP.)
EX MANHOLES
GNMENT, U.N.O.
EX. 4" SS
PIN 1705966357
STEVEN & JENNY BARAN�
D8: 13207 PG: 2132
ALLOWABLE IMPACTS ZONE 2
EX. 30' PERMANENT
EASEMENT
CIPP APPROX. 260 LF
OF EX. 18" SS.
PIN 1 15969
TOWNES AT CHES
WNERS ASSOCIATION
D8: 17328 PG: 2383
BM: 2016 PG: 53
TE 9
CoNT'D
GRAPHIC SCALE
40 0 20 4O 80
s
JJ
2lZ� os
J
SEE EROSION
CONTROL NOTES
COMBINATION SILT FENCE/TREE
PROTECTION, TYP. (SEE DETAIL
TPP-08/ED-2.0)
TTING ON SLOPE (SEE DETAIL
-1.0). STABILIZE WITHIN 7
PERMANE
(30' FROM • SS)
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
3 EROSION CONTROL NOTF4;
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 28, EVEN IF NOT INDICATED ON PLANS. SEE 31 -
06/ED-1.0 & 1/ED-4.0.
4. GRADED CUT SLOPES SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF
GRADING ACTIVITIES.
160 4. SHEET SS-1.4 DISTURBED AREA 72,235 SO. FT.
Q
O
8
ce
J
7
/ EX. SEWER
ALIGNMENT, TYP.
/
( IN FEET )
40 1L
M
�vr0
' Q M oa
moo-m
I I+u t4 rs ..
WbWz338
REMOVE EX.
MANHOLE
vI1
P1
ON
EX7uRr ACE
GRADE
REGRADE
220.20' 30" C900 DR32.5 PVC 0 0.08%
PRR�Ct R(W1
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).
ROX. 330 LF
CONT'D
PIN 1705968769
STEPHENS CENTER INC THE
DB: 3633 PG: 823
PIN 1705978143
BARRETT SQUARE CONDOMINIUMS
DB: 3638 PG: 64
EC MATTING ON SLOPE (SEE DETAIL
31-06/ED-1.0). STABILIZE WITHIN 7 DAYS.
1 PLAN - STA. 46+50 TO STA. 57+00
w N SCALE: 1" = 40'
d
VI
O O
co
b O�gl
201.38' 30"
100-YR FLOOD
PMIN ELEVATION
C000 DR32.5 PVC 0 0.08%
0
r0
CIPP APPROX.
OF EX. 18" 55
wN
O M
M te
1P©
>
UIK Z Z
88.28' 30" C900
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. EASEMENT CLEARING:
• FULL EASEMENT.
r
245 LF " �y�?��
yF
GRADE AT 2:1 SLOPE
RECRADE
BUFFER DRAWING
SHEET 6 OF 13
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
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
N SILT FENCE/TREE
OTECTION, TYP. (SEE DETAIL
TPP-08/ED-2.0)
00
N
�v
0
M
ON ID ml
O O
o N
+
OON
N N
fQi>>
Vr rnNz z
DR32.5 PVC 0 0.08%
68.59' 30" C900 DR32.5 PVC
90.39' 2
0" C900 DR32.5
L,C ® 0.08%-
114.71' 30" C900
R32.5 PVC 0 0.08%
55 LE 42 STEEL CASING (MIN. WALL IHICKNLSS U.SU ) ANU
30" RJ CARRIER PIPE VIA FUSIBLE OR RJ PVC. XTEND RJ PIPE
A MIN. 10 LF QUTSIDE CASING. (SEE DETAIL S-�9/SD-3.0)
46+50
47+00
48+00
49+00
50+00
51+00
52+00
53+00
(2-PROFILE - STA. 46+50 TO STA. 57+00
54+00
55+00
56+00
R%
235
230
225
220
215
210
205
200
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
nsultants, and c ntracl is 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 modiNOTE d thALLLgi COgTRUCTION iaSHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
0
5
REVISED PER REGUTATO
rc
A
HIGHFILL
INFRASTRUCTURE
ENG/JEERING, 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 pass/on.
IMPROVEMENTS
BIG BRANCH
PLAN AND PROFILE, STA. 46+50 TO STA. 57+00
PROJECT N0.
RAL1 801
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
SS-1.4

BUFFER DRAWING
SHEET 7 OF 13
2.
ALLOWABLE IMPACTS ZONE 2 3.
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 MATTING SHALL BE FURNISHED FOR SLOPES
ALLOWABLE IMPACTS ZONE 1 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-1.5 DISTURBED AREA: 27,795 SO. FT.
SEWER INVESTIGATION NOTES'
MITIGABLE IMPACTS ZONE 1 1. AFTER FLOW IS ON NEW SEWER ALIGNMENT, CONTRACTOR SHALL CCTV
SEWER BETWEEN EX. MHS SMH149072 AND SMH152568 AND LOCATE
BURIED MANHOLE. START CCTV AT SMH149072 AND PROCEED UPSTREAM.
SUBMIT CCTV DATA TO OWNER.
OWNER WILL DIRECT CONTRACTOR FOR SEWER REHABILITATION OF
MANHOLE AND SEWER.
CONCRET HEADWALL
10'x9' BOX ULVERTS ,,,,/ A��. ,-�
INV OI ���" _I ��� -1
RIP - • \������/i, .���- t.`1r�'+S J
�r�SUMED BURI^, Eu%�''�����,�//i�iiii///i//=-%��-�L�1„//7
__�r''j G� �j�Oii"7///%AW All Iettli r�
N 54MINI �.r�//�/// /h,� S 2 RIP -RAP, DEEP FOR STR ��/��/
LIZ 10 INSTALL RIP-R SUCH THAT TOP F � V R .• TCHES PRE - CON ELEVATIONS
STREAM B�/
AT aN ND STREAM BAN: ELEVATIONS CONTOU'S. Lll��yyy EXISTING - P-RAP AMY BE UTILI
c 2_
0
2, CHAIN LINK FENCE
TE.P0pY CONSTRUCTION
rU„,u ,pSEMENT.
TAII
REEMEf�Sy,
1n .►.95
�
FIORE ANO JACK CASING NOTES.
1. FILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE
WITH FLOWABLE FILL. FLOWABLE FILL SHALL BE INSTALLED
IN MAXIMUM 18" LIFTS AS MEASURED FROM INVERT OF
CARRIER PIPE. ALLOW A MINIMUM 8 HOURS OF CURE TIME
PER LIFT.
2. CONTRACTOR SHALL FILL ENTIRE CARRIER PIPE WITH
WATER TO PREVENT FLOTATION DURING FLOWABLE FILL
INSTALLATION.
240
el \rirott
TREE CONSERVATION NOTES-
1. KANE ANDREWS ACQUISITION, LCC PROPERTY CONTAINS TREE
CONSERVATION AREAS (TCA).
2. LIMITS OF DISTURBANCE ADJACENT TO TREE CONSERVATION
AREAS SHALL HAVE TREE PROTECTION FENCE OR COMBINATION
SILT FENCE/TREE PROTECTION FENCE.
AND JACK•
SPACE TO BE
SEE BORE AN
CHAIN LINK FENCE
11
C, 95 DEG.
PLAN - STA. 57+00 TO STA. 66+00
SCALE: 1" = 40'
PIN 1715082374
3- KANE ANDREWS ACQUISITION,
SEE`rSEWER
A N,MENT NOTE
DB: 17117 P
ARY CONSTRUCTION
ENT
WOOD DECK
NOTE 2
SMART DISH
(PEST CONTROL)
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
TRANSFORMER
CONC WALK GRAPHIC SCALE
40 0 20 40 80
160
( IN FEET )
1 inch = 40 ft.
240
235
235
100-YR FLOOD
PLAIN ELEVATION
VENT ELEV.
23a 8' N/
/
INSTAII VENT
(SFF
230
DETAIL S-24/SD-2.0)
230
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-
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215
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\ii
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EWER WITH 30"
16"
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405 LF
BORE AND JACK
W/48" STEEL CASING_
/
(MIN. WALL
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AND 30" PVC
RJ
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0900 DR32.5 FUSIBLE
PVC 0 0.50%
CARRIER
(SEE
PIPE VIA
DETAIL 33 2:
FU..,IDLE OR RJ PVC.
& 33-23/MD-
.0)
--
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DR32.5 PVC
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gri
194.92 �0"
200
200
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-
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ALONG
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30" 0VC RJ CARRER
NU (MIN. WALL THICKNLSX
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9. RJ ."C. EX
ANU
END RJ
�-C-.
PIPE A MIN. 10 LF 0
EE DEATIL S-39
/SD-3.0)
57+00
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
240
240
nn-V
PLAIN
0 FI non
ELEVATION
235
235
230
225
220
215
IY
CO
230
225
220
215
7."
210
210
205
205
200
200
-0+50
0+00
1+00
1+50
%3�PROFILE - STA. 00+00 TO STA. 01+17
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SFWFR ARANOONMENT
1. REMOVED EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END WITH MINIMUM
2' CONCRETE PLUG.
2. REMOVED EX. 10" SS AS REOUIRED 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
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/SO-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME ANO 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.
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 EOUIPMENT 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).
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
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 N S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been rev ewed for general compliance with applicable codes. This
limited review, and authorization for construction's 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, Stale,
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:
moon
rc
5,
s
HIGHFILL
INFRASTRUCTURE
ENG/JEERING, 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 our passion.
IMPROVEMENTS
Ln
BIG BRANCH
PROJECT N0.
RAL1 801
PROFILE - STA. 57+00 TO STA. 66+00
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
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).tATTING- 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.
THIS PORTION OF
12 BUFFER
AC .'MOVED
NOTES;
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS ANO
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.
WET
PIN 1715082374
KANE ANDREWS ACQUISITION. LLC
DB: 17117 PG: 62SITE 13 B
RIP 4MPACT
*ANTI - SEEP COLLARS, TYP.
EE DETAIL 3/MD-2.0)
1WaINF ifs 74,
240
1715077778
ALBANLDINGS LLC
DB: 16847
BM: 1998 PG:
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/E0-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
STREAM 5 IMPACT:
118 TONS OF CLASS 1 RIP -RAP, 2' DEE
FOR STREAM STABILIZATION. INSTAL
P Or RIP -RAP
HES
PRE-CONSTRU - T BED ELEVATIO
ANO STREAM BANK ELEVATIONS CONT•
F
R
EX. 16" SS
PIN 1715082374
KANE ANDREWS ACQUISITION, LLC
DB: 17117 PG: 623
BIG BRANCH
PLAN - STA. 66+00 TO STA. 74+19
SCALE: 1" - 40'
SITE 14 BUFFER
CT REMO$15
PIN 1715082374
NDREWS ACQUISITION
40
CURB INLET
TOP=229.66'
INV •UT=225.59'
METAL
FENCE
ENTRANCE
0.09/ED-1
PERMIT/RECORD
OX LOCATION
INV=221.23'
CONCRET
14'x6' BOX C
INV=21
TEMPORA LT FENCE/TREE PROTECTIO
(SEE DE TPP-08/ED-2.0)
GRAPHIC SCALE
20 40 80
160
( IN FEET )
1 inch = 40 IL
240
235
235
00-YR FLOOD
- w
PLAIN ELEVATION
3 p
^ N 6
6S
-t
N 8
b e 4/
23D
M
230
No
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EX. SURFACE
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7
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215
RFPLAr-E
IN PLACE FX
18"
/
/
215
d
SEWER
WITH 30" SEWER
/
ANTISEEP COLLAR
/
6
(Tr.
/
/ - ANTS
EEP COLLAR
STA. 69+86
/
/
ANTISEEP COLLAR
/
91 A.
68+7/
_
210
STA. 68+34
/
_
t----�-
/
J
225.32
30 C900
)12.5275- 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
CO 0.94%
$3,42'
30" C900
DR32.5 PVC
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
BUFFER DRAWING
SHEET 8 OF 13
ALLOWABLE IMPACTS
ZONE 1
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
ZONE 2
'AND REPLA RB AND
SEE 1 L T-10.26. 9.:
715087833
PROPERTIES LLC
DB: 13214 PG: 507
MB: 1993 PG: 573
CONCRETE HEAD
14'4' BOX C 'VERTS
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 Permitil 5-4753
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:
0
5
5
5
s
0
0
rc
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
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.
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. 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 5-24/5D-2.0.
11. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE LIMITS
OF DISTURBANCE SHALL BE REMOVED.
12. EX. 40" TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY OF
RALEIGH PROPERTY SHALL BE REMOVED. REMOVE STUMP AND FILL WITH
SOIL AND SEED.
13. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
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).
EROSION CONTROL NOTES.
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR 15 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-1.7 DISTURBED AREA: 16,195 SO. FT.
NOW OR FORMERLY
BENJAMIN E GOLDSTEIN
DEED BOOK: 17070 PAGE: 2318
PLAT BOOK 1964 PAGE 165
(6820 GREYSTONE DR)
(115 DEG.
JASON A D
DB: 16143 PG.
PB: 2011 PG:
245
15)
BRAY
1978
29
IAL
10,
S-1
EASEMEN
TO OUTFALL
BIG BRANCH
NG, S
S-1
S-18
NEC
RMI
PIN: 1715096069
E HTL REVOCABLE TRUST
DB: 16851 PG: 370
B: 1994 PG: 164
CONTRACTOR SHALL USE AREA
AT THE ENO OF QUAIL HOL
RIVE FOR STAGING AR
STREAM 6 IMPACT:
33 TONS OF CLASS 2 RIP -RAP, 2' DEEP
STREAM BANK STABILIZATION. CONTRACTOR
RESTORE BANK TO PREVIOUS CONTOURS.
CONTRACTOR SHALL USE EXISTING RIP -RAP A D
SUPPLEMENTING AS NEEDED.
OR
PERMANENT EASEMENT
OFFSET FROM PROP
PIN: 1715098198
RALEIGH CITY OF
DB: 8476 PG: 1471 30" T
PB: 1966 PG: 24
10"
TREE
501, 2©4" TREE t
>v� t\� .gyp g•'i�o�'_• gsga&mk,.
T ,74101101111mIlIn'T•11111N11.001 alliallr" • •
FENCE.
(SEE DETAIL SW- 0.01/ED-iD-1.0) F;
•VE EX. AERIAL
EX. 10" SS
SEE NOT
EX. SHE
OPOSED 30'
SEMENT
REMOVE AND REPLACE EX.
12" SEWER WITH 16"
SEWER (TYP.)
TEMPORARY SILT FENCE OUTLET, TYP.
(SEE DETAIL SW-20.24/ED-1.0)
(-1--"PLAN - STA. 10+00 TO 12+97
SCALE: 1" = 40'
CONSTRUCTION ENTRANCE (SEE
DETAIL SW-20.09/ED- 1.0)
RF, E 6gAND REPLACE CURB AND GUTTER
o,YT3ENAIR, SEE DETAIL T-10.26.1/TD-1.0
PIN 1715087833
CMLK PROPERTI DB50
DB: 13214
: 56
MB: 199 PG: 57_
GRAPHIC SCALE
0
( IN FEET )
1 inch = ft.
245
240
240
235
235
100-YR FL00D
PLAIN LLLVAIIUN
230
230
EX. GRADE
225\*\"
225
v
SEE
NOTES 6, 7. &
8
220
TOPICAL
PIPE
FOR NEW
INTO EX. MANHOLES
SS
220
.
I
_
215
215
30.22' 16" C9C0
266.58'
16" C900 DR32.5
PVC 0 0.26%
40 LF 24"
STEEL CASINC
(MIN. WALL
THICKNESS
PIPE VIA
0.375) AND
CP00 P:ICIBI E
16 RJ CARRIER
R PI DlC
210
EXTEND
RJ PIPE A MIN.
10 LF OUTSIDE
210
LA511NU.
L5LL ULIAIL 5-Jy/SU-3.U)
USE CONCRETE PIERS (SEE
DETAIL
5-14). LON I NAL ION SHALL
PSF soy RFARIN('. CAP
VERIFY 2,000
Me AT PIER
LOCATIONS AND SUBMIT
0 OWNER.
9+00
10+00
11+00
12+00
13+00
14+00
15+00
BUFFER DRAWING
SHEET 9 OF 13
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
ZONE 2
09
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 dinital signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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
ompliance 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 speck 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:
s
65.
5
5
5
0
0
rc
0
5
0
A
HIGHFILL
INFRASTRUCTURE
ENGNEERING, 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
PLAN AND PROFILE, QUAIL HOLLOW DRIVE
(2-PROFILE - STA. 10+00 TO 12+97
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
PROJECT N0.
RAL1 801
SS-1.7

SMH1 27
R :206
INV IN.:202.2 8" (N)
INV. IN.: 202.4 8" (E)
INV OUT: 202.2 10" (
OPOSED PERMANENT EASEM NT
EX. EASEMENT BETWEEN
SMH1 " 0 AND SMH154821
SMH
RIM:210.5
203.54
INV IN.• 06.50 4" (E)
• T: 203. (SE)
Dr N FIST =4 :r
Ir- ALL CASING
VIA OPEN —CUT
APPROX. LOCATION OF CURB INLET
15" RCP UPINVDIST =3.00'
CURB INLET FILTER SACK, TYP.
SEE DETAIL 31-15A/ED-2.0
CHES K DR. IS A DEAD—END STREET.
CONTR- TOR SHALL MAINTAIN ACCESS
FOR THR TRAFFIC, SEE NOTES 8 & 9
GRAPHIC SCALE
40 0 20 40 80
( 1N FEET
I Inch = 40 IL
220
10
10
220
o
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v ,
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100—YR FLOOD
II-
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e
i� 3
g z�
3
PLAIN ELEVATION
3'Zt
210
210
EX. SURFACE
7 GRAD
//
/
/
/
/
205
/
/
/
205
/
/
/
//
/
1
tz nn' ti ('.
iSO DI
00 a 5
PVC ®0 50`�
4
200
136.63
8 CL350
DIP 0 0.50%
200
10+00
12+00
13+00
14+00
PROFILE — STA. 10+00 TO 16+00
SCALE: 1" - 40'
VERTICAL SCALE 1" = 4'
16+00
BUFFER DRAWING
SHEET 10 OF 13
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
ZONE 2
i A REOUIRED FOR
I ' IPE ENDS WITH
PLUG
NOTES.
1. CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. ONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3 INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. SEE DETAIL S-27/SD-3.0 FOR WATER TIGHT FRAME AND COVER.
7. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE LIMITS OF DISTURBANCE
SHALL BE REMOVED.
8. CONTRACTOR SHALL MAINTAIN A LANE FOR THRU TRAFFIC. REMOVE AND REPLACE ANY
DAMAGED CURB AND DRIVEWAY AS NECESSARY.
160 9. 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.
10. COORDINATE WITH CITY AND HOMEOWNER TO REMOVE PAVERS AND STACK IN LOCATION
AS DIRECTED. SAW CUT BLOCK WALL AS NEEDED FOR CONSTRUCTION.
11. MANHOLE SMH36 SHALL BE A "DEAD—END" MANHOLE WITH ROUND TROUGH. TROUGH
BOWL SHALL BE SLOPED TO DISCHARGE. EXTEND SERVICES IN MANHOLE TO DISCHARGE
IN TROUGH.
EROSION CONTROL NOTE
1. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TO PREVENT
ESCAPE OF SEDIMENT.
2. SHEET SS-1.8 DISTURBED AREA 19,900 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
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 dioital sionature
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, Stale 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:
City of Raleigh Development Approval
HIGHFILL
INFRASTRUCTURE
ENG/JEERING, 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 our passion.
PROJECT N0.
RAL1 801

CURB AND CUTTER REP41,
SEE DETAIL T-10.26.1/TDA L0
c,
Ate.}
REPAIR ASPHALT PER DETAIL
S-3/SD-1.0. PAVEMENT CUT SHALL
EXTEND TO FL OF ROAD AND BE
PERPENDICULAR TO CURB AND GUTTER.
CONCRETE SIDEWALK REPAIR
SEE DETAIL T-30.01/TD-1
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. 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 S-27/SD-3.0.
10. INSTALL VENT PIPE, SEE DETAIL S-24/SD-2.0.
11. EASEMENT CLEARING:
• CLEAR AS NEEDED ON THIS SHEET.
STREAM BANK 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).
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 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-2.0 DISTURBED AREA: 19,270 SO. FT.
WALL
VERTS
238.7'
SLOPE. SEE
-06/ED-1.0.
THIN 7 DAYS
270
100-YR FLOOD
ELEVATION
CONSTRUCTION ENTRANCE
20.09/ED-1.0)
PIN 1716019626
LARRY & SUSAN YARGER
D8: 2633 PG: 717
MB: 1967 PG: 98
TOP OF
BANK
TEMPORARY SILT FENCE OUTLET.
(SEE DETAIL SW-20.24/ED-1
(SEE
REPLACE IN PLACE
15" SEWER WITH 18"
EPDXY -LINED SEWER
ON 4
TRAM 7 IMPACT:
130 TONS OF CLASS 2 RIP -PAP, 'lit
FOR STREAM STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS URS
EX. 8" SS
STREAM 8 PACT: -
OF CLASS 2 RIP -RAP, ' DEEP
643 STREAM BANK ST :ILIZATION.
ND SLOPE OR STABLE
ROTECT H.
PLAN - STA. 10+00 TO 15+13
SCALE: 1" = 40'
EX. SIT
GATEPOST
PIN 17160189 7
4
DAVID & LAURIE P RKER
EX. TREELINE, DB: 14433 PG: 432
MB: 1970 PG: 83
P.
PIN: 1716019867
CHRISTOPHER & PAIGE KERAVUORI
DB: 14735 PG: 523
MB: 1970 PG: 83
EG.
GRAPHIC SCALE
40 0 20 40
80
PIN 1716028170
MELVIN & DIXIE KENNEDY
DB: 5417 PC: 859
MB: 1970 PG: 83
160
( IN FEET )
1 Inch - 40 ft.
270
265
265
260
260
co 13
U
' LT..,
,ki
255
os. a ^
-i On N
255
. Os
E W n 9,
c naea6-
3
m < O N
G^ Y
100-YR FI 000
1 +o+N N G F
M
S
5
PLAIN ELEVATION
i^�zz zow
250
EX.
GRADE
N N z z z z
3
250
APPROXIMATE LOCATION
��
OF EX. 8" WATERLINE
I
245
245
/
/
240
SEE NOTES 6, 7, & 8
240
FOR ALL NEW SS P.PE
rLALt IN YIAUt
ex. ID
/
167%
C900
PVC
DR3 ?
I\ IL
205.Zri
18"
235
30-
.88' 18" C900
DR32.5 PVC ©
0.12%
235
STEEL CASING (NIN. WALL THICKN:SS
50 LF 30"
REPLACE
0.375") AND
18" RJ CARRIER PIPE VIA FUS13LE
rHOLE
OR RJ
OUTSIDE
rVC. EXTEND RJ PIPE A MIN. 10 LF
CASING. (SEE DETAIL S-39/SD-3.0)
9+50
10+00
11+00
12+00
13+00
14+00
15+00
15+50
BUFFER DRAWING
SHEET 11 OF 13
toMototi
ALLOWABLE IMPACTS
ZONE 1
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE
ZONE 2
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 6 S-4753
Authorization to Construct See digital signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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:
image
rc
5,
HIGHFILL
INFRASTRUCTURE
ENG19EERIID, 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
(n
BIG BRANCH
��PROFILE - STA. 10+00 TO 15+13
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval
PROJECT N0.
RAL1 801
SS-2.0

BUFFERDRAWING
EROSION CONTROL NOTES'
I
'
'
'
-,
SHEET 12 OF 13
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED ADJACENT STREAM CROSSING NO7FS; REPLACE EX. 8" SEWER pIN 1716153711
TO BORE CONTROLMIT. EASURES TO7OR IS PREVENT ESCAPELE OFFOR SEDIMENT.IDING ADEQUATE EROSION1. FOR ALL PUMPING AS NEC SRSARY TO S PREVENT CDOWNS REAMTOR SHALL USEDIMENTT TILIZE DAMS AND WITH 10" CL 250 DIP W/ MICHEAL &CARREL. FLOOD
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TRANSPORT (SEE 3/ED-2.0). PROTECTO 401 LINING DB: 16785 PG: 88 03
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
5
-
w
0
4
5
i`````
F 7 I
„•, , 7
�-
TO PREVENT ESCAPE OF SEDIMENT. 2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL BM: 1963 PG:93
ALLOWABLE IMPACTS 3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER THAN 2:1 cM
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0). STREAM , IMPACT: EX•
ZONE 1 OR DITCH SLOPES GREATER THAN 2%. EVEN IF NOT INDICATED ON PLANS. SEE 31 3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL 120 T S OF CLASS 2 RIP -RAP, 2' DEEP
-06/ED-1.0 & 1/ED-4.0.- \
FOR SS ABILIZATION.TOPOFINSTALL
- 4. SHEET SS-3.0 DISTURBED AREA: 33,350 SO. FT. INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0). -
SUCH T T TOP OF RIP -RAP MATCHES _\
ALLOWABLE IMPACTS PIN1716055861 PRE-CONST CTION STREAM BE. ATION ��
CEDAR HILL CONDOMINIUM SITE 18 AND STR BANK
ZONE 2 EXWALKINGPATHINSTALLAPPROX700LFWOOD
LINE, TYP. IM23
TONSOFCLASSR24.(93
THAT TOP OF RIP -RAP MATCHES
/ 11
/ PRE -CONSTRUCTION STREAM BED ELEVATION
/ AND STREAM BANK
DEG • CROSSING) TYPa. • SS) /i p4hi .
::::;;
�., at r¢.fib"�
E& �, �ry''`'���'i'
CI- /� !
-
m
N
o
in
2
o
`.'
o
0
1;
o
>
0
k'
S
/� SM' ELEVATIONS CONTOURS.
1�) TEMPORARY SILT FENCE
iiiii,Pr•
�:. �m OUTLET, TYP. (SEE DETAIL
�\ EX. 30' PERMANENT SW-20.24/ED-1.0)
EASEMENT
N►9,
�89 v
REMOVE EX. 4'x16' FOOT BRIDGE. INSTALL SOS 7,+;. ` 40
PRE-ENGINEERED MIN. 4'x16' FOOT BRIDGE REMOVE EX. CONCRETE PAD �- / SMN 7 �\
•ILT F NCE TREE PROTECTION /
W/RAILING. PROVIDE FOUNDATIONS TO '�- INSTALL CASING
SUPPORT AND ANCHOR FOOT BRIDGE. TEMPORARY SILT FENCE,' SE DETAIL TPP-08/ED-2SQ�,N \�� / d. ••,` VIA OPEN -CUT
WOOD LINE, TYP. TYP.(SEE DETAIL , 1$6 X• :%�
LAKE " $ E ;�4 EX 20MANENT
��•y,
I� II,
�/�‘�'� C MATTING ON SLOPE, SEE,
SW-20.01 /ED-1.0) MH 7I �,� A EMENT
���'�e�,-► / \�!` �•I�
i�gYID' PIN 1716153569
�- -- _ - D O6 ED-1.0.
/
I `` `
� 1�\ �� ALFRED EDISON MORRIS SR
-��� ,S 9:
STABILIZE 7 DAYS �%
_`�'•� `��
- I �`� t� \�
��� �`� �. V� @. DODBO
.��
SO
��.��r \� 41 EX.
'� L'
at♦�
_��'_�.'�
��� �., L��V� 931 gPGK 2270RR15
itltt� �- Via. \ ,����, /// •33
��� - - - . - - - - = ,. ��� A9� BM: 1963 PG: 93
' LAKE
,��j41
1�
NOTES.
1. ALL CONSTRUCTION
AND SPECIE
2\ CONTRACTORS
3. INSTALL SERVICES
4. INSTALL NEW
S.�SEE DETAIL
6. CONTRACTOR
��
ilk EX. BUILDING
����V4 V��� I� _/�
.�'! �1�%
SHALL ADHERE TO CITY OF RALEIGH STANDARDS � ��
CATIONS. \ v ��- \-ff��I8�����-
TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION. �� �- 1j.
<
TO EXISTING CLEANOUTS AT EASEMENT. ��� •���"``,
CLEANOUT IF ONE DOES NOT EXIST-��N
5-5/SD-1.0 FOR TRENCH AND BACKFILL. '' kg..- ` WATTLE, TTn��.
TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE • .4 1 SW-20.237ED-1.0)
TREE. TYP.
� ��� EC MATTING ON .OPE, SEE
i' �t� iu 1O WE
0 n'nn'ER- vir� ��i-�".1,.,.y1�T�1 DETAIL 3 '. ED 1.0.
��yU` r�': STABILI: WITHIN 7 aAYS
ELECTRIC
TRANSFORMER EX. BUILDING
REPLACE IN PLACE AND PATIO
06p3 EX. LIGHT EX. 8" SEWER WITH
1'1 PIN 17161 3335
10" SEWER -
(%£E DETAIL POLE' TYP. TEMPOR ' CO ON `r•'ij(, MII :ROOK VILLA' HOA INC
PIN 171bo55861 ENTRANCE (SEE DE T •B: 15887 PG: 473
CEDAR HILLS
/
` P51 269INIUMS
NEW SEWER LINE SIZE. PIN 1716055861 EX. DB: 3193 PG:
POLE, TYP. BM: 1983 PG: 1079
7. CONNECT SEWER LINE TO EX. MANHOLE WITH FLEXIBLE PIPE CEDAR HILL CONDOMINIUM
CONNECTOR. DB: 3193 PG: 269 CONCRETE STEPS
8. MODIFY EX. MH TROUGH FOR NEW SEWER LINE SIZE. BM: 1983 PG: 1079 AND LANDING GRAPHIC SCALE
9. INSTALL WATER TIGHT FRAME AND COVER WHERE INDICATED, SEE 40 20 90 80 160
0
DETAIL 5-27/SD-3.0. \
- :M: 2008 PG: 3,9
SW-2• -1.0)
TEMPORARY CONSTRUCTION
T EASEMENT
ASPHALT
TRAIL PINES
PARKING LOT
WATTLE INLET PROTE• ION CT. (PRIVATE)
DETAIL
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0. �7 PL 4 N - STA. 00+00 TO 1 1 + 18 m m
(SEE SW-20 r 1 r)
11. EASEMENT CLEARING:
• CLEAR AS NEEDED ON THIS SHEET. SCALE: 1" = 40' ( IN FEET )
330 1 Inch - 40 IL 330
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2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Te1919-481-4342
www.hiepc.com
Firm License No. G258fi
315
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315
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FOR ALL NEW SS PIPE
APPROX.
LOCATION OF -
IN
m
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310
INTO EX. MHS (TYP.)
/
15" RCP
STORM PIPE.
I
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U
RAISE EX. MH FRAME
AND COVER.
310
Engineering is our profession.
Service is our passion.
w+f
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R26 PVC ®0.38%
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BIG BRANCH SS IMPROVEMENTS
RALEIGH WATER
RALEIGH, NC
PLAN AND PROFILE, TALL PINES COURT
_
LSS.Uf'
10" SDI
0.39%
�
^_ �
¢_
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317.21 10" SDR26
PVC 00.38%
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NOTE:
CITY
ALL CONSTRUCTION SHALL ADHERE
OF RALEIGH STANDARDS AND SPECIFICATIONS
TO
Public
0a O aD
N S 1 up
to' N N E
Sewer Collection / Extension System
Ncim z
i- W o+�
300
78.'9'
10" SDR26
PVC ® 6.09%
Y•
>' o�"'
Ow
300
The City of Raleigh consents to the connection and extension of the
this The
Cons
-\
\
��d5>
IJ!l AI
W '
-
3
public sewer system as shown on plan. material and
Construction methods used for this project shall conform to the
NNE
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
40.06' 10" SDR26
PVC 0 8.99
J/�/r\\
VENT ELEV\
Public Utilities Department Permit# S-4753
295
�235.8'
1116
295
Authorization to Construct See digital signature
L
INSTALL VENT
RFMOVE F%
CONF INSTAI I
MH PRFSAST TOP
SI AR W/
(SEE DETAIL
WnTERTIGHT
COVER.IiirINSTALL
VENT TO
3' ABOVE 100-YR
FLOOD
/'B-`
V)
290
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
tLLV.
(]tt UtIAIL L-14/5U-4.0)
290
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
•" •
•. e
compliance with all legal requirements for development and construction. The property owner, design
PATCH EXISTING
INVERT AND CORE
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a nor shall it be construed to any
HULL Al NOV
INVLI<1 ELEVAI11.1R.
285
permit, permit
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
285
-
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:
]S OR' 1 n" CI /SJI
111P Ell 1 1AX
City of Raleigh Development Approval
CORE HOLE AT NEW INVERT
280
I I I 1 1
ELEVATION AND MODIFY
TROUGH 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
(-2-"PROFILE - STA. 00+00 TO 11+18
PROJECT 610.
RAL1801
SCALE: 1" - 40'
VERTICAL SCALE: 1" = 4'
SS-'3.0

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
SEWER REPLACEMENT,
IMPACT REASON
STATION (MAP ID)
PARALLEL OR PERPENDICULAR
ALLOWABLE
MITIGABLE
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1
EASEMENT EXPANSION
10+00 - 13+50 (BIG BRANCH)
PARALLEL
1290
1290
1406
1406
2
EASEMENT EXPANSION
15+30 - 18+00 (BIG BRANCH)
PARALLEL
712
712
733
733
3
NEW EASEMENT
21+50 - 24+50 (BIG BRANCH)
PARALLEL
2678 2429
8 242�
667
667
4
NON JUR
STABILIZATION
26+00 - 26+15 (BIG BRANCH)
PARALLEL
190
190
107
107
5
NEW EASEMENT
29+10 - 31+00 (BIG BRANCH)
PARALLEL
1430
1430
330
330
6
NON JUR
STABILIZATION
31+50 - 31+75 (BIG BRANCH)
PARALLEL
294
294
15
15
7
EASEMENT EXPANSION
32+75 - 39+00 (BIG BRANCH)
PARALLEL
3103 5371
3103 5371
1859
4071
1859 4071
8
SEWER CROSSING
EASEMENT EXPANSION
0+00 - 1+10 (BIG BRANCH)
PERPENDICULAR, 105 DEGREES
13300
4 366
4-4.8-1-366
01432
01432
PARALLEL
9
NEW EASEMENT
45+25 - 55+75 (BIG BRANCH)
PARALLEL
11007
11007
12175
17700
2675
12175
2675
10
NEW EASEMENT
56+25 - 58+25 (BIG BRANCH)
PARALLEL
1566
1566
2306
2306
11
SEWER CROSSING
57+25 - 58+00 (SC)
PERPENDICULAR, 95 DEGREES
3059
1067
4126
0
12
NEW EASEMENT
61+30 - 68+60 (BIG BRANCH)
PARALLEL
5150 3495
5350 3495
7183
7183 5072
5072
13
SEWER CROSSING
68+60 70+00 (SE)
PERPENDICULAR, 103 DEGREES
617 0
357 0
974 0
0
14
EASEMENT EXPANSION
PARALLEL
948 0
948 0
1582 0
I-582 0
15
SEWER CROSSING
10+15 - 11+25 (BIG BRANCH)
PARALLEL, 115 DEGREES
654
654
1737
1737
16
EASEMENT EXPANSION
10+25 - 14+00 (BIG BRANCH)
PARALLEL
1250
1250
1538
1538
17
SEWER CROSSING
14+60 - 15+10 (BIG BRANCH)
PERPENDICULAR, 94 DEGREES
231
204
435
0
18
SEWER CROSSING
10+35 - 10+80 (BIG BRANCH)
PERPENDICULAR, 93 DEGREES
302
83
385
0
TOTAL:
. 5539 3592
32134
37673
4004
21233
0
21233
0
0
32576
22089
22089
BIG BRANCH SEWER IMPROVEMENTS
PERMIT MODIFICATION
WAKE COUNTY
1/14/2022
SHEET 13 OF 13

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

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
No
zZ
`II
om Og9;
W v
"g
<
r,_.
6
a'"tw 0 .41
O I
M- az
O,i
N N w
vi-
od Y
an<N.IN P
i NE O f
pMw
Q M ,^ i<
ee OO rO/
NJ r0 NI _ w
1
+03 N
N .. U
225
00 Nm�
OM��NS
,_ON
,Mn^N2
ZnK
m6a>>Q
'1.nrr�.73
225
'NYON.-
N^Me.,
h, zo>w
=Qi>»Q
rJ7
�zzFt
./
M N.. O F
L L L a,
jCl •
- z
✓}'1ce � - 3
/
/
/
220
/
EX. SURFACE
/
/
/
220
7
L✓
/
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
/
_
t----�-
/
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

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