20200597 Ver 1_Buffer Drawings 20200417_20200505

BUFFER DRAWING
BUFFER- PER -MIT DR-AWIN08 FOR THE SHEET 1 OF 12
CITY OF IE -AL EI(3H
Coll BIG BRANCH SANITARY
w
SE WER IMPR G VEMENTS
S WAKE COUNTY, NC
CITY OF RALEIGH PROJECT NO. PU94-18
SITE 1 ya SITE 4 SITE 9
BEGIN PROJECT SITE 12
SITE 2
W _ o
\L� DR � ti
Q SITE 15 SITE 17
ww
m
M J
D RCEDARWOOD DR
SITE 16
10 CONVFRS RADCLIFF RD SITE 18 END PROJECT
k E OR
y y SITE 8 \��o SITES 10 / yy
I� 8e 11 f� QUAIL HOLLOW �. Q PWE
SITE 3 SITE 5 �R gS'2 Cr
SITE 6 SITE 7 SITE 13 � � a
o �
[�j SITE 14 z o
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BUFFER IMPACTS PERMIT
V�
Prepared in the Office of: Prepared in the Office of.
GRAPHIC SCALES
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Fax [phone]
www.hiepc.com
50' 25' 0 50' 100, Firm License No. C-2586 Vhb
11111— NAD a3 VHB Engineering NC, P.C. (C-3705)
PLANS
940 Main Campus Drive, Suite 500
HIGHFILL Raleigh, NC 27606
R F R R NE
E R U CJ R C
ENG NEER NG, P.C.
Engineering is our profession.
Service is our passion.

MITIGABLE IMPACTS ZONE 1
Y Y Y Y Y Y Y
7/
/ °O
/ INSTALL CONSTRUCTION
ALLOWABLE IMPACTS ZONE 2
/ /
/� ,r /
ENTRANCE OFF PARKING LOT
po /
(SEE DETAIL SW-20.09/ED-1.0)
\ \
0'
\
\
\
PIN 1705933559
CCC CALIBRE CHASE LLC
,
/ �¢�" /
\
\ \ \ \
DB:15704 PG: 929
BM: 1988 PG: 346
7
/
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
\
SATE
1
BM: 1988 PG:346
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.
\ / REPLACE IN PLACE EX.
\ \ \ \ 4 / c SEWER WITH 30" SEW TYR)
\ \ a
SEVEN PROPERTIES BDM, LLC JAD PROPERTY, LLC
\ \ p5kv
EX. 30' PERMA NT PROPOSED PERMANENT
EASEMENT EASEMENT LINES SERVES AS_
/--202— —� � LIMITS OF DISTURBANCE
— — — — — _ CORE DILL E. H .0 PROPOSE 40' —20�
— — — — — _ — FOR NEW SS DIAMETT R\ L PERMANE 5 ME ENT
— — — (20' M OF SS) r45
SITE2 —\I rCALIBRE
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
-pge._
--
/� /, - CON_QREPE� HEA�W
/ BOX ERTS FE RCP
AND SPECIFICATIONS.
EX. 20'EASWME
��
/ .25'
-
2 IN-198.0T
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
sr
_—
___
'� /
0
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
RIP RAP
f
—
0
FES 18" RCP
INV. OUT=197.01'
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
CLEANOUT ONE DOES EXIST.
_
\
��
4. INSTALL NEW IF NOT
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH n B rvr I
AERIAL CROSSING -
- �
�
�� �� i
-20.
tS
1.0
� BRANCH
PIN 1705933559
CHASE
CCC CALIBRE CHASE LLC
6. INSTALL WATER TIGHT FRAI��OVER WHEN MANHOLE IS LESS— -
THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL 5-27/SD-3.0.
_
-
TEMPORARY SILT FENCE, TYP.
e (SEE DETAIL SW-20.01 /ED-1.0)
PIN 1715033465
- _
I
j
DB: 15714 PG: 929
BM: 19e8 PG: 3a6
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
BZ
350 SIX FORKS LLC
,a
8. EASEMENT CLEARING:
INV=199.36' 8`!/ �/\) /Q
DE: 14194 PG: 2713
/
• CLEAR FULL WIDTH OF 40' PROPOSED EASEMENT ON THIS SHEET.
BM. PG'
- / "' GRAPHIC, SCALD'.,
��
/ l PLAN
- STA. 1 0+00
TO 17+00
40
0 20 40 80
160
SCALE: 1" = 40'
( IN FEET )
1 inch = 40 ft.
wv
VEI
JT ELEV.
n
217.3'
5n
M
K
215
w"+m+
215
Op
AF
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y
INSTALL
VENT (SEE
n
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wV,if
100-
R FLOOD
-
4
w
210
inN
°'
PLAIN
LEVATION
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i
210
16
NYl
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4
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3
205
cn
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v1�?
Q
3
205
GR
DE
200
200
WITH 30"
SEWER (TYP.)
195
195
190
190
22.41' 30'
C900 DR32.5
VC ® 0.087
REP
CE EX. MANHOLE
2
4.86' 30" C90C
DR32.5 PVC 9
0.089
ALONG
ALIGNMENT, U.
.O.
185
185
180
180
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
(2-�PROFILE - STA. 10+00 TO 17+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" - 4'
BUFFER DRAWING
SHEET 2 OF 12
CHA DR.
INV. 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.
Public
Sewer Collection /Extension System
The City of Raleigh co I.
o the tonne and ex i of
the CiII public water system.s shown onohis plan. The m rio1
old Construction methods used for this pried shall conform aI.
the standards and specifications of the City', 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 - PUNS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use hove been re awed for general compliance with
applicable codes. This limited re and authorization for construction is not to
be considered to represent total compliance with .Illegal requirements for
development and construction. The property owner, design consultants, and
.ntmdor. are each responsible for compliance with all.pplio.ble City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed 10 permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, Stale, .nd Federal Rules and
RegulWions.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STOWWATER
PLANNINGRONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING. P.C.
t;ary, I [/nln
Tel [phone]
Fax [phone]
—hiepo.wrn
Firm License No. C-2586
t gmeenng rs ourp"I""n.
Service is ourpassion.
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PROJECT NO.
RAL1801
SS-1.0

CONTRACTOR SHALL PROVIDE
, REMOVE EX. FENCE AS NEEDED STEAM
MH
TEMPORARY FENCING FOR
/
/ FOR CONSTRUCTION. CONTRACTOR TOP=215.51'
DOG PARK DURING
`� /
SHALL REINSTALL FENCE AFTER BOTTOM=211.88'
CONSTRUCTION ACTIVITIES
\
CONSTRUCTION IS COMPLETE.
/
)RARY CONSTRUCTI0
STEAM VEN 'e
EASEMENT
/
TOP='94'
EX. DOG PARK
/9�C
STEAM VENT BOTjOlY=210. 43'
EQUIPMENT
\x/ /
TOP=214.94'
BO OM=210.37' STEAM
EX. IRRIGATION
CONTROL VALVE
//
TOP=215. 3'
BOTTOM=211. '
FES 1 "RCP
SM
INV. OUT= 10.2
RAP
p
EX. FENCE
GATE
DOG EXE CISE
TEMPORARY CONSTRUC ION
POWER POLE, CONTRACTOR T _ DUMPSTE -
SUPPORT OR MOVE TEMPORARILY METAL ST -
DURING CONSTRUCTION (TYP.) COVERED BY AMP-
°oX3o'; SITE,DPB��`'�0< NIT' PAST
S
BRI WALL
STORM MH ` a ?\ >A
61 OP=21 sso' TOP=z1 s.13' • "- BUFFER D RAW I N G Sewer Collection /Extension System
BOTTOM=210.35' 18" RCP INV. OUT=208.34'
18" RCP INV. IN=210.37' PIN 1705944082 SHEET 3 OF 12
CCC ANDERSON FLATS LLC / h / The City of Raleigh consenh 1° the connexion and a#ension of
BLOCK WALL DB: 17034 PG: 1553 / O the City's public wafer system - shown on this plan. The malaria
BM: 2015 PG: 1814 CURB I and Consrracrion methods used for this proiect shall conform to
ToP= 09.61' MITIGABLE IMPACTS ZONE 1 the C dtd"rdspecificafionsofih.City'�PubkUfiliii-
TEMPORARY SILT FEND P. OUTLET ` 3 24" RCP Handbook.
O oOoo 0 (SEE DETAIL SW- 20.2 / D-1.0) a �� IN OUT=205.80'
0 0
t 00 O LITTER / OO qN0 \\ \ \ \ \ \ \ City of Raleigh
® STAT ON� o eRso \\ \ \ \ \ \ ALLOWABLE IMPACTS ZONE 2 P°blic U lilies Depa-ot Permit#
00 / G-, PIN 1705946355 Clay R. \
O 0 l " ,O r� [c0lb HERBERT 8 ELIZABETH STEWART E 3 R/w% Aafh-i-tion to Construct
O O .40 } ` DB: 15013 PG: 519
AT&T BM:1987 PG:150
O � � PIN 1705946466 \ � Date
0 O O ACCESS �' PROPOSED PERMANENT AND R BERT & JANE HUBAND )
00 O T&T BO �` , / TEMPORARY EASEMENTS VE DB: 16878 PG: 566
p o 0 tt PITS OF DISTURBAN E, BM: 1987 PG: 150
OREAND JACyK U.N.O.
O N R RO TEMP Y CON T CTION PIN 1705947505
EASEMENT ( 5' ROBERT & ELIZABETH SCOTTS T
+S® oA WOOD DB: 9307 PG: 981 / 40 TONS OF CLASS 1 RIP -RAP, ��IEP
/ DECK E PIT PROPOSED 40' BM: 1987 PG: 150 / FOR STREAM STABILIZATION. INSTALL RIP -RAP
o„c 4i PERMANE EASEMENT / / CH THAT TOP OF RIP -RAP MATCHES
o d 0 /� 0) 0' FRO CIE OF 55) / / PRE-CQN RUCTION STREAM BED ELEVATION
\ PLANTER / AND STREAM ELEVATIONS CONTOURS.
GAS STA ION• \ /77 �' S4 5 IRDHOUSE PIN 705947626
B SE ROdK / / JAM S BLACK / PIN 170594775
BM: 1988 PG: 346 BRICK NCE p " /} o o • o�c\ �\ - FIRE BASKETBALL / / A3.
2337 CALVIN MCPHAIL B
NOTES: RETAINING FEN GhAo0 c\ PIT GOAL / 15 HELEN W KIRVEN
(] • PIN 1d0594 \ R / DB: 5567 PG: 574 PIN 5947876
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH WATKINS & N �.EGELOPM ENT \ t - ~w WALL / / BM: 1987 PG: 15o / uNDSEY & MA RAINES
STANDARDS AND SPECIFICATIONS. 130 LF BORE A J K \ \ \ \
DB: 12973,P 31 rw DB: 16949 PG: 0
2, CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING DRIVAAY % �+ \ \n(, \ PLAY EQUIPMENT
CONSTRUCTION. WHEN NEW LINE IS COMPLETE, SERVICES BM: 1 4/ / \ \ �;�" SS ROC LL R BM: 1987 PG:150
WILL BE SWITCHED OVER. / a A/C FUEL / 4�a�3+� �L� WOOD DECK CONC DRIVEWAY
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT. PUMPS / EX. 18 _ _ / / �" 3+50 ^� o -� ROCK PATH GATE
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST. , / SS 7
RIP RAP N VACUUM �" - - - OCK S� / N BRICK WALL
5. SEE DETAIL ER TIGHT
-1.0 FOR TRENCH AND WHEN
MANHOLE
m PROPANE , ��■ -_ +00 �� I/
AIR ��� \INSTALLZ:A
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS RACK COMPRESSOR =_1VIA t)PEPL-CUT ' STONE STEPS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE �q FOOD SIGNS _ AL �,// SEE
GTE FENCE ANDONME • \ 25+ ` �� l I GATE BRICK WALL
DETAIL 5-27/SDPE W _ _ POTENTIALLY / _ _ \ _ �Z 7
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL CONTA'M
QIL-SWA/
5-24/SD-2.0. �SBOUNDNDARYI - _ _ \ - - T DI (3)
O�F- _B TOP=203.66'
_ / TOP=206.83' �� CPP INV. IN-1
SEWER ABANDONMENT r"� �f�V �O�-_ �- `\\` +30-,,,.
1. PLUG NORTH INVERT IN OF MANHOLE SMH158291. \ BEET -a 18"=197'14 - 24" RCP INV. IN=202.25' IRRIGATION �aix'� GRAVEL
2. ABANDON EX. MANHOLE SMH117597 (SEE DETAIL SS TO W MH__ -ma's
1/MD-2.0) AND REPAIR PAVEMENT. n�nyL- i RCP INV. LACE IN PLACE
3. ABANDON EX. 18" SS FROM SMH158291 TO TOE OF _ ' / OUT=193.7 ' EX. 18 ER WITH
-- INV 1'INV. SO
SLOPE. FILL WITH PLOWABLE FILL.
4. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTI4VI ..
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
,
.5c�
� i+"-
PIN�170593A559
CCC CALIBRE CHASE LL�C' �
o- ®
W
-�""°LL C HEADWALL BZ Z
;9' BOX C
® -y 1 � µ -
30 SEWER ) OUT=198.49; sr
\
- � G BRANCH TEMPORARY SIL
�-
�
�-e
O
v.K p O
STREAM CROSSING NOTES:
"'
De: 1570A PG: 929
BM: 1988 PG: 3
"' (SEE DETAIL SW-20.01 /ED-1.0
OGO
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
NCRETE HEADWALL
/
40' PERMANENT \
BENCH
C.,x:J
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTR
SEDIMENT TRANSPORT 3/ED-2.0).
�'x9' BOX CULVERT
INV. OUT=
/
/
/
N PIN 17059AB496 EMENT
No = SIX FORKS COMMONS OFFICE CONDO ® K�DAM,
.,II'P. (SEE J
BIRD FEEDER
BI E
-..
�D 11t_
p
(SEE
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR
SHALL INSTALL TEMPORARY STREAM CROSSING (SEE
a
�,w /
/ HEADWALL
14'x9' BOX CULVERTS
o N �,
t„ a
DB: 4043 PG: 386 DETAIL SW-
�,
-4+.
m, BIRD BATH
ROCK P H
L BIRD FE
_
,21
1/ED-2.0).
/
INV. IN-191.
/
°J °'
GRAPHIC SCALE
J�
ro
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION
X
/ ,
INSTALL MATTING SEED
SEE SEWER ABAN�ONMJJT Iwi
_�
a 40 0
20 40 80
160
6" CPP
INV. OUT-202.48'
�\
(SEE
2/ED-2.0).
IMMEDIATELY AFTER INSTALLATION
IS
NOTES 1,2, & 3 PLAN
- STA. 7+00 TO 28+0f
z
BIRDHOUSE
995
COMPLETE TO PREVENT EROSION.
SCALE: 1" = 40'
( IN FEET )
1 io,h = 40 fL.
99S
>
IJ
�U
IO
'20
.o
220
w
w
z 3"
100-YR
FLOOD o
ri
o
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VENT ELE
V.
e
p
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PLAIN E
EVATION
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217.
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3,
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INSTALL VENT
(SEE
s
210
-
DETAIL S-24/S
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NNE
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205
F
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EX. SURFACE
GRADE
3
- I z a a
d 5 LL
100
BOUNDAII
Y SHALL BE
INSTALLED WI
H DR32.5
_
200
r 2
FUSIBLE
PVC (STA 17+08
TO 21+
8)
EX.
18" RCP STO
M PIPE
EX. 6" STORM
PIPE
'15
EX. 24" R
P STORM PIPE
INV. 202.
33
EX.„V. 2
INIEX.
IN01
77
INV. 203.6
4" STORM
PIPE
193.4
' 30" C900 DR3
.5
OS
® 0 89
7.6 30"
VC 8%
195
0
0_
o -E8_ -
u
.77'
900 R32.5
9 DR
"
W
_
-0
25 LF 4
"STEEL CASING
MIN. WALL
130 LF
BORE AND JACK
W 42" STEEL
125 LF e
RE AND JACK W
42" STEEL-REFbkCE
THI
KNESS 0.375")
ND 30" R.I.
SEWER WIT
30" SEWER N
IY
~ `o E o.
'a m _
90
CASING (MIN.
„
WALL THICKNESS
0.625") AND
CASING (MI
. WALL THICKNE
S 0.625")ALONG
AL
EX.
NG ALIGNMENT, U.N.O.
EXTEND RJ
PIPE A MIN. 10
LF OUTSIDE
190
a u p s s o
SEE DE
IL 33-22 & 33
23 MD-1.0
-qq
EXT
NO FUSIBLE PVC
A MIN. OF
33-2
/MD-1.0)
CL-
U
Z
@ 8 -
a
20
F BEYOND CONT
MINATED SOILL
333.94, 30" CS
Do DR32.5 FUSIBLE
PVC ® 0.1
%
CONTRACTOR
SHALL
INSTALL ANTI-F
TATION
-
-
° ; ' E
o
30
2
+00 TO 26+15,
SEE DETAIL 2/
D-2.0.
185
U
E E d
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
2� PROFI L E - STA. 17+00 TO 28+00 NOT ALL CONSTRUCTION SHALL ADHERE TO CITY OF
enni r. _ nn RALEIGH STANDARDS AND SPECIFICATIONS
o v e LL a
° u
HIGHFILL
INFRASTRUCTURE
Tex 919-481-2
Fax [phone]
-hiepo.wro
Firm License No. C-2586
Sernce 1s ourpassion. I
ME
PROJECT NO.
RAL1801
SS-1.1
VERTICAL SCALE: 1" = 4'

IRON RAIL FENCE \I \
EX. 4" SS SITE \ o�
GATE ALL GOAL BRICK /
TM""
MPO RY SILT FENCE \ 2�a
_ OUTLET, P. (SEE DETAIL
CONIC PAD N 1 WOOD PICK NCE SW-20.24 D-1.0)
—27+50 m — BZ 2 ® GATE/ / SITE 7
O _ _ 0 IN 1705959107 ITE 6
t9 G °oa oo �, to DUNCAN RE AND %UTTER R.
O 855 EE DETAIL T-10.
42 Bh1: 1987 PG: EX. 4" SS
INSTALL 30" SS TOPRBON 3'
:•_ \ \ \ 1 RIP -RAP, 2' DEEP '-RCP INV. IN=203.63' \
EAM STABILIZATION. INSTALL RIP -RAP 5" RCP INV. OUT=203.62'�
/ SUCH T T TOP OF RIP RAP MATCHES
�92 PRE -CON UCTION STREAM BED ELEVATION CURB INLET
\�� 4 TOP=207.06'
AND STREA BANK ELEVATIONS CONTOURS.
\ \ EX. PERMA 15" RCP INV. IN=203.63'
PIN no5949886 \ EASEMENT
NT � � �\ � \\ INSTALL CAST 5" RCP INV. OUT=203.53'
— Bze MAGAN \ 37x \ VIA OPEN -CUT CONSTRUCTION ENTRANCTYP.
BARNARD, GRAYSON y ()--
\ \ (SEE DETAIL SW-20 09/E 1 0)
YCURBT
3'
V,=205.62'
PIN 1705959751
CITY OF RALEIGH
DB: 8475 PG: 901
BM: 1968 PG: 54
\ SEE SEWER
\ ABANDONMENT NOTES
\ LANDSCAPED
\
\
\
E\ \
BUFFER DRAWING
SHEET 4 OF 12
/
s
/
MITIGABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
E TILLO
G: 1977
`� $ 3 K
68 PG: 54 �
\
I 4i� C' / \
c�0
vs
CURB IN
TOP= .07'
/
12 P INV. 1
204.14g
DB: 16901 PG: 2017 SEE SEWER \ PIN 1715050A56 F CURB IN G' r.'\e \ n ®� EX. EASEMENT LINE HARRY DEHART & ELIZABETH DEHART PROPOSED 40'//� 0_7i,
rENOTES:
1 ABAND IB13E T NOTES \SERVE AS LIMITS OF .ALL CONRUCTION SHALL ADHERE TO CITY OF RALEIGH
DB: 16952 PG: 2225 PERMANENT EASEM TDISTURBANCE, U.N.O. /`12" r1NV. 98'AND SRECIFICA NSBM: 1964 PG 159 'FROM \y` JJ INV=203.93 2. CONT ACTORS TO KEEP ALL VICES ACTIVE DURING
—B E DnwD RoeERT y� \ \ w / l / GUARDR A 0 CO TRLOTION. WHEN NEW LINE COMPLETE, SERVICES WILL
� \ \ REPLACE IN PLACE EX. 18"
BROYLE TF YOUNG / SWITCHED OVER. \
B: 17461 \ SEWER WITH 30" SEWER / \ / 3 INSTALL SERVICES TO EXISTING DOES U7 AT EASEMENT.
L nl5oso028 \ \ �.9. , (ryP) EX. 10 CP / INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
Blr. 997 PG:^236 RAL GH CITY OF� n" \ ' / as
2 PG:30 — r.✓ .r / 5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
�35+eB� / 6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
BMa Z 34+50 J /
~-34+00 � � LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
\ a + �E S-27/SD-3 0
3 / 7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
: 19 PG: 12 33+
/ / / (SEE��TAIL PHA ra RIVE AIR b'
D-1.0) t-� 5-24/SD-2.0.
3/S
gEV\I\N F/W) i ROCK C M' DAM, P. (SEE J "\
I (5p C\� DETAIL S 2 -1.0)
\ \
L PIPE
\ CRO \ ��
rF w YFe
I � \
GRAPHIC SCALE
40 0 20 40 BO 160 t
( IN FEET )
1 inch = 40 It
_4 / SEWER ABANDONMENT
1� R INV. T=203.11' 1. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
/ I \PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STREAM CROSSING NOTES:
1. FO ALL STREAM CROSSINGS, CONTRACTSR SHALL UTILIZE
(SEE D AR ILT FEN TYP. DAM AND PUMPING AS NE CRY TO PREVENT DOWNSTREAM
(SEE D AIL SW-2 1/ED-1.0) 4" SEDIM T TRANSPO� E 3/ED-2.0).
OSED EASEMFJJ� ( 2. WHERE QUIP CROSSING WILL OCCUR CONTRACTOR
BIG BRANCH LI �S SWV&i -AS LIMITS PIN 171505 4 g SHALL IN ALL TEMPORARY STREAM CROSSING (SEE
OF"Ml'STURBANCE, U.N.O. ANDREW & A TATTERSA I 1/ED-2. ).
DB:1 9 PG: 89 J 3. UPON FI AL COMPLETION OF CONSTRUCTION, CONTRACTOR
\ BZ :1999 PG: 60 ' a �6 SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.0).
01 2 1
\\PLAN - STA. 28+00 TO STA. 38+00
- \ SCALE: 1" = 40'
120
220
^o
w r^
100-
R FLOOD
o f°
N o
z
v z-
�. _
PLAIN
ELEVATION
o
3 rn
OMW
O_ n
o o
M
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vo
115
p-/-
MW Q
o
OQ
N
DETAIL
NQ
N N O 't?
NOJ
NOS+�
000
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a0
ao
m� N�
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NW mF
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m O O
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M O Z Z W
N Z Z O
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--
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110
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--
---
N�zzzz z210
EX.
SURFACE
GR
E
�05
EX.
15" RCP
205
,0U
X. 1
EX.
12" RCP
200
REPLACE IN RLACE
EX. 18"
PIPE
H STO
RM PIPE
SEWER WITH
0 SEWER TYP.
223.23
195
195
124.53' 30" 1,900
DR32.5 P
C ® 0.087
72.52' 30"
C900 DR32.5 P
C ® 0.08%
ALO
G ALIGNMENT, U
N.O.
84.59'
0" 1900 IR12.4
PVC ® 0.08%
EXTEND
RJ
225.55' 30'
1900 DR32.5
VC ® 0.08%
MH
190
30 LF 42"
STEEL CASING
IN. WALL
190
THICKNESS
0.375") AND 30
RJ CARRIER
A MIN. 10
LF OUTSIDE CAST
G.
185
185
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
\2\PROFLE - STA. 28+00 TO STA. 38+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been rev wad for general compliance with
applicable codes. This limited re and authorization for --di.. is not to
be considered to represent total compliance with all legalrequio, at for
development and construction. The properly owner, design c—ult.-, and
contractors ore each responsible for compliance with all applicable City. State
and Federal laws. This specific auth,ri-i- below is n erma pit, nor shall it
be cons d to permit any violation of City, Stateor Federal Low. All
Constmclion 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
36+00 37+00 38+00
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
Sewer Collection /Extension System
The City of Raleigh cos h to the connection and a#ension of
the City', public water system as shown on this plan. r Them a
and Construction methods used for this pmiect shall conform ato
the standards and specifications of1he City's Public Utilities
Handbook.
City of Raleigh
Public Utilities Department Permit #
Authoriation to ConstmC
Date
a
HIGHFILL
INFRAGTRI IrTIRIP
Fax [phone] I
_ itiepasnm
Firm License No. C-2586
0
0
00
Cl)
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EL
PROJECT NO.
RAL1801
SS-1.2

<.
SET
E 8 BRANDY
SCHROEDER 1 ST RY WOOD
FRAM BUILDING
\
FES 24 CPP
INV. OUT=8.85'
/
24"
CPP . IN=209.,j3'
�
r
'
PIN 1705958fi48
TE
/ OHO
DAMES 8 DONNA TAYLOR
D8: 3840 PG: 759
R IR CONC
IVE (SEE L
i
b BM: 1968 PG: 54
+"' S-2/SD-
"s \ BASKETBALL GC
ROCK-
` FIREPLACE
PROPOSED PER T EASEMENT
10' FROM EX. EASEMEN B€TWEEN WOOD FENCE i
SMH 119890 AND SMH11� ROCK
5�8&
SITE 7 COhJ
'D. rsR
/ PIN 17059 751 !
/
CITY OF RAL GH I
A /
J / /
DB:8475 PG: 1
BM: 1968 PG:5 N
/
VE BZ_f
BZ 2_
71 11 1 V
\ e/
ilry s
PROPOSED EASEM'TSTT
S��
LNES SERVE AS LIMITS OF DISTURBANCE��"-`-SLABANDONMENT N
PIN 1]0595fi811 IN 170595fi838 \ / PIN 1705 917
IAMES 8 ROBERTA GOODMAN L/ RON 8 CELIA HOLLER 4` �( ROBERT 8 LIZANNE M NOUGH
DR : 17239 PG: 776 1 DB: 17130 PG 89 DB: 1fi357 PG: 1150 CURB AND TTER REPAIR, SEE
BM:1982 PG:519 / 1982 PG:519 \ BM: 19" PG: 1135 / DETAIL T 0.26.1/TD-1.0
OVE WIRE
® / / 1705966035 r�
CE 'RRQE08ED 40' DENISE & ARD FERGUSON 4
18 CPP INV. Z,206.76' \ WOVEN }% PERMANENT P.SEM T DB:3077 :338 e`
/ WIRE (20' FROM CL i`n-.e �RI 1982 PG: < P SIBLE�°
N _ JUNCTIO DO
00+LP / S+LO _ WEN WIRE FENCE �F y
\ 00 �/ REPAIR CONCRETE DRIVE CURB INL
/ (SEE DETAIL S-2/SD-1.0) TOP=2 .9
CPP 18" RCP INV. I=209.65 _
\ - _ U 6.2 ? WOVEN WIRE FENCE
ONCRETE D
IN ALL CASING
yRIVE a' I VIA OPEN -CUT
EX. �ILT F CE \ \ / PIN 17059fi6175
O ELIZABETH 8 RICHARD $YI
/ EX. 4' SS O / DB:14804 PG:17
GATE UNKNOWN INV. \ O O pR`J BM: 2003 12
EMPORARY SILT ENCE OUTLET, TYP. EF' X. BUILDI G
o /
(SEE DE SW-20.24/ED-1.0) CON LL 2
COMPOST BIN 48
IN 1705959815 i DECK = .5
BY & LAU _
/ B: 17t30 P : t879 SW-20.23/ED 1.0)
/ BM:19 PG:54
ROCK CHECK DAM, TYP. (SEE
IRON FENC DETAIL SW-20. /ED-1.0) '
RIGATION VALVE 24" CPP INV.I
=206.40' -
�ATE 6DI
TOP 210.4'
y PERMANENT INV IN(S)= 05.45' 11!1
�EAaSEMEN7 INV IN(W)=7�96_35're J UT=
1
_JrV'w0 UT=20 .35" PIN 1705968004 GRAY t1111 V 11 I
PIN 17051589fi3 RUNKEN, Mc.
I. AEL CHRIS
DB: 12945 PG: 328 SEE PR E
FLINN, DOUGLAS 8M; 4 PG: 4L 7SP8
STUDEBAKER, MANDY L �5S-1.3 �\
DO: 14932 PG: 712 24" CPP INV. TALL CASING 7x
EE NLyW BM: 2004 PG:1 OUT=205.02' VIA OPEN -CUT \pR OS
1 sr ERMAN EASE
1ItY Sl
8
�e._J105 DEG. CR ING)
160 TONS OF CLASS 2 RIP -RAP, 2' DEEP FOR STREAM STABILIZATION, INSTALL RIP -RA �,A �I INSTALL DROP�6�
0
s/ SUCH THAT TOP OF RIP -RAP MATCHES '10" SS, (SEE
NOTES: TY OF RALEIGPRE-CONSTRUCTION NATION 33-11 -1.0)
1. ALL CONSTRUCTION SHALL ADHERE TO CIH AND STREAM�APo ELEVA IONS CONTO RSA 3 \
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION. WHEN NEW
SEWER ABANDONMENT
LINE IS
COMPLETE, SERVICES WILL BE SWITCHED OVER.
1. REMOVE EX. MANHOLE SMH119890.
3. INSTALL
SERVICES TO EXISTING CLEANOUT AT EASEMENT.
2. REMOVE EX. 18" SS AS
REQUIRED FOR CONSTRUCTION. PLUG
4. INSTALL
NEW CLEANOUT IF ONE DOES NOT EXIST.
PIPE END WITH MINIMUM
2' CONCRETE PLUG.
5. SEE DETAIL
S-5/SD-1.0 FOR TRENCH AND BACKFILL.
3. ABANDON EX. MANHOLE
SMH128159 (SEE DETAIL 1/MD-2.0)
6. INSTALL
WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3'
AND REPAIR PAVEMENT.
ABOVE
100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
4, REMOVE EX. 10" SS AS
REQUIRED FOR CONSTRUCTION. PLUG
7. INSTALL
VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
PIPE END WITH MINIMUM
2' CONCRETE PLUG.
230
225
220
215
210
205
200
195
190
38+00
BUFFER DRAWING
30„ SHEET 5 OF 12
x ALLOWABLE IMPACTS
ZONE 1
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
ZONE 2
L
/ r N T w\
ES TS'= RCp I
\CURB 1
TOP=21 1 .94'
�18" RCP N . M-20 9'
S f;1 ABA�ON&EUI-/ Sc
p^
00 WALY,
MP SILT FEN Tl$.
/
E 7AIII - 1/ED- .0)
0 \
/
al OUT-20 . \
D S E�
D STEVEN r,9 JENNY SARAN
EX. SS
48" CMP INV. IN=205.05'
GRAPHk SCALE
REROUTE EX. SERVICES TO IMP, J 40 0 20 40 80 160
REPAIR CURB AND GUTTER (SEE
\ DETAIL T-10.26.1/TD-1.0)
1 PLAN - STA. 38+00 TO STA. 46+50 3 ( IN FEET
1 inch = 40 fL
SCALE: 1" = 40'
w 230
z 3
0
M
v e
ro
oa�zz_
o�
0
.GNU
o
3
0
O
o
K
+
3
4
Mama
p
W
Q IIKQ
¢O
N
VENT ELEV.
o" 1 w
100-YR FLOOD
216.9'
o
PLAIN ELEVA
ION
rDn rn o =
i
1n
�i _m
rn oro rn o
+
3
3
u
O�
F
+mom Ft7
M+�
6
O
zoo
rnn0
L01,
>>Q
INSTALL VENT
SEE
- -
5-24/SD
2.0)
Ey
GRA
3URFACE
E
-REPLACE
IN PLACE E
. 18"
(TYP.)
SEW
R WITH 30" SEWER
241.53'
30 C900 DR32
5 PVC @ 0.0
188.89' 30"
C900 DR32.5 PVC
O 0.08%
157.1
30 C900 DR
2. V
AL
TING ALIGNMENT,
.N.O.
35 LF 42" STEEL
CASING (MI
.WALL
CARRIER PIPE VIA
FUSIBLE PVC.
EXTEND
RJ PIPE A MIN.
10 LF OUTSIDE
CASING.
39+00 40+00 41+00 42+00 43+00 44+00
2 �PROFILE - STA. 38+00 TO STA. 46+50
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
45+00 46+00
225
220
215
210
205
200
195
190
46+50
Public
Sewer Collection /Extension System
The City of Raleigh consenh to the connection and extension of
the City'e public water system as shown on this plan. The materia
and Construction methods used for this pmiectsholl conform to
the standards and specifications of the City's Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit #
Authorization to Construct
Dote
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 compliantt with
applicable codes. This limited review, and authorization far construction is not to
be considered h, represent total compliance with all 1e9a1 requirements for
development and constry tion. The property owner, design consultants, and
each responsible for compliance with all applicable City, St -
old
trFederal laws. This speeif., author sarioo below is n rm a pet, nor shall it
be -n-ed to permit any violationof 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
URBAN FORESTRY
SITE ACCESSIBILITY
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+50 0+00 1+00 2+00
PROFILE - STA. 00+00 TO STA. 01 +44
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
Cary, NC 27518
Tel [phone]
Fax [phone]
-hiepo.rnm
Firm License No. C-2586
Engineering is ourprofessian. I
Sernce fs ourpassion.
PROJECT No. I
RAL1801
SS-1.3

MITIGABLE IMPACTS ZONE 1 PIN 1705963575
PGP Barret) LLC
DB: 17253 PG: 1193
ALLOWABLE IMPACTS ZONE 2
\\\
210 TONS OF C -RAP, 2' DEEP
\
FOR STREAM ST IZATION. INSTALL RIP -RAP
SUC AT TOP OF RIP -RAP MATCHES
PRE- STRUCTION STREAM BED ELEVATION
STREAM BANK ELEVATIONS CONTOURS,
\
EX, 4" SS
EX. 4" SS 1
/.r
SHED
X/
REPLACE IN PLACE
EX. 18" SEWER WIT
30" SEWER (TYR F
GONG f _
-STREAM CROSSING NOTES:'
NOTES 1 . FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND 1 . A CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND BUFFER D RAW I N G
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT SPECIFICATIONS.
Z� - TRANSPORT (SEE 3/ED-2.0). 2, CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION. WHEN EW LINE SHEET 6 O F 12
EX. 30' PERMANENT BZ 2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
EASEMENT / INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0). 3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
6Z T� � 3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL 4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
_ INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0). 5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
CIPP APPROX. 260 LF 2 i _ _ \ 6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3' ABOVE
OF EX. 18" SS. i _ _ y1,\ 100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
i 7. N�J�S�F,LQJFNT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
BARRETF SQUARE CO I M
INLET _ i / gZ, / _�w� ( CIPPA9PROX. 330 LF
CIE EX. 1 SS. Ci
w✓ P fW �, \ �\ ` VIPP
EX. 18" SS.
BIG BRA
Rz
CASING
INSTALL 0" SE`NF� \� \ _ � � Aorhoraaron ro Construe
�� Date
\ \ BZ 1 0
TEMPOFi ILT FENCE, SITE 10 _ NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
'�0 \� EE DET —20.01 /ED— t P"/"�./
\ 51 I \\ 9' ^ \ +re ` sc1s� e„ _ rw — '"' — RALEIGH STANDARDS AND SPECIFICATIONS
TE AR OUTLET, rr��✓�$ CONCURRENT REVIEW APPROVAL
_ (SEE D SW-20. .0) — _ CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
appli-bll. codes. This limited review, and auth-i-tim. far constreeion is not to
be c nsid—d torepresent total compliance with all legal o,,ir, o. for
C �\ \ "Sp ` �� development and constro . The p ity owner, design t and
�, � ` er contractors are each eoible for mpliane wih allappli-bl.City, State
'V�. PERMANENT AND TEMPORARY \ ��
\ EASEMENT LINES SERVE AS
? L LIMITS OF DISTURBANCE \ \ 00`� e\
F 9
PERMANENT
x INSTALL DR P ON EX. (30' FROM OILOF SS) \�h� SQ"Sp y
/ a 8" SS, (S E DETAIL \ "<
\ 33-11 MD-1.0)
� STEPHENS CENTER INC THE
/ N STEVEN & JENNY BARAN OWNERS ASSOCIATION INC\
0 r g 1 \ SITE 9 PR TEMPORARY
CONSTRUCTION EASEMENT
.� CONT'D. �`\ '7 z
�® I GRAPHIC SCAL\
40 0 20 40 80 160 / \ PLAN - STA. 46+50 TO STA. 57+00
SCALE: 1" = 40'
IN FEET )
J 1S 1 inch = 40 IT
and Federal laws. This specific authorization below is n a permit, nor shall it
be ca —d to permit any violation of City, State or Federal Law. All
Constraaion mast be io aaordance with all Local, Stare, and Federal Rales and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
URBAN FORESTRY
SITE ACCESSIBILITY
3
z
o
o M �35
O
W
M
G
E
DE
_
230
cO�n
O,
Dy
W �
NNZ O
230
z 3"
=�ri
0
o O1
�� z z
v 0
2
H
O
O ro � ro
�> >
z z
225
tOrT�
+
= y o .. ..
4
�aN1 �
225
n n o
RE
RACE
-YR FLOOD
N UIKZZZ
NDJ
OJZZ z=
-ao
>>
Mrd
�a
220
ter' ..
220
ate» >>
REMOVE
EX.
)15
215
210
210
REPLACE IN PUCE
EX. 18"
SEWER WITH
30" SEWER
A
IGN MENT, TYP.
205
205
REPLACE
ALONG ALGNMENT,
EXMANHOLES
U.N.O.
188.28'
30" C90
DR32.5 PVC
0.08%
200
220.20' 30"
C900 DR32.5
VC Cr➢ 0.08%
'
200
90.39'
0" C900 DR32.
PVC ® 0.08%
114.
1' 30" C900
R32.5 PVC O
.OS%
68.59' 30" C9
0 DR32.5 PVC
0.08%
55 LF 42 STEEL
ND_
CASING MIN.
^
WALL THICKNESS
195
EXTEND RJ PIP
A MIN. 10 LF
UTSIDE CASING.
195
46+50 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
\2\PROFILE - STA. 46+50 TO STA. 57+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
55+00 56+00 57+00
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
HIGHFILL
INFRASTRUCTURE
FNf 1-121- P r
TeI 9'li 481-4342
Fax [phone]
-hiepawm
Firm License No. C-2586
­ree,,,,y r> w. N.r.,—,. I
Sena is ourpassiI
PROJECT NO.
RAL1801
SS-1.4

BUFFER DRAWING
SHEET 7 OF 12
F � �
>xxx xx
ALLOWABLE IMPACTS ZONE 1
--c' Qo s
MITIGABLE IMPACTS ZONE 1
\
\
\ \ \ \ \ \ \
ALLOWABLE IMPACTS ZONE 2
CONCRET HEADWALL
2/
10'x9' BOX ULVERTS
INV=\209�'
n
RIP �'
-ASSUMED BURIED
81 A MM-LOCATION
SITE la' - -`� �
I---0— C!d
_
�tfl ENCE
ROPOSE
TEMPORARY SILT FENCE OU NP.
PERMAT
(SEE DETAIL SIW� -1.0)
(30' p♦j{j
uw sr Sr
A
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. STA T CCTV AT SMH149072 AND PROCEED UPSTREAM.
2. SUBMIT CCTV DATA T OWNER.
3, OWNER WILL DIRECT/CONTRACTOR FOR S R REHABILITATION OF
MANHOLE AND SSEWER. \
E 1
I
/ SEE SEWER
INVEST ATION NOTESo
�j
/ / CHAIN LIN
/60+0 /G"UARDkR /
00 59+\ �
CHAIN LINK FENCE
/ /
KANE ANDREWS ACQUISITION,L
2B� sn-
%••/
TEMPORARY CONSTRUCTION
EASEMENT.
r`
SEE SEWER
/�
ABA N -3�0
CE-4-X.
SEWS yTW3D"
RETAIN EX. MH FOR
/
/
—
EMERGENCY USE //�
///
P AN€NTASEb1�ENOY
(20' FROM CL 0
��
Public
/ f�1
/�
66 00
Sewer Collection /Extension System
o°¢-�
/ /
RA
A
/
The City of Raleigh consents Lothe Conn -ion and e�nension of
a
Citypublic water system- publsystem s shown o this plan. The
m—i. and Construction methods used (orthis pr shall conform to
standards
the ndards and specifications of the CiN's Public Utilities
P
�n
Handbook.
-
/j
Iw Sr
City of Raleigh
Public Utilities Department Permit #
io
LL
_
EX. 30' PERtifANENT
Author sat on to Construct
�
RAP
��- �
_
PEOP 4 T ASEM
EASEMENT 'a
Dore
¢ E
-e ,e
�� TEMPORARY SILT R
SEWER (SEE DE 2001/ED 1 0)
o
'^ -
_ _
ANDONMEJJT
SEWER ABANDONMENT
a
BLOCK)
EMOVED EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
WITH
ARY CONSTRUCTION
MINIMUM 2' CONCRETE PLUG.
2. REMOVED EX. 10" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
HER ROAD UEZ I("
/
C
L__2�p SI E 11 PD'PER MANENT
J B
C' 91& LID E H / LAST
" S OF D TURO ANCE, AU. .
(1-�PLAN - STA. 57+00 TO STA. 66+00
SCALE: 1" = 40'
S 1ENT LINES SERVE AS
WITH MINIMUM 2' CONCRETE PLUG.
E m =
S OF DISTURBANCE, U.N.O
3. REMOVE SECTION OF ABANDONED GRAVITY SEWER FROM STREAM. ABANDON
A MINIMUM OF 5' BEYOND TOP OF BANK. PLUG PIPE END WITH MIN. 2'
i
S WOOD DECK
CONCRETE PLUG
O
NOTE 2
SMART DISH
NOTES:
J
Q
0 2
(PEST CONT
ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
>
METER RACK
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
ID
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
11
o
9 r p _
/ SMART DISH (2)
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
Q
a - r
(PEST CONTROL)
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5, SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
METER RACK
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS-
SATELLITE DISH
THAN 3' ABOVE 100YR FLOOD ELEVATION, SEE DETAIL
a S
SATELLITE DISH
5-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL 5-24/SD-2.0.
rc
EX. 10" RCP
w
s
o a
--SMART DISH
o
i
\CONTROL)
PIN 1711170088
AVONDALE RALEIGH, LLC
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
-D
U
0
'"
`o
9 o F e a
D8: 157521 PG: 801
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
Z
=a
M: 2009 PG: 72
TRANSPORT (SEE 3/ED-2.0).
O
O
a a 2
a RANSFORMER r
.
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
-
_ "eO„- E f' c 0
` — _
,a INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
u
- "c
S UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
_ a
-GONG WALK GRAPHIC SCALE'
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
- o o
40 0 20 40 80
160
NOT ALL CONSTRUCTION
SHALL ADHERE TO CITY OF
( IN FEET)
RALEIGH STANDARDS AND
SPECIFICATIONS
1 Inch = 40 f!
K
ao
o+
240
w
m o
240
ad
-N
_w
LAIN ELEVATION
235
235
DETAIL S-24
S=
K
230
230
O
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O
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. EXSMH5256
0 oI=
oo Mw
n N a
N
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r
3
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225
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- - -
X. SURFACE
220
F
1
220
215
215
210
210
5 LF BORE ANC
JACK W 42" S
EL
SING (MIN. WALL
THICKNESS C.6
5")
459.09' 30"
1900 DR32.5 FUSIBLE
PVC 0 0.5
205
FUSIBLE IVC.
205
(SEE
DETAIL 33-2
& 33-23/MD-
.0)
0 DR32.5 PVC
0.9 0
REPLkCE
EX. MANHOL
S
184.65
0 C900 DR32
5 PVC 0 0.08
ALONG
ALIGNMENT, U.N.
.
60 LF 42
STEEL CASING
MIN. WALL THICKNESS
200
PVC.
XTEND RJ PIPE
MIN. 10 LF OU
SIDE
200
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
2 �PROFILE - STA. 57+00 TO STA. 66+00
SCALE 1" = 40'
VERTICAL SCALE: 1" = 4'
-0+50 0+00 1+00 1+50
(3-�PROFILE - STA. 00+00 TO STA. 01+17
SCALE 1" = 40'
VERTICAL SCALE: 1" = 4'
HIGHFILL
INFRASTRUCTURE
PNGINFERI- P f
Te1919�481-4842
Fax [phone]
wxw.hieparnm
Firm License No. C-2586
—,ee,,,,y,> w. N.1,=e„ 1 I
Se— is o-pa-on.
PROJECT NO.
RAL1801
SS-1.5

3a�
SITE 12 CONT'D. �
PROPOSED PERMA N-
EASEMENT LINES SERVE
LIMITS OF DISTURBANCE
BUFFER DRAWING
�k SHEET 8 OF 12
i
j �Ex. 16ss \ ALLOWABLE IMPACTS
KANEANDREWSACQUISITION, LLC ZONE 1
CURB INLET
\ .d
KANE ANDREWS ACQUISITION, LLC I M INV OUT= TOP=229225.5966' ' •y MITIGABLE IMPACTS
SITE 13 \� ZONE 1
/ SITE 14
(SE, 1031 DjEG. CR0�S-tNG)--" � �
i RIP RAP —'"' M'
� �
� �
t��� \\
\\\\ \ \ \ \
\
ALLOWABLE IMPACTS
ZONE 2
\ n„
J� \ ,e
i1NTl-SEEP COLLARS, TYR. \
EE DETAIL 3 MD-2.0 I PROPOSED 40'
'�. / ) � 1i ( PERMANENT EASEMENT C
\ ��
' METAL
ar FENCE
LION ENTRANCE (SSk
� /
68+00 50 o+nn
Qv
N
REPLACE EX. 18" A p c
SEWER 0" SEWER
ROCK K DAM, TYP. (SEE
mfV DETAIL S .08/ED-1.0)
\ \ \ 1T507777
AL
N �a�.N_ LDINGSaL BZ 1
:1998 PG: 1449
"+
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY ANDARDS AND
— ., — — —
„, — ,I _
�' "° w
SPECIFICATIONS.
STREAM CROSSING NOTE
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
1. FOR ALL STREAM CROSSINGS,
CONTRACTOR SHALL UTILIZE DAMS AND
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
PUMPING AS NECESSARY TO
PREVENT DOWNSTREAM SEDIMENT
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
TRANSPORT (SEE 3/ED-2.0).
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
2. WHERE EQUIPMENT CROSSING
WILL OCCUR CONTRACTOR SHALL
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
INSTALL TEMPORARY STREAM
CROSSING (SEE 1/ED-2.0).
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN
3. UPON FINAL COMPLETION OF
CONSTRUCTION, CONTRACTOR SHALL
3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
INSTALL PERMANENT STREAM
STABILIZATION (SEE 2/ED-2.0).
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
74n
01!1 71+50 / 72+00 50
Tc �
LEVATION
U
TEMPORARY SILT FENCE OUTLET, TYP.
(SEE - -1.0)
BIG BRANCH 3Z 7
(1-�PLAN - STA. 66+00 TO STA. 74+19
SCALE: 1" = 40'
(20' FROM CL—DF�,SS) \
EX. 30' PERM ENT
SEMIEV
BZ
D1..0
TE \ PIN 1715087833
M r. EMCK PROPERTIES LLC
\ DB: 13214 PG: 507
74+00
C
MB: 1993 PG: 573
f B
T
—
226 \
57' oI
N
p v
N
T-22 \\� 1
n_
�1 Z
CONCRETE HEAD
14'x6' BOX C RTTS
2
NV-
CONCRET
CP 14'x6' BOX C
ZEMPORAR FENCE, TYP. ��INV-217.
(SEE DETAIL SW-20.01/ED-1.0 \
BI ? \
JDREWS ACQUISITION, LLC
GRAPHIC SCALE
40 0 20 40 80 160
IN FEET )
I inch = 40 ft.
?4n
I
I
I
00-YR FLOOD
LAIN ELEVATION
3 0
235
3 0
235
I
^>
onw
zz"c1
I
v�w
oro o�
230
N 4+
s
a n
z o
230
>>
> > a
-
N--
H
225
�zzz3
I
225
X. SURFAC
171
I
�
I
220
220
REPLA
E IN PLACE EX.
18"
�—
SEVER
WITH 30" SEWER
�
NTISEEP COLLAR
ANTI
SEEP COLLAR
TA. 69+56
215
ANTISEEP COL
R
STA.
68+77
215
STA. 58+
54
225
32' 30" C900
R
210
210
0.94%
AN
ISEEP COLLAR
5.78' 30 C9
ST
. 71+80
249.17' 30"
C900 DR32.5 FVC
O 0.94%
8
.42' 30" C900
DR32.5 PVC ®
3.36%
205
205
REPLACE
EX. MANHOLE
ALONG
kLIGNMENT. U.N.O
200
200
66+00 67+00 68+00 69+00 70+00 71+00 72+00
(2-�PROFILE - STA. 66+00 TO STA. 74+19
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
73+00 74+00 74+50
Public
Sewer Collection /Extension System
The City of Raleigh consents to the Gonna on and axtensi of
the Citys public water system as shown on this plan. The materia
and Conswclion methods used for this project shall conform to
the standards and spe<ifi-i— of the City', Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit #
Authorization h, Cons d
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 rev awed for general compliance with
applicable codes. This limited re and authorization for conshudion is not to
be c-,eid—d to represent total compliance with all legal requirements for
development and canstrvdian. The Prapeny owner, design consultants, and
contractors are each responsible for compliance with all applicable City, St-
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
Contraction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PIANNING20NING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
HIGHFILL
INFRASTRUCTURE
ENGINEERING. P.C.
t:ary, N, 2l—
Tel[phone]
Fax [phone]
W,vw.hieparom
Firm License No. C-2586
-gmeenng is —
pro -"-Service is o passion.
O�
+
PROJECT NO.
RAL1801
SS-1.6

BUFFER DRAWING
SHEET 9 OF 12
MITIGABLE IMPACTS
\ seA BIG BRANCH ZONE 1
Now OR FORMERLY .,'Ih9p261,za\�-� \\. ALLOWABLE IMPACTS
BENJAMIN E GOLDSTEIN 9iR �:` ZONE 2
DEED BOOK: 17070 PAGE: 2316,P \ I
I- BOOK 1964 PAGE 165
(6820 GREYSTONE DR) ` m
72 TONS OF CLASS 2 RIP —RAP, 2' DEEP
c>,`F I FOR STREAM STABILIZATION. INSTALL RIP—RAI nSo $
/
\
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).
\ 7 SUCH THAT TOP OF RIP —RAP MATCHES r ,
PRE -CONSTRUCTION STREAM BED ELEVATION
�IO AND STREAM BANK ELEVATIONS CONTOURSi� EX. 10" SS
\� MANENT
O��� PROPOSED
TSD OO UNDA RBANCEES a\ // E
\ /�
5 INSTALL AERIAL (#ROS NG, SU \ \ / - ffi -
DETAILS S 10, ��SS 1 , S-12,\ / # p CONSTR CTION ENTRAIN
/ S-13,\S-1'k AN Q S-18 \
(115 DEG. C�R(�$�,�,�) \ t
JASON A BRAY \
DB: 161a3 PG: 978 EASEMEN C ECTT�OP
�\ IF: 2011 PG:\ TO OUTFACE RMINE\
I
245
240
235
230
225
220
215
210
198 \ DETAIL S-20.0�9/{.D-1.0)
RALEIGH CITY 0
DF 8476 PG: 1471 30" TREE
PB: 1966 PG 24 to I
PROPOSED 30' P`ERMANEN \
TREE
�
EMO EXISTINGRIAL CROSSING
"411�
,C 6`
q.\s \ \—
_ PORAR`F TT FENCE, TY
(SEE DETAIL SW-20.01 /ED- .0) r`
5 $i
PERMANENT EASEMENT 30' y�
OFFSET FROM PROPERTY LINE \
6•
TEMPORARY SILT FENCE OUTLET, TYR,
{SEE DETAIL SW-20.24/ED-1.0 6
\ \ \ EX. SHE
PIN \ i
I +. 9 THE HTL REVOCABLE
TRUST \ \
DB: 16851 PG: 370 \ \ \ \ \R\
MB: 1994 PG: 164 \
PIN 1715087833
CMLK PROPERTIEDB: 13214 :507
MB: 199 PG: 573GRAPHIC SCALE
l PLAN - STA. 10+00 TO 12+97 40 0 20 40 80 160
SCALE: 1" = 40'
n IN FEET )
1ich= 40 Pt.
245
¢_
3p
d
3�
100-YR FLOOD
z "�
NFLAIN
n
n
o<
Boa
EX. SMH1328
7- 4' DIA.
t?no
N
R
N
..
INV. IN: 22).40
18" (N)d
'
INV. IN: 220
40 15 NE
wln
_
_
EX. GRADE
I,J
it z z z 3
WATERTIGHT FRAAE
& COVER
SEENOTES6,
7, 8
8
NTO
MANHO
ES
30.22' 15" SD
R26 PVC ® O.EE
%
266.58'
5" SD126 PVC
1 0.269
40 LF
THICKNE
ST EL GASIHG
S 0.375" AND
15" RJ
CARRIER
PIPE VIA FUSIB
PVC. EXTEND
CO
_FEIz
CRETE PIERS (S
GTOR
E DETTE-
2,000 P
F SOIL BEARING
CAPACITY AT
9+00 10+00 11+00 12+00 13+00 14+00 15+00
(2_�PROFLE - STA. 10+00 TO 12+97
SCALE 1" = 40'
VERTICAL SCALE: 1" = 4'
240
235
230
225
220
215
210
Public
Sewer Collection /Extension System
The City of Roleigh consents to the connection and extensi of
the City's public water system as shown on this plan. The motedal
and Construction methods used for this project shall conform to
the standards and specifications of the Cilys 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 - PLAINS AUTHORIZED FOR CONSTRUCTION
Plops for the proposed u e hove been re I for general compliance with
applicable codes. This limited ra and authorization for construction is t o
be considered to represent total compliance with all legal requirements fon
development and co s rutsn. The prony owner, design consultants, and
each —ponible for compliance with all applicable City, State
and PoderaI lows. This specific authorization below is not o permit, nor shall it
be co strued 1, permit any violation of City,. or Federal Law. All
C_ho,ch_ must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC
URBAN FORESTRY
SITE ACCESSIBILITY
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
J VCary, NC 2]518u""c
Tel [phone]
Fax [phone]
wxw.hiepasnm
Firm License No. C-2586
Engineenng is o profession.
Se-ne Is o-passion.
PROJECT 110
RAL180
6* S WA

"ff CONCRE H WALL M
8'x7' OX C EVERTS
IN=238.7' /
�TEtHr'ORARY=S ENCE, R.
p�
(SEE.iETAIL!W—F2 . ED-1.0)
PORARY SI FEN
A (SEE DETAIL
\
/3
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 S-27/SD-3.0
10. INSTALL VENT PIPE, SEE DETAIL S-24/SD-2.0.
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).
970
100-YR FLOOD
EX. 8" \ _ ELEVATION
WATERLINE
CONSTRUCTION ENTRANCE ZSEE­09AIL
20.09/ED-1.0) \ E
\ PIN 1716019626
LARRY 8 SUSAN YARGER
DB: 2633 PG: 717
C \ TYP. PG: 98
REPLACE IN PLACE I
15' SEWER WITH 18"
FN EPDXY -LINED SEWER S
o~ Y
_ t PER
�D \ EAS
gg
:_..NO
OUTLET, TYP.
0.24/ED-1.0) nw sr
M
130 TONS OF CLASS 2 RIP —RAP, 2' DEEP
STREAM STABILIZATION. INSFALL Rf�=aw.� " TB x NSTA B DROP ON �3%1 0
THAT TOP OF RIP —RAP MATCHES \ (SEE DETAIL 33 7`M D-1.1
PRE—CONSTR STREAM BED ELEVATION /f
AND STREAM BANK IONS CONTOURS. *`�.X PIN: 1716019867 \
8 CH STOP ER & PAIGE KERAVUORI /
TOP DB: 14735 PG: 523 \
MB: 1970 PG: 83
/It / EX. 8" IS
.f
82 TONS OF CLASS 2 RI -RAP,
2' DEEP AT TOE. GR E BANK
1�s AND SLOPE F STABLE
��R1P-RAP TO PROTECT MH.
a
EX. STREAM (E
d
'PROPOSED 4 /
PERMANENT EASEMEN�
40' ?ERMANENT \
(1�PLAN STA. 10+00 TO 15+13
SCALE: 1" = 40'
GRAPHIC SCALE
40 0 20 40 80 160
IN FEET )
1 inch = 40 ft.
971)
265
<
265
�
wo
_o
mro
w+
mNo
a
v3
Way
260
rn<
--
o r m a p
o
+a? N N o r
o
PLAIN ELEVATION
N_N
z z p
255
zz sow
x�m>>
>a
255
X. GRADE
s��»
z z z z
APPROXI
ATE LOCATION
250
OF EX.
WATERLINE
250
245
245
SEE NOTE
6, 7, & 8
67%
C90
R3
240
240
13101
.88' C900
R
0 LF 30" STEE
CASING MIN. W
LL
THICKNESS
.375") AND 18"
RJ
235
EXTEND RJ
PIPE A MIN. 10
LF
235
9+50 10+00 11+00 12+00 vV'­ 13+00 14+00 15+00 15+50
44 PG 0
/ I — IS
bpbGP
\ M F 1
\SEMENT 13OUNDARY
'.RVES AS LIMITS O \\ x
ISTRUBANE U.N. I \ \
L W
UT/
GATEPOST
01 9��R
C1R0S�SING'r--,/�
\
SEX. TREELINE,
/ �P
DAVIPIN817 �i)�G.
DB: 433 PG: 432
:1970 PG: 83 I
/
WATTLE, TYF. (SEE ETAIL
SW-20.23/ D-1. /
1711028170 /
MELVPIINN & DIXIE KENNEDY
e
DB: 5417 PG: 859
MB: 1970 PG: 83 /
BUFFER DRAWING
SHEET 10 OF 12
ALLOWABLE IMPACTS
ZONE 1
MITIGABLE IMPACTS
ZONE 1
ALLOWABLE IMPACTS
\ \\ \ \ \ \
ZONz
tN
HIGHFILL
INFRASTRUCTURE ENG
RING, P.C.
I Cary, NC 2]518
Tel [phone]
Fax [phone]
www.hiepc.rnm
Public Firm License No. C-2586
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 more,
and Construclon methods used for this protect shall conform M
the standards and specifications of the City's Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit#
Authorization to Constrict
Dote
NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLAINS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been re ewed for general compliance with
applicable codes. This limited re and authorization for construction is ts o
be considered W represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
each responsible for compliance with all applicable City, State
andtrFederoI laws. This specific authorization below 6 not o permit, nor shall it
It. construed to permit any violation of City, State or Federal Law. All
Construction must be m aaoM.— with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICE$
PUBLIC UTILITIES
STORMWATER
URBAN FORESTRY
SITE ACCESSIBIUr
Engineenng is ourprofession.
Se-ne Is o-passion.
W
3
N
O
Ce
Z
O
cd
O
V
(2-')PROFILE - STA. 10+00 TO 15+13
SCALE+ 1" = 40'
VERTICAL SCALE: 1" = 4'
PROJECT 110
IRE A',
SS-2.0

BUFFER
DRAWING
J iY
ALLOWABLE IMPACTS ZONE 1
SHEET
11 OF 12
ALLOWABLE IMPACTS
ZONE 2
,r
PIN LIE 6055861
CONDOM
CEDAR HILL CONDOMINIUM
S�
WOOD LINE, TYR.
BE: 3193 PG: 269
BM: 1983 PG: 1079
23 TONS OF CLASS 1 RIP —RAP, 2' DEEP,
llN
W
W/FILTER FABRIC FOR STREAM
STABILIZATION. INSTALL RIP SUCH
\
N5
—RAP
THAT TOP OF RIP —RAP MATCHES
PRE —CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
\
TEMPORARY SILT FENCE
�•
�310
EX. 30' PERMANENT
try Sr EASEMENT
OUTLET, TYP. (SEE DETAIL
SW-20.24/ED-1.0)
- '
J �.J
. BUILDING
NOTES: 7'q \
1. ALL ONSTRUCTION SHALL ADHERE TOrEXH
IGSTANDARDS
AND PECIFICATION2. CONT CTORS TO K EP ALL SERVICESG CONSTRUCTION.
WHEN EW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
3. INSTA SERVICES TO EXISTING CLEANOUT AT EASEMENT. \\\
4. ALL NEW CLEANOUT IF ONE DOES NOT EXIST. S
5. SEE DET IL S-5/SD-1.0 FOR TRENCH AND BACKFILL. \\
6. CONTRAC R TO CORE DRILL EXISTING MANHOLE TO ACCOMMODATE CONCRETE STEPS
NEW SEW LINE SIZE. PIN 1716055861 AND LANDING
7. CONNECT WEE LINE TO EX. MANHOLE WITH FLEXIBLE PIPE CEDAR HILL CONDOMINIUM
CONNECTOR DB: 3193 PG: 269
8. MODIFY EX. H TROUGH FOR NEW SEWER LINE SIZE. BM: 1983 PG: 1079
9. INSTALL WAT TIGHT FRAME AND COVER WHERE INDICATED, SEE
DETAIL S-27 D-3.0.
10. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
w�
PIN 171/153711
REPLACE EX. 8" SEWER MICHEAL & CARRIE L. FLOOD
DB: 16785 PG: 88
WITH 10" CL 250 DIP W/ BM: 1963 PG: 93
PROTECTO 401 LINING \
130 T OF CLASS 2 R —RAP, 2 P
EX. WALKING PATH. INSTALL APPROX. 700 LF FO REAM STABILIZATION. INS L �R?IPT�—HRA
SUCH THAT TOP STREAM
RIP—R PCGN1 U 1
GRAVEL WALKING PATH AFTER COMPLETING PRE —ES
CONSTRUCTION STREAM B
SEWER CONSTRUCTION. INSTALL FR M AND STREAM BANK ELEVATION 0
ASPHALT PATH (APPROX. STA 2+75) TO
APPROX. STA. 9+50. SEE DETAIL 4 MD-2.0. OSED 3 s�
(93 DEG. CRSNIG�p _� EASEMENT �
REMOVE EX. 4'x16' FOOT BRIDGE. INSTALL WOOD LINE, TYP. (15 FROM CL OF SS)
EX. ME PERMANENT 11Iy
PRE-ENGINEERED MIN. 4'x16' FOOT BRIDGE EASEMENT BOUNDARY
W/RAILING. PROVIDE FOUNDATIONS TO SERVES AS LIMITS OF
SUPPORT AND ANCHOR FOOT BRIDGE. DISTURBANCE, U.N.O
REMOVE EX. CONCRETE PAD
WOOD LINE, P. TEMPORARY SILT FENCE, EDI \
TYP. (SEE DETAIL LAKE �$\�
SW-20.01/ED-1.0)
xs
G o _
0
\ V v L I TR AN E -/ EX BUILDING
REPLACE IN PLACE AND PATIO
\ 9 � GHT EX. 8" SEWER WITH
WATTLE, TYP (SEE DETAIL POLE, TYP. 10" SEWER TEMPOR CO ION
—.k TREE, TYP. SW-20.23/ED-1.0) ENTRANCE (SEE DET
pp
EX. llG�r STREAM CROSS ES:
ss POLE, TYP. 1. F STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND PIN 1116055861
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT CEDAR HILL CONDIMINIUMS ASPHALT
TRANSPORT (SEE 3/ED-2.0). PARKING LOT
DB: 3193 PG 269
2, WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL BM: 1983 PG: 1079 WATTLE INLET PR
INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
\ � 3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL (SEE DETAIL SW-2023,
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0). GRAPHIC SCALE
�� PLAN — STA. 00+00 TO 1 1 +18 �i `° 2° 40 8° 60
SCALE: 1" = 40'
IN FEET )
TRAIL PINES
CT. (PRIVATE)
\\ INSTALL CASING
\r. YVIA OPEN -CUT
EX. 20' PERMANENT
EASEMENT
PIN 1716153569
ALFRED EDISON MORRIS SR 8, DOROTHY BLAKE MORRIS
DR- 9317 PG: 2270
BM: 1963 PG: 93
PIN 1716 53335
MIL BROOK VILE S HOA INC
pI, 15887 1473
M: 200S P 309
-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
SCALE+ 1" = 40'
VERTICAL SCALE: 1" = 4'
4A
HIGHFILL
INFRASTRUCTURE
Tel [phone] I
Fax [phone]
wxw.hieparnm
Firm License No. C-2586
Se-ne Is o-pass on.
PROJECT NO.
RAL1801
SS-3.0

ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 EASEMENT EXPANSION10+00 - 13+50 (BIG BRANCH)129012901406 14062 EASEMENT EXPANSION15+30 - 18+00 (BIG BRANCH)712712733 7333 NEW EASEMENT21+50 - 24+50 (BIG BRANCH)26782678667 6674NON-JUR. STABILIZATION26+00 - 26+15 (BIG BRANCH)190190107 1075 NEW EASEMENT29+10 - 31+00 (BIG BRANCH)14301430330 3306NON-JUR. STABILIZATION31+50 - 31+75 (BIG BRANCH)29429415 157 EASEMENT EXPANSION32+75 - 39+00 (BIG BRANCH)310331031859 18598 SEWER CROSSING0+00 - 1+10 (BIG BRANCH)1330 151148109 NEW EASEMENT45+25 - 55+75 (BIG BRANCH)9847 98471770 177010 NEW EASEMENT56+25 - 58+25 (BIG BRANCH)1566 15662306 230611 SEWER CROSSING 57+25 - 58+00 (SC) 3059 1067 4126012 NEW EASEMENT 61+30 - 68+60 (BIG BRANCH) 5150 51507183 718313 SEWER CROSSING68+60 - 70+00 (SE)617 357 974014 EASEMENT EXPANSION70+00 - 74+15 (BIG BRANCH)948 9481582 158215 SEWER CROSSING10+15 - 11+25 (BIG BRANCH)654 6541737 173716 EASEMENT EXPANSION 10+25 - 14+00 (BIG BRANCH) 1250 12501538 153817 SEWER CROSSING 14+60 - 15+10 (BIG BRANCH) 231 204 435018 SEWER CROSSING 10+35 - 10+80 (BIG BRANCH) 302 83 3850TOTAL:5539 30974 36513 21233 0 21233 0 0PARALLELPARALLEL, 115 DEGREESPARALLELPERPENDICULAR, 94 DEGREESPERPENDICULAR, 93 DEGREESPERPENDICULAR, 105 DEGREESPARALLELPARALLELPERPENDICULAR, 95 DEGREESPARALLELPERPENDICULAR, 103 DEGREESPARALLEL OR PERPENDICULARPARALLEL PARALLELPARALLELPARALLELPARALLELPARALLELPARALLELIMPACTBUFFER IMPACTS SUMMARYSITE NO.SEWER REPLACEMENT, IMPACT REASON STATION (MAP ID)ALLOWABLE MITIGABLEBUFFER REPLACEMENT SHEET 12 OF 12 4/14/2020BIG BRANCH SEWER IMPROVEMENTS WAKE COUNTYRev. May 2006