20200597 Ver 1_Wetlands Drawings 20200410_20200505

PERMIT DRAWIN08 FOR THE
CITY OF RAL EI(3H
BIG BRANCH SANITARY
SEWER IMPROVEMENTS
WAKE COUNTY, NC
CITY OF RALEIGH PROJECT NO. PU94-18
BEGIN PROJECT
O
71
O
WETLAND AND SURFACE WATER IMPACTS PERMIT
o SITE 8
4.
SITE 7
RADCLIFF RD
�FRSE OR 1
tOLLOW,
OR
Prepared In the Office of. Prepared In the Office of.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
GRAPHIC SCALE Fax [phone],II I I I 6ift— ���'
wccense pc.com Vhb50'
25' 0 50' 100' `� � Firm License No. C-2586
NAD 83 VHB Engineering NC, P.C. (C-3705)
PLANS go 940 Main Campus Drive, Suite 500
HIGHFILL Raleigh, NC 27606
INFRASTRUCTURE ENGINEERING, P.C. Engineering is our profession.
Service is our passion.
SITE 10
SITE 9
CEDARW�OOOOD DR
/ END PROJECT

a„0 / INSTALL CONSTRUCTION
ENTRANCE OFF PARKING LOT
(SEE DETAIL SW-20.09/ED-1.0)
\
\ \ PIN 170593355E
CCC CALIBRE CHASE LLC
\
\ \
DB: 15704 PG:929
/
\ \ \
BM: 1988 PG:346
,?
\
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
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.
SEWER WITH 30' SEW NP.)
\ \ a
SEVEN PROPERTIES BDM, LLC JAD PROPERTY, LLC\
\ \ P pSxV
EX. 30' PERMANENT PROPOSED PERMANENT
EASEMENT EASEMENT LINES SERVES A5._
G, / 12_ LIMITS OF DISTURBANCE / V�
— — — — _ CORE DILL EIC H 00"
..[[�� #® PROPOSED 40'
— — — — — — — FOR NEW SS DIAMETER\ L PER MANENT-i`A MENT
—
(2 ROM CL OF SS)
------
\ \\
—
ID45
11,00
\\
0
— 12+
NOTES:-
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
EX. 20' EAS�ME
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
RIP RAP
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
AERIAL CROSSING
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH�a CKF
IS—En-a—n
6. INSTALL WATER TIGHT FRAME-AROVER WHEN MANHOLE IS— —
_
_ TEMPORARY SILT FENCE, TYP.
THAN 3' ABOVE 100—YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
—
(SEE DETAIL SW-20.01/ED-1.0) PIN 1715033465
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
INV=199.36' ��j �.���) /Q
350 SIX FORKS LLC
9Z 7 DB: 14194 PG: 2713
CLEAR FULL WIDTH OF 40' PROPOSED EASEMENT ON THIS SHEET.
/yj// /
W. PG'
220
215
210
205
200
195
190
185
180
9+50
/ \ PLAN - STA. 10+00 TO 17+00
SCALE: 1" = 40'
— WALL
_
PERMIT DRAWING
SHEET 2 OF 12
NO I PACTS THIS SHEET
CALIBRE CHA DR.
�✓ ANS — i � �p 5f
INV. IN=191.40'
CON ROHEA
CONTRACTOR SHALL REMOVE AND STORE
' BOXX ERTS
B
RCR
FE P SHRUBS DURING CONSTRUCTION AND REPLACE
+' NV=19 .25' 6
q IN=198.07' ONCE CONSTRUCTION IS COMPLETE. SHRUBS
FES 18" RCP THAT DO NOT RETAKE AFTER PLANTING SHALL
BE REPLACED BY CONTRACTOR.
INV. OUT=197.01'
ANCH
PIN 1705933559
CCC CALIBRE CHASE LLC
( DB: 15704 PG: 929
BM: 1988 PG: 346
/ w
/ w GRAPHIC SCALE
40 0 20 40 80 160
IN FEET )
1 inch = 40 ft.
220
-
w v
VEI
IT ELEV.
217.3'
I
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i+
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3
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Zn
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INSTALL
VENT (SEE
n
wince
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`� m
100-
R FLOOD
00
w
m °i+
PLAIN
LEVATION
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fir-
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GR
DE
EWER WITH 30"
SEWER (NP.)
22.41� 31
C900 DR32.5
VC ® 0.08E
LREPUCE
EX. MANHOLE
2
4.86' 30" C90C
DR32.5 PVC @0.089,
ALON
ALIGNMENT, U.
.0.
10+00 11+00 12+00 13+00 14+00 15+00 16+00
r2rPROFILE - STA. 10+00 TO 17+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
215
210
205
200
195
190
185
180
17+00
Sewer Collection /Extension System
The City of Raleigh co to
t
o the nne and ex s i of
the CiII public water sntemas shown on this plop. Themaferia
and Construction methods used for this project shall conform to
the standards and specifications of the City', Public Utilities
Handbook.
City of Raleigh
Public Utilities Department Permit #
AWhodzation to Constoid
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 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 all legal requirements for
development and construction. The property owner, design <onsulMnts, and
ontrador, are each responsible for compliance with all applio.ble City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be s rued to permit any violofion of City, State or Federal Low. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STOWWATER
PIANNING20NING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
4A
HIGHFILL
INFRASTRUCTURE
Tel [phone] I
Fax [phone]
www.hieparnm
Firm License No. C-2586
Sernce is ourpassion. '
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PROJECT NO.
RAL1801
SS-1.0

CONTRACTOR SHALL PROVIDE
TEMPORARY FENCING FOR
DOG PARK DURING
CONSTRUCTION ACTIVITIES
/
TEMPORARY CONSTRUCTIO
/
EASEMENT
EX. DOG PARK
EQUIPM ENT
X
EX. IRRIGATION
CONTROL VALVE
��
4a
/a
POWER POLE, CONTRACTOR
SUPPORT OR MOVE TEMPORARILY
-_
DURING CONSTRUCTION OYP.)
i
REMOVE EX. FENCE AS NEEDED STEAM MH
FOR CONSTRUCTION. CONTRACTOR TOP=215.51'
SHALL REINSTALL FENCE AFTER BOTTOM=211.8B'
CONSTRUCTION IS COMPLETE.
STEAM VEN
TOP=�Y4.�4'
STEAM VENT BOTjOMi=210.43'
TOP=214.94'
OM_210.37' STEAM
TOP_n, 3'
BOTTOM=211.
FES 1 RCP
INV. OUT= 10.2 - --I
J RI RAP
EX. FENCE
GAT
DOG EXE CISE „�
TEMPORARY
METAL ST
COVERED BY AMP -
BORE PIT
PIN 1705933559 META POST
CCC CALIBRE CHASE LLC G STUB
(1 O'X30')
DS: 15704 PG: 929 SRI WALL -
BM: 1988 PG: 346 BRICK NCE 7`
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH
RETAINING FEN E /
STANDARDS AND SPECIFICATIONS.
2, CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING
130 LF BORE A J K
DRIV�NAY
CONSTRUCTION. WHEN NEW LINE IS COMPLETE, SERVICES
WILL BE SWITCHED OVER.
/ n
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
RIP RAP
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
N
m
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.
`409 GTE
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
1
SEWER ABANDONMENT
1. PLUG NORTH INVERT IN OF MANHOLE SMH158291.
2. ABANDON EX. MANHOLE SMH117597 (SEE DETAIL
1/MD-2.0) AND REPAIR PAVEMENT.
3. ABANDON EX. 18" SS FROM SMH158291 TO TOE OF
SLOPE. FILL WITH PLOWABLE FILL.
4. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STREAM CROSSING NOTES:
� �\ as � are �� Lre --• \ / / �
�FEA.M +Ak+ss.-�,_,,,- STORM MH _ ���"�• „•� / i PERMIT DRAWING
TOP=215.60' TOP=216.13' �� ""v y' \+. A
SHEET 3 O F 12 Sy tem5ewer Collection /Extension
BOTTOM=210.35' 18" RCP INV. OUT=208.34'
18" RCP INV. IN=210.37' PIN 1705944082 / / '" "• /
CCC ANDERSON FLATS LLCo City oeighmo-ioo ioo
BLOCK WALL DB:17034 PG:1553 NO IMPACTS THIS SHEET of
,„e City. pebR< ­rsst,hi•plpp emetenel
• BM: 2015 PG: 1814 / CURB and Cooarunioo methods used fm asis p,iectsh,ll m�a to
e" TOP= 09.61' mo smodo.ds ooa spo<Ir<otioos of mo City's Nbr<urliti-
/� TEMPORARY SILT FEN P. OUTLET `3 24.• RCP / Hendbook.
Oo 00 (SEE DETAIL SW-20.2 / D-1.0) O Q�
00 op pP� IN 0
UT=205.80'
t o o LITTER o ay of eelelgh
oo® STATION / c� v0 QNpERSO Public utilities DePedmem Pe.mird
p0 fir,= / PIN 1705946355 (50 CljyN OR. / q"Mo.bonon m Construe
0 0 l O p [�O �O HERBERT 8 5013 ETH STEWART R/INJ
O O k ` BM 15 87 PG:519
150 Dote
AT&T BM: 7987 PG: 150
O °s`� / PIN 1705946466
o ACCESS o / �' PROPOSED PERMANENT A D ROBERT & JANE HUBAND )
0o e T&T BO o ��� / TEMPORARY EASEMENTS VES DR: 16878 PG: 566
p o o tt ITS OF DISTURBAN E, BM: 1987 PG: 150
Opp o NREAND R RO JA U.N.O. TEMP Y CON TRUCTION / PIN 1705947505 \
EASEMENT ( ' 5') ROBERT & ELIZABETH SCC
WOOD IDS: 9307 PG: 981 / 40 TONS OF CLASS 1 RIP -RAP, 2' DEEP
DECK RE PIT PROPOSED 4EI BM: 1987 PG: 150 / FOR STREAM STABILIZATION. INSTALL RIP -RAP
oH� �pT' PERMANE EASEMENT / / / CH THAT TOP OF RIP -RAP MATCHES
o d 0 / ,€ 0) 0' FRO CL OF SS) / / PRE-COPI RUCTION STREAM BED ELEVATION
PLANTER / AND STREAM ELEVATIONS CONTOURS.
GAS STA ION• \ SS IRDHOUSE
�z7 /� B RQdK / PIN 1705947626LAC
DAMES BLACK PIN 170594775
FIRE BASKETBALL / IDS: 14175 PG: 2337 CALVIN MCPHAIL 8
o� GFAV� E\ 1y, CG PIT GOAL / / BM: 1987 PG: 15 HELEN W KIRVEN
PIN id0594 R // / DB: 5567 PG: 574 PIN 5947.76
DB- INS & N �.EGELOPM ENT WALL / BM: 7987 PG: 150 / LINDSEY & MA RAINES
DB: 12973/P / 31 `w DB:16949 PG: 0
ROC ILL PLAY EQUIPMENT BM:1987 PG:150
7
Al FUEL / r� " - /,i Z _� BRICK PLANTER WOOD DECK CONC DRIVEWAY
PUMPS // EX. 18 BIRCH=U E ROCK PATH
M. o OCK S� GATE BRICK WALL
PROPANE VACUUM / ` -� s - - - �4t00�� - �-
AIR \INSTALLZ:A
RACK COMPRESSOR SEE W VIA't7PEPL-CUT / ' / STONE STEPS
FOOD SIGNS �,� '/ +, BRICK WALL
FENCE POTENTIALLY ANDONME - _ - Z Z
CONTAAMWATD / / aS+sO_ 7 I
�SQIL-S BOUNDARY/ - _ _ \ - - T DI (3)
CURB INLET ry r ONES )1 (3) 3.66'
q - j TOP=206.83' �� ` \ u� a� p -B �2$.t.�- 6" CPR INV. IN=2
24" RCP INV. IN=202.25'
IRRIGATION s. j<,� GRAVEL
MH__ -ma`s _ _ _-- � 24" IB��99.37' PIPE
X RCP INV. LACE IN PLACE00
-'^-'^- OUT=193.7 EX. 18 ER WITH = ry ��� \?�f sw
1111 INV 1' / 4" CPP INV. _ SO
PIN 170593A3559
CCC CALIBRE CHASE LL?
De: 1570A PG: 929
BM: 1988 PG:3
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
NCRETE HEADWALL
9'x9' BOX CULVERT
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTR
SEDIMENT TRANSPORT (SEE 3/ED-2.0).
/
INV. OUT=
/
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR
,ate
HEADWALL
4: /
SHALL INSTALL TEMPORARY STREAM CROSSING (SEE
�,w
14'x9' BOX CULVERTS
1/ED-2.0).
INV. IN=191.
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR
X
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
/ ,
INSTALL MATTING AND SEED
,
2/ED-2.0).
IMMEDIATELY AFTER INSTALLATION IS
COMPLETE TO PREVENT EROSION.
995
C HEADWALL BI 1
9' Box C
30 SEWER OUT=198.49'
0 0
\�
G BRANCH TEMPOIL
u
(SEE DETAILAIL SW SW-20.01 /ED-1.0
40' PERMANENT \
BENCH
-_
�--
F,'h(h
C..,�K::JJ
PIN 17059AB496 EMENT
o O N u SIX FORKS COMMONS OFFICE CONDO ® K_DAM,
DB: 4043 PG: 386 DETAIL SW-
.3YP. (SEE J
\ DIED FEE DER
9+.0.1
BI E
_=
p
a
m, BIRD BATH
ROCK P H
BIRD FE
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w J IT
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GRAPHIC SCALE
ry
SEE SEWER ABAN8ONM'JJT'�
NOTES 1,2, & 3 PLAN
a a0 0
- STA. 17+00 TO 28+OT
20 40 80
160
NV LOUT=202.48'
�\
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e
IROU DHSE
SCALE: 1" = 40'
IN FEET )
1 inch = 40 fL.
99S
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IJ
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IO
'20
.o
220
W
K
z 3"
100-YR
FLOOD o
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VENT EL
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p
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PLAIN E
EVATION
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INSTALL VENT
SEE
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DETAIL S-24/S
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EX. SURFACE
GRADE
3
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100
BOUNDARY
SHALL BE
INSTALLED WI
H DR32.5
_
200
r g
FUSIBLE
PVC (STA 17+08
TO 21+
8)
EX.
18" RCP STOI
EX, 6" STORM
PIPE
'
„
EX. 24" R
P STORM PIPEEX.
INV. 202.
10SS
INV. 201
77
INV. 203.E
EX. 4" STORM
PIPE
193.4
' 30" C900 DR
.5FUSIBLE
PVC 0 0
® 0 89
195
0
D-
o -2 E_ -
.77'
900 R32.5
rm;3�_
PLACE FX IP"
W
_
iREPLACE
25 LF 4
STEEL CASING
MIN. WALL
IN
130 LF
BORE AND JACK
W 42" STEEL
125 LF e
RE AND JACK W
42" STEEL
THI
KNESS 0.375")
ND 30" RJ
SEWER WITH
30" SEWER TY
.
K
E. 8
~ `o n - 3 m
'a m _
90
CASING (MIN.
„
WALL THICKNESS
0.625") AND
CASING (MI
. WALL THICKNE
S 0.625")PIPE
AL
NG ALIGNMENT, U.N.O.
EXTEND RJ
PIPE A MIN. 10
LF OUTSIDE
190
SEE DE
VIA
IL 33-22 & 33
FtI515LE eve
23 MD-1.0
-
Of
v .2 o E
EXT
ND FUSIBLE PVC
A MIN. OF
33-2
/MD-1.0)
CL-
20
F BEYOND CONTAMINATED
SOIL
333.94' 30" CGDO
DR32.5 FUSIBLE
PVC ® 0.1
%
CONTRACTOR
SHALL
INSTALL ANTI-F
TATION
(z)@
Z
8 -
a
_
ONTRACTOR SHALL
INSTALL ANTI -FLOTATION
MEASURES F
R PIPE IN
TAL(
-
o `
d o
= E
80
2
+00 TO 26+15,
SEE DETAIL 2/
D-2.0.
185
0
O -
8 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 LE - STA. 17+00 TO 28+00 NOT ALL CONSTRUCTION SHALL ADHERE TO CITY OF
enni r. _ nn RALEIGH STANDARDS AND SPECIFICATIONS
°
HIGHFILL
INFRASTRUCTURE
ENGINEERING. P.C.
1a1y, NI 11-
Tel[phone]
Fax [phone]
wulw.hieparnm
Firm License No. C-2586
tngmeenng 1s oorprPm-on.
Se- Is ourpassion.
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PROJECT NO.
RAL1801
SS-1.1
VERTICAL SCALE: 1" = 4'

IRON RAIL FENCE�/
EX. 4" SS \ / \ _ O
GATE ALL GOAL BRICK / TEMPO RY SILT FENCE \tea
OUTLET, P. (SEE0) DETAIL /
CONC PAD N 1 WOOD PICK NCE SW-20.24 D
27+50 m BZ 2 ® \y``CGATE/
IN 1705959107
0 0 °oo ,4 to DUNCAN RE AND GUTTER R.
t ° �+ -g DB: 1249 :855 EE DETAIL T-10.
_ 9+r M: i �Q j2 B1987 PG: EX. 4" SS
INSTALL 30" SS TOPINLET
R607 13'
:•_ \ \ / \\ \ \ 1 RIP -RAP, 2' DEEP RCP INV. IN=203.63'
FOR S EAM STABILIZATION. INSTALL RIP -RAP /lO RCP INV. OUT=203.62'�
vt - SUCH T T TOP OF RIP -RAP MATCHES
PRE CON UCTION STREAM BED ELEVATION CURB INLET
ti ® AND STREA BANK ELEVATIONS CONTOURS. TOP=207.06'
15" RCP INV. IN=203.63'
EX. 40' PERM, \ ���\\\\\\\\\ �� 15" RCP INV. OUT=203.53 �'\\
PIN 1705949886 \ EASEMENT \ �� \ \\ \ \ INSTALLVIA AS14
- BZB MAGAN \ \ \ _ 3jx \ \111 \I CUT CONSTRUCTION ENTRANG&TYP.
BARNARD, GRAYSON \ PIN 171505OA56 (SEE DETAIL SW-20.09/EU-1.0)
DB: 16901 PG: 2017 SEE SEWER y 0 EX. EASEMENT LINE HARRY DEHART & EUI BETH DEHART PROPOSED 40'
1 2 PG:354 ABAND IBz T NOTES \ SERVE AS LIMITS OF
DB- 16952 PG:2225 PERMANENT EASEMFN �
DISTURBANCE, U.N.O. BM: 1964 PG 159
PIN 17059499 \ \ � \ �� M � 0
+ PERMIT DRAWING
7- SHEET 4 OF 12
NO IMPACTS THIS SHEET
IG51 U NLLO / & 'z-
E TILLO
6Z;� 1 77 1� t �g I,- A �
8 PG 54 / I 4r� & / \
CURB IN t
TOP= 07' /
12 P INV. 1 204.14'g
IN G
u NOTES:
1. ALL CON RUCTION SHALL ADHERE TO CITY OF RALEIGH
r1NV. 3.98'JJ STAND S AND SELQNS.
10 INV =2 �.93K
' 2. CONT ACTORS TO KEEPEP ALLALL VICES ACTIVE DURING
—B E DnwD ROBERT y� \ CO TRUCTION. WHEN NEW LINE COMPLETE, SERVICES WILL
\ \ REPLACE IN PLACE EX. 18" / i
BROYLE TF YOUNG \ / / SWITCHED OVER.
B: 17461 \ SEWER WITH 30" SEWER J / c/ / 3 INSTALL SERVICES TO EXISTING DOES U7 AT EASEMENT.
N nl5osoo2a \ ��\ �.9 (ryP) EX. 10 CP / INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
DB: 2 2 PG: Sot — w✓ _ _ �r / 5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
— / 6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE I
BM: 19 PG: 12 Z r. J
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
33+ 3 / / / PHA RIVE AIR b / 7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
TAIL 3/SD-1.0)
g,CA F�Wi i ROCK C M'DAM, P. (SEE
I (Sp C1N DETAIL S 2 -1.0)
\ \
L PIPE
rF w YFe
I � \
GRAPHIC SCALE
40 0 20 40 BO 160 t
( IN FEET )
1 inch = 40 It
\A
CURB I ET
TOP= 0.13'
15" CP INV,=205.62'
PIN 1705959751
CITY OF RALEIGH
DB: 8475 PG: 901
El 1968 PG: 54
\ SEE SEWER
\ ABANDONMENT NOTES
\ LANDSCAPED
\ AREA
\ a
\
F
1�4 R INV. T=203.11' SEWER ABANDONMENT
1. REMOVE EX. 111" SS AS REQUIRED FOR CONSTRUCTION.
/ / I PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
l
STREAM CROSSING NOTES:
1. FO ALL STREAM CROSSINGS, CONTRAe'F6R SHALL UTILIZE
TEMPORAR ET FEN TYP. / DAM AND PUMPING AS IN ��Y TO PREVENT DOWNSTREAM
(SEE D AIL SW-2 1/ED-1.0) 4" SEDIM T TRANSPO� E 3/ED
DEED EASEMFJd� ( 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
�.+ 9F"Ml'STURBANCE, U.N.O. ANDREW & ATATTERSA 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 It STALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.0).
--------------
01 2
(1_�PLAN - STA. 28+00 TO STA. 38+00
- \ SCALE: 1" = 40'
775
120
220
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100-
R FLOOD
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PLAIN
ELEVATION
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SURFACE
GR
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�05
EX.
15" RCP
205
IN
20376
,0C
X. 15'
RCP
EX.
12" RCP
200
REPLACE IN
LACE EX. 18"
PIPE
STO
M PIPE
SEWER WITH
0 SEWER TYP.
195
95
124.53' 30" 1,900
DR32.5 P
C ® 0.08%
72.52' 30"
C900 DR32.5 PVC
® 0,08%
ALONG
ALIGNMENT, U
N.O.
84.59'
0" C900 DR32.
PVC ®0.08%
XTEND RI
225.55' 30'
C900 DR32.5
VC ® 0.08%
190
30 LF 42"
STEEL CASING
IN. WALL
190
THICKNESS
0.375") AND 30
RJ CARRIER
A MIN. 10
LF OUTSIDE CASING.
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'
36+00 37+00 38+00
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 con—dion is not to
be considered to represent total compliance with all legalrequirements for
development and construction. The properly owner, design c sul-U, and
contractors ore each responsible for compliance with all applicable City. State
and Federal laws. This specific auth,ri-i- below is na permit, nor shall it
be conserved to permit any violation of City, Stateor Federal Low. All
Consemclion 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
NOT 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. Themaa
and Construction methods used for this preiece shall conform tor
the standards and specifications ofehe City's Public Utilities
Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Consto d
Date
a
HIGHFILL
INFRASTRUCTURE
Tel [phone] I
Rex 919-882-9762
—hiepacem
Firm License No. C-2586
Se— so-passon.
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PROJECT NO.
RAL1801
SS-1.2

<m BET
8 BRANDY SCHROEDER 1 ST RY WOOD
FRAM BUILDING
\ FES 24 CPP
BE
/ INV. OUT=8.85'
24" CPP . ARNl
'
PIN 1]05958648LAMES8DONNA TAYLOR
IMPACTS IN
SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
\ SS, (SE DETAIL WOOD PICKED
K �a33-11 D 1.0) rr,CE o, t➢,�y�
G.`✓ f�J Jt Jt F`
/ W
STEVEN, JENNY BARAN
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH
'" PRE -CONSTRUCTION VATION
AND STREAM ELEVA IONS CON TO
33-11 -1.0)
SPECIFICATIONS.
.�
��11"
CMP INV. IN= 05.05'2.
CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION. WHEN NEW
SEWER ABANDONMENTGRAPH�C
LINE IS COMPLETE,SERVICES WILL BE SWITCHED OVER.
1. REMOVE EX. MANHOLE SMH119890.
SCALE
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
2. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG
REROUTE EX. SERVICES TO MH, 40
0 20 40 80 160
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
PIPE END WITH MINIMUM 2' CONCRETE PLUG.
REPAIR CURB AND GUTTER (SEE
5. SEE DETAIL FOR TRENCH AND
3. ABANDON EX. MANHOLE SMH128159 (SEE DETAIL 1/MD-2.0)
DETAIL T-10.26.1/TD-1.0)
ER TIGHT
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3'
FRAME WHEN MANHOLE
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 �� PLAN — STA.
38+00 TO
STA. 46+50 3
c IN FEET )
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
PIPE END WITH MINIMUM 2' CONCRETE PLUG.
SCALE: 1" = 40'
1 inch = 40 ft.
230
w >0
230 230
225
220
215
210
205
200
195
190
38+00
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100-YR FLOOD
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216.9'
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PLAIN ELEVA
ON
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INSTALL VENT
DETAIL S
SEE
- -
S-24/SD
2.0)
GRA
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[g-ACE
IN PLACE EV(T-YP.)
R WITH 30" SEWER.30
C9 00 DR32
5 PVC 0 0.0188.89'
30"
900 DR32.5 P
157.1
30 C900 DR
2. V
ALIING
ALIGNMENT,
.N.O.
35 LF 42" STEEL
CASING (MI
WALL
CARRIER PIPE
IA FUSIBLE PVC.
EXTEND
RJ PIPE A MIN.
10 LE 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 consents to the connection and extension of
the City's public water system as shown on this plan. The materia
and Construction methods used for this pmiect shall conform to
the standards and specifications of the City's Public Utilities
Handbook.
City of ROIeiBh
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
Plops for the proposed use have been re ewed for general compliantt with
applicable codes. This limited re and authorization for construction is not to
be considered to represent total compliance with all 1e9a1 requirements for
development and constry tion. The property owner, design c sultonts, and
each responsible for compliance with all applicable City, State
and! Federal lows. This specific authorization below is n a permit, nor shall it
be c pre d to permit any violation of City, Stateor Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
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
(3_�PROFILE — STA. 00+00 TO STA. 01+44
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
0
HIGHFILL
INFRASTRUCTURE ENGIN I
Fe 19-481-2
Fax [phone]
wxw.hie
Firm License No. No. C-
C-2586
Sernce fs ourpassion. '
PROJECT NO.
RAL1801
SS-1.3

PERMITDRAWING
SHEET
TEMPORARY IMPACTS
SURFACE WATER
6 OF 12 IMPACTS IN EX 30' PERMANENT
EASEMENT
SURFACE WATER
210 TO OF C — DEEP
FOR STREAM ST RATION. INSTALL RIP —RAP CIPP APPROX. 260 LF Z
SUC AT TOP OF RIP —RAP MATCHES OF EX. 18" SS. i /
PRE— STRUCTION STREAM BED ELEVATION /
OR'
BOpR� RI"
0
_ gZ T
_
STREAM CROSSING NOT
1. FOR �STRIAIl SINGS.CONTRACTOR SHALL UTILIZE DAMS AND
PUMPSARY TO PREVENT DOWNSTREAM SEDIMENT
TRAN/ED-2.0).
2 WHEALL TEMPORARYPMENT CSTOREAIMGWILL CROSSONGCUSEE 0INTEDACTOOR SHALL
( / )
uPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
NOTES
1. ALL CONSTRUCTION SHALL ADHERE TO CI OF RALEIGH STANDARDS AND
SPECIFICATIONS.IN
2. CONTRACTORS TO KEEP ALL SERVICES ACTIV DURING CONSTRUCTION. WHEN NEW LINE
IS 3 INSTAO PLETE ,SERVICESR TIOEEX STIN WILLBC EANOUTD OV SEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIS .
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACK L.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MA OLE IS LESS THAN 3' ABOVE
100—YR FLOOD ELEVATION, SEE DETAIL 5-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
'
\ STREAM BANK ELEVATIONS CONTOURS. SITE / gZ 3 / _ 1 RARRE17 SQUARE CONDOMINIUMS
R INLET �� � _ CIPP�VPROX. 330 LF
\ OP= . 5' '� '+\ QF EX. 1 SS.
S C II t /E t S t
EX. 4" SS
EX. 4" SS
/er
/ SHED
REPLACE IN PLACE
EX. 18" SEWER WIT
30" SEWER (TYR
/
CONC
+e r
11111110
z
4,=��Bs= ��m._ 3� ewer o ec Ion x ens on ys em
OF . 18" . . LF The City of Raleigh consents to the conmeei O and extensionotof
OF EX. 18" SS. 'L the City', public water system as shown on this plan. The m
and Construction methodsused fLthis ity'eP.blk conform Coro
the standards and specifications of the City's Public Utilities
BIG BRA 6 _ _ / Handbook.
R Z City of Raleigh
Poblic Utilities De rf—t Permit #
\ gZ � je/ 'i_ Date uct
LT FENCE, �g.
�0.01 /ED— 1 eaf�OTB--fTm is / m NOTE: ALL CONSTRUCTION SHALL ADHERE TO CITY OF
9' ^ +re `eoTe� • ^" RALEIGH STANDARDS AND SPECIFICATIONS
CONCURRENT REVIEW APPROVAL
TE ARY+,SILT OUTLET, TY� � � �
(SEE D SW-20. .0) - _ CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
w sr
Plans for the proposed have been re awed for general complionm with
applicable codes. This limited re and auth.rix.ti— for -r,hodion is not to
ENT AND TEMPORARY
\ EASEMENT LINES SERVE AS o \\
T L LIMITS OF DISTURBANCE
\ PERMANENT EASEMENT �\ I \��241-- �5—r� ^ r
q INSTALL OR P ON EX. \ -,, (30' FROM CL OF SS) SQ"SD
\ 8" SS, (S E DETAIL \ \ Sp
CASING
r
MIN
\
\ 33-11 MD-1.0)
*,c
STEPHENS CENTER INC THE
1
STEVEN & JENNY BARAN
\
\
\ \
OWNERS ASSOCIATION
1
\
INC
\ al
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
�\ '7'
\
GRAoPHIC S L\ �\�
- b
ao o
eo so
\PLAN - STA. 46+50 TO STA. 57"+00
SCALE: 1= 40'
IN FEET )
1 inch = 40 It.
rl-
be considered to represent tot--pliance with a111e9a1 regairements for
development and conxh.dion. The property owner, design consaltonts, 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 ca —d to permit any violation of City, State or Federal Law. All
Construction most be io aaordance with all Local, State, and Federal Rales and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
URBAN FORESTRY
SITE ACCESSIBILITY
3
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EX
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SURFACE
O
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225
of "
RE
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225
-YR FLOOD
V ON
N UIKZZZ
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220
ter' ., z
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REMOV
EX.
'15
215
210
210
REPLACE IN PU
CE EX. 18"
SEWER WITH
30" SEWER
A
IGNMENT, TYP.
205
205
REPLACE
ALONG AL
EX. MANHOLES
GNMENT, U.N.O.
188.28'
30" C90
DR32.5 PVC
0.08%
200
220.20' 30"
C900 DR32.5
VC 4 0.08%
'
200
IX
90.39'
0" C900 DR32.1
PVC ® 0.087
114.
1' 30" C900 I
R32.5 PVC O C.08%
68.59' 30" C9
0 DR32.5 PVC
0.08%
55 LF 42 STE
L 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:INFFRINr. P r
TeI 9'li 481-4842
Fax [phone]
-hiepo.cem
Firm License No. C-2586
—ree,,,,y r> w. N.r.,— 1 I
Se— Is o-ps-on.
0
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PROJECT NO.
RAL1801
SS-1.4

\ 1
PERMIT DRAWING
SHEET 7 OF 12®��
3
TEMPORARY IMPACTS
IN SURFACE WATER
BARRETT SQUARE CONDOMINIUMS
\
ti
CONCRET HEADWALL
BOX ULVERTS
az Z/
NV­,209�3"'
_ gti T
RIP
_ASSUMED BURIED
_AFhLOCATION
7 n_
TEMPORARY SILT FENCE OU , nP.
ROPOSE � /
PERMA
(SEE DETAIL -1.0)
(30' f
40
235
230
225
220
215
210
205
200
57+00
�1/ /, /, �N/7/51///
EWER INVESTIGATION NOTES: / CHAIN LINK FENCE 8/ /
AFTER FLOW IS ON NEW EWER ALIGNMENT, CONTRACTOR SHALL CCTV TEMPORARY CONSTRUCTION
SEWER BETWEEN EX. M S SMH149072 AND SMH152568 AND LOCATE SEE SEWER
EASEMENT.
BURIED MANHOLE. START CCTV AT SMH149072 AND PROCEED UPSTREAM. ABA
SUBMIT CCTV DATA T OWNER. RETAIN EX. MH FOR
OWNER WILL DIRECT CONTRACTOR FOR S R R HABILITATION OF EMERGENCY USE
MANHOLE AND SE R.
/ / r $4 RA ( .
IT
SEE SEWER] a
t INVESTIGATION NOTES
?AO
/ N;TACL�AS
CHAIN LI ly/
b
60+00
fER ROAD
AIL
AS
CHAIN LINK FENCE Ll ITS F D11 E-E
i L ITS OF DISTURBANCE, U. .
/ 1 PLAN - STA. 57+00 TO STA. 66+00
SCALE: 1" - 40'
CANE ANDREWS ACQUISITION, L c ��%
WYYf1 30' vNi
PrANEWT-EASEMENT'
(20' FROM CIE �-
66 00
R I'V sr
- �21J5 MT / II
EX. 30' PERMANENT
OR T E SEM — EASEMENT
Public
z
o =
SEWER / / �— TEMPORARY SILT P.
o
; 22
u
IDONMF�NT (SEE DET
-20.01 /ED-1.0)
'6'
� z
SEWER ABANDONMENT
G d
EMOVED EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
a
BLOCK '"'
WITH MINIMUM 2' CONCRETE PLUG.
AR Y CONSTRUCTION
2. REMOVED EX. 10" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END
S ENT LINES SERVE AS
WITH MINIMUM 2' CONCRETE PLUG.
= o =
I S OF DISTURBANCE, U.N.O
3. REMOVE SECTION OF ABANDONED GRAVITY SEWER FROM STREAM. ABANDON
.3 b
A MINIMUM OF 5' BEYOND TOP OF BANK. PLUG PIPE END WITH MIN. 2'
z
S WOOD DECK
CONCRETE PLUG
O
o 8 0 2
NOTE 2
SMART DISH
(PEST CONT
NOTES:
_-4—ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
>
„
_ a
m
METER RACK
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
D
d
D
- a o
v d a o
m
WHEN NEW LINE IS COMPLETE, SERVICES WILL BE SWITCHED OVER.
O
/ SMART DISH (2)
3. INSTALL SERVICES TO EXISTING CLEANOUT AT EASEMENT.
Q
r
'o o -; ; A
(PEST CONTROL)
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
w
-
- v o a
METER RACK
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS
j
O
e
SATELLITE DISH
THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
`a o
SATELLITE DISH
5-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL 5-24/SD-2.0.
N
a m
EX. 10" RCP
z
g
r @ p
--SMART DISH
(PEST CONTROL)
a E `o
PIN 1111170038
AVONDALE RALEIGH, LLC
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
U
Z
-
o o f a
9
=o
DB. 157521 PG: 801
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
O
BM: 2009 PG: 7'2
TRANSPORT (SEE 3/ED-2.0).
0
m _ o
TERANSPORMER E / "`
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
E p v c o
— _
,e INSTALL TEMPORARY STREAM CROSSING (SEE 1/ED-2.0).
u
3` UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
2-
-CONC WALK GRAPHIC SCALE
INSTALL PERMANENT STREAM STABILIZATION (SEE 2/ED-2.0).
- o o u
40 0 20 40 80
160
NOT ALL CONSTRUCTION
SHALL ADHERE TO CITY OF
( IN FEET)
RALEIGH STANDARDS AND
SPECIFICATIONS
1 inch = 40 ft
0_
DETAIL S-24
S2.
K
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EX. SMH5256
0
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_
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- - -
EX. SURFACE
Fj
V.
EWER WITH 30"
(nP.)
5 LF BORE ANE
JACK W 42" STEEL
CAST
%IMI (.(WALL V&L
KNEI66N(IM57)6
q
459.09' 30"
900 DR32.5 FU
IBLE PVC 0 0.5
%
(
E DETAIL 33-22
& 33-23/MD-
.0)
0 DR32.5 PVC
°
REPLkCE
EX. MANHOL
S
184.65
30 C900 DR32
5 PVC 0 0.08
ALONG
ALIGNMENT, U.N.D.
60 LF 4
STEEL CASING
MIN. WALL THIC
NESS
PVC. EXT1 i©
MTEMff RJ NRIW.E 1
NM1 N.OW0S16E
LTIE
58+00 59+00 60+00 61+00 62+00 63+00 64+00
2�PROFILE - STA. 57+00 TO STA. 66+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" 4'
65+00
230
225
220
215
210
205
200
66+00
-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
Te1919-481-4342
Fax [phone]
w�vw.hi"' "
Firm License No. C-2586
Service is ourpassion.
PROJECT NO.
RAL1801
SS-1.5

SITE 5 -
PROPOSED PERMANENT
EASEMENT LINES SERVE AS
LIMITS OF DISTURBANCE
m /
PERMIT DRAWING
SHEET 8 OF 12
�EX. 16" ss \ IN
SURFACE WATER
TEMPORARY IS
0' I KANE ANDREWS ACQUISITION, LLC ~� CURB INLET
TOP-229 66'
i
i
�I
68+00 0 q+nn§
SEWREPLACE EX. 18"
ER 0" SEWER
ltiry ROCK K DAM, FYI. (SEE
mfv DETAIL S .08/ED-1.0)
\ \ 1715077778
n5T ALBANS LDINGS L C-
KANE ANDREWS ACQUISITION, LLC I \R INV OUT=225.59' I� �`` IMPACTS IN
\ ; SURFACE WATER
TEMPORARY WETLAND
RIP RAP IMPACT
METAL
µ I i1NTl-SEEP COLLARS, TYP. I � PROPOSED 40' ec FENCE
EE DETAIL 3/MD-2O) �yy���� \ .1i `� ( PERMANENT EASEMENT C TION ENTRANCE (SEA
(20' FROM CL­-OF-SS)
EX. 30' PERM ENT
ASEM
f /T/1 T1 0 T/ - 72+00 50 73+00 Bz'2 74+00
DB: 16 9 BZ 1—
M:1998 PG:1449
BZ
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY ANDARDS AND
M,—M,_ _ _M,_n„—.,_
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
_ T _
BE LEVATION = s3a
U .
TEMPORARY SILT FENCE OUTLET, TYP.
(SEE - -1.0) FENCE,
(SEE DETAIL SW-20.01/E
BIG BRANCH 3Z 7
eti
•�'J. 8Z I)ANEANDREWS ACQUISITION LLC
(1-�PLAN — STA. 66+00 TO STA. 74+19
SCALE: 1" = 40'
� w
/
d
�15087833
I
TE \ PRY
EMCK PROPERTIES LLC
\ DB: 13214 PG: 507
C
T
RUL
226 \
01
MB: 1993 PG:573
N
o.
INV
T=2222. \\�
no` N
CONCRETE HEAD
14'x6' BOX C RTS
1
INV=221.23'
INV=
._. 14'x6' BOX C 1
TYP. �'IINV=217. \
D-1.0
BI ? \ t1
GRAPHIC SCALE
40 O 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
>>
—
N--
H
225
�zzz3
I
225
X. SURFAC
I
�
I
220
220
JMPAC
REPLA
E IN PLACE EX.
18"
�—
SEVER
WITH 30" SEWER
�
NTISEEP COLLAR
ANTI
SEEP COLLAR
TA. 69+56
215
ANTISEEP COLL
R
STA.
68+77
215
STA. 58+
4
225
32' 30" C900
R
210
210
0.947.
AN
ISEEP COLLAR
5.78' 30 C9
ST
. 71+80
249.1 T 30"
C900 DR32.5 FVC
O 0.94%
8
.42' 30" C900
DR32.5 PVC ®
3.36%
205
205
REPLA
E 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 canna on and axtensi of
the CiI public water system as shown on this plan. The materio
and Conswclion methods used for this project shall conform to
the standards and spe<ifimtions of the Ciry's Public Utilities
Handbook.
City of Raleigh
Public Utilities Deportment Permit #
Authorization to 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 reviewed for general compliance with
applicable codes. This limited re and authorization for conshudion is not to
be considered 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
Constmction must be in accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PIANNING,ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
HIGHFILL
INFRASTRUCTURE
F—INFFRIhir, Pr
Tel [phone]
Fex 919-882-9762
Wrvw.hiepalnm
Firm License No. C-2586
—„—,y—.. I
Service is o-passion.
O�
+
PROJECT NO.
RAL1801
SS-1.6

PERMIT DRAWING
SHEET 9 OF 12
`-� TEMPORARY IMPACTS
BIG BRANCH \ IN SURFACE WATER
�
NOW OR FORMERLY IMPACTS IN
Ot 'I �6 'L
BENJAMIN EGOLDSTEIN 9Rev �,�1°,Laj1 �' t �� \ /� SURFACE WATER
DEED BOOK: 17070 PAGE: 2319J? \
PLAT BOOK 1964 PAGE 165
So.
(6820 GREYSTONE DR) O'
F p \ 72 TONS OF CLASS 2 RIP -RAP, 2' DEEP
c>p, I FOR STREAM STABILIZATION. INSTALL RIP -RA\
/
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 �Cag / {
�IO AND STREAM BANK ELEVATIONS CONTOURS. _A ��\ g p� EX. 10" SS / / Je
\� O�O� \ �\ \ `\ \� MANENT
SOLIM TSD OO UNDA RBANCEES a
y / INSTALL AERIAL (#ROS NG, S \U \ -/ �-
6 DETASL513�So 1 d', N S-118\\ � a CONST\R {CTION ENTRAN�CE�(SEE I ffi
PIN: 1]150 ]231 \ \ \
JASON A BRAY
DR, 161a3 PG: 978 EASEMENT F ECTT��(
/ PB: 2011 PG:\ TO OUTFACE MII�
245
240
235
230
225
220
215
210
-PHd�'fi4y 198 \ DETAIL S-20.0�9/{D-1.0)
RALEIGH CITY 0
DE
8476 PG: 1471 30" TREE
PB: 1966 PG 24 t� I
r'+, PROPOSED 311' P`ERMANEN \ y I\ I /ffi
0 -� EASE \t\k\ e\ I
TREE
��
\g\ \ EMO EXISTING R
RIAL CROSSING \
i \ \
40" TR E
"\--- - - - - --
- -�
— - -- -��/� - --
_ PORAR`F TT FENCE, TY
(SEE DETAIL SW-'20.01/ED- .0) r`
PERMANENT EASEMENT 30' y�
OFFSET FROM PROPERTY LINE \
TEMPORARY SILT FENCE OUTLET, TYR,
{SEE DETAIL SW-20.24/ED-1.0 6
\ \ \ EX. SHE
\ i
I +. 9 THE HTL REVOCABLE TRUST \ \
DB:16851 PG: 370 \ \ \ \ \R\
MB: 1994 PG: 164 \
PIN 1715087833
CMLK PROPERTIE ffi
DB: 13214 :507
MB: 199, PG: 573 I
GRAPHIC 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
e�
0
in
f
n
o<
Bo37
a
pN
h
0
N NILL
EX. SMH1328
7- 4' DIA.
N
..
INV. IN: 22).40
18" (N)d
'
INV. IN: 220
40 15 NE
EX. G
ADE
WATERTIGHT FRAME
& COVER
SE
E NOTES 6, 7, 8
8
PIPE
INTO P
MANHO
ES
30.22' 15" SD
26 PVC ® 0.6
%
266.58
5" SDR26 PVC
0.26%
40 LF
THICKNE
EL
S 0.375" AND
15" RJ
CARRIER
PIPE VIA SIB FU
0
PVC. EXTEND
CASING.
CO
CRETE PIERS (S
HALL
ITS-
E DE
VERIFY
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 Raleigh consents to the conne on and ­­000f
the City's public water system es shown an this plon. The m-H.
and Construction methods used for this project shall conform to
the sm ndards and specifications of1he City's Public Utilities
Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorizotion to Construct
Dm
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 ewed for general compliance with
applicable codes. This limited re and authorization for construction is ii o
be considered to represent total compliance with all legal requirements for
development and co s rutsn. The prony owner, design consultants, and
h -ponible for compliance with all applicable City, State
ondireach-
Federal lows. This specific authori-tion below is not permit,. permit, nor shall it
cotrue be s d to permit any violation of City, State or Federal Law. All
Const-tion — 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 27518u""c
Tel [phone]
Fax [phone]
wxw.hieparnrn
Firm License No. C-2586
Engineenng is o pmfession.
Se-ne is o-passion.
W
ULj
to
W
1
O
J
O
J
Q
D
a
PROJECT 110
RAL180
6* S WA

100-YR FLOOD
ELEVATION
/ EX. WATERLINE
/r l CONSTRUCTION ENTRANCE (SEE ­DETAIL
\ 20.09/ED-1.0)
\ PIN 1716019626
LARRY & SUSAN YARGER
Ff
DB: 2633 PG: 717
#.110.I \ I r TYP PG 98
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 SMH 119723. 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).
w
CONCR�E H DWALL
a
8'x7 OX C LVERTS
//B
TEIv}PORARY+ INCE, TYP. J
(SEE, DETAIL �W-20. ED-1.0)
/ TQMPORARY SI FEN
py77. (SEE DETAIL
�O
/3
97n
SITE 7 6�
REPLACE IN CE I
15' SEWER WI 18" ffi
EPDXY-LIN D S ER /
0 5
82 TONS OF CLASS 2 RI -RAP,
!ry 2' DEEP AT TOE. GRADE BANK
S AND SLOPE FPIR STABLE
.DRIP —RAP TO PROTECT MH.
E
EX. STREAM (i �\ \
L
'PROPOSED 4
PERMANENT EASEM EN\
I
/SITE '8\,
/ y9A P 0
/ EX. 12" SS
p
\ \ Y
40' PERMANENT \
p` \
�SEMENT �OUNDARY
RYES AS LIMITS 0
STRUBAN�E� U.N. I \
GATEPOST
EX. 5" SS-
��
'EX TREELIKE,
/ �P
PIN 17 018987
DAVID 8 URIE PARKER
DB: 4PG:432
19]0 33 PG:83
_
WATTLE, Tl'P. (SEE ETAIL
SW-20.23/ D-1. d• /
.o --� /
MELPIN 11160211]0 /
VIN & DIXIE KENNEDY
DB: 5417 PG: 859
MB: 1970 PG: 83 /
STREAM STABILIZATION. INS�AtL R�==�'"`� Te NSTALL DROP ONBSp,
THAT TOP OF RIP —RAP MATCHES (SEE DETAIL 33 L/M D-1.0/
PRE—CONSTR STREAM BED ELEVATION " /
AND STREAM BANK IONS CONTOURS. F �` r
8�'� z PIN: 1716.19867 \
CH STOPHER & PAIGE KERAWORI /
TOP DB: 14735 PG: 523 r\
g -- MB: 1970 PG:83
EX. 8" SS I \ /
EE PLAN - STA. 10+00 TO 15+ 13
SCALE: 1" = 40'
GRAPHIC SCALE
40 0 20 40 80 160
IN FEET )
1 inch = 40 1t.
970
265
a
265
z "
v
N
�
�o
ins
w+
wt;
a
z3
260
+m N
a
�
d
260
nzz
�r
ro_o a�w
Na
C)C)
it
E1
�r ma o^lr
00-YR_
=}NNN
.. rZj
o
+m N N o F
PLAIN ELEVATION
��N
z z p
255
,1 zz zpw
>>>a
255
X. GRADE
zz zz
APPROXI
ATE LOCATION
250
OF EX.
WATERLINE
250
245
245
SEE NOTE
6, 7, & 8
55 PIPE
67%
90
R3
240
240
0
.88' C900
R
0 LF 30" STEE
CASING MIN. W
LL
M
NHOLE _
THICKNESS
.375") AND 18"
RJ
235
RJ
PIPE AXIGIDWD 11iBJ
LIFIP,&UASI®HJ.CADI
235
9+50 10+00 11+00 12+00_111-1 ­1111- 13+00 14+00 15+00 15+50
PERMIT DRAWING
SHEET 10 OF 12
TEMPORARY IMPACTS
IN SURFACE WATER
IMPACTS IN
SURFACE WATER
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
I Cary, INC 27518
Tel [phone]
Fax [phone]
www.hiepalnm
Public Firm License No. C-2586
Sewer Collection /Extension System
The City of Raleigh consenh to the connection and extension of
the City's public water system as shown on this plan. The mateda
and Construolon methods used for this protect shall conform to
the standards and specifications of the CiI Public Utilities
Handbook.
City of Raleigh
Pablic Utilities Department Permit#
Authorization to Construct
Dote
NOT 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 wed for general compliance with
applicable codes. This limited re 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 camultonts, and
ach responsible for compliance with all applicable City, Stat
and rFederal laws. This specific authorization below is not a p—it, nor shall it
It. construed to permit any violation of City, Stater Federal Law. All
Constn,nion must be io accordance with all Local, State, and Federal Rules and
Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
URBAN FORESTRY
SITE ACCESSIBIUr
Engineenng is ou profession.
Service is o-passion.
PROFILE - STA. 10+00 TO 15+13
SCALE: 1" = 40'
VERTICAL SCALE: 1" — 4'
PROJECT 1
0.
RALI801
SS-2.0

PERMIT DRAWING
SHEET
11 OF 12
TEMPORARY IMPACTS
IN SURFACE WATER
PIN 1716055861
IMPACTS IN
CEDAR HILL CONDOMINIUM /
OD LINE, TYP. DB: 3193 PG: 269
BM: 1983 PG: 1079
SURFACE WATER
Sc
S\A
IMPACTS IN
SURFACE WATER
(POND)
\ \
j
�u
�310 EX. 30' PERMANENT
EASEMENT
n
try Sr
23 TONS OF CLASS 1 RIP —RAP, 2' DEEP,
W/FILTER FABRIC FOR STREAM
STABILIZATION. INSTALL RIP —RAP SUCH
THAT TOP OF RIP —RAP MATCHES
PRE —CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
TEMPORARY SILT FENCE
OUTLET, TYP. (SEE DETAIL
SW-20.24/ED-1.0)
J �.J
. BUILDING q�N ' \ �`
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. CON RAG 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 1716153711
REPLACE EX. 8" SEWER MICHEAL & CARRIE L. FLOOD
:
WITH DB: 16785 PG8
10" CL 250 DIP W/ 8
BM: 1963 PG: 93
3
PROTECTO 401 LINING
130 T OF CLASS 2 R —RAP, 2 P
EX. WALKING PATH. INSTALL APPROX. 700 LF
FO REAM STABILIZATION. INS L RIP —RA
SUCH THAT TOP OF RIPS P MATCHES
GRAVEL WALKING
SEWER
PATH AFTER COMPLETING
CONSTRUCTION. INSTALL M
�� =
PRE —CONSTRUCTION STREAM B ELEVATION
ASPHALT
PATH jR
PATH APPROX. STA 2+75 TO
AND STREAM BANK ELEVATION COI�j ITE
APPROX. STA.
9+50. SEE DETAIL 4/MD-2.0.
J II II \ s
P? POSED
PERMANENT EASEMENT
REMOVE EX. 4'x16' FOOT BRIDGE. INSTALL
EX. PERMANENT
WOOD LINE, TYP. I (15' FROM CL OF SS)
PRE—ENGINEERED MIN. 4'x16' FOOT BRIDGE
ME
EASEMENT BOUNDARY
W/RAILING. PROVIDE FOUNDATIONS TO
SUPPORT AND
SERVES AS LIMITS OF
ANCHOR FOOT BRIDGE.
DISTURBANCE, U.N.O
REMOVE EX. CONCRETE PAD
SITE 10
\\�
WOOD LINE,
P TEMPORARY SILT FENCE,
TYP. (SEE DETAIL
SW-20.01 /ED-1.0)
LAKE
o
_
G
0
\ V v L I TRAINE 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 SW-20.23/ED-1.0) ENTRANCE (SEE DET
pp TREE, TYP.
EX. llG�r STREAM CROSS ES: SW-2 —1.0)
ss POLE, TYP. 1. F STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND PIN 1116055861
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT CEDAR HILL CONDI MINIUMS 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. ,VIA OPEN -CUT
EX. 20' PERMANENT
EASEMENT
PIN 1716153569
ALFRED EDISON MORRIS SR
& DOROTHY BLAKE MORRIS
DR- 9317 PG: 2270
BM: 1963 PG: 93
PIN 1716 53335
MIL BROOK VILL S HOA INC
pBM:: 15887 1473
2008 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'
0
HIGHFILL
INFRASTRUCTURE
Tel [phone] I
Fax [phone]
wxw.hieparnm
Firm License No. C-2586
Se-ne Is o-pass on.
{N
H
Z
W ce
W
W
1 W
O N
x F
wu j
�3 O
N � W
Z a
J
CO Q
F
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PROJECT NO.
RAL1801
SS-3.0

HandExisting Existing PermanentTemp. ExcavationMechanized Clearing PermanentPermanent Temp. ChannelChannelNatural Site StationStructureFill In Fill In in Clearing in SW Pond SW SW ImpactsImpactsStreamNo. (From/To) Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts impacts PermanentTemp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)10+50 - 1+25 (SS1.3 3) Replace existing sewer, riprap stream stabilization & erosion control0.030 0.032 33 342 44+50 - 45+00 (SS1.3 2)Replace existing sewer, temporary erosion control0.011213 48+20 - 49+00 (SS1.4 2) Replace existing sewer, riprap stream stabilization & erosion control0.038 0.026 40 304 62+25 - 63+05 (SS1.5 2)Sewer abandonment, temporary erosion control0.059835 68+35 - 72+00 (SS1.6 2) Replace existing sewer, riprap stream stabilization & erosion control0.1440.005 0.011 17 306 10+40 - 10+75 (SS1.7 2) Replace existing sewer, riprap stream stabilization & erosion control0.013 0.017 22 307 12+00 - 12+90 (SS2.0 2) Replace existing sewer, riprap stream stabilization & erosion control0.035 0.034 42 308 15+00 - 15+20 (SS2.0 2)Manhole protection, bank stabilization & Erosion Control0.004 0.026 45 same lf9 10+75 - 11+10 (SS3.0 2) Replace existing sewer, riprap stream stabilization & erosion control0.023 0.021 31 30103+75 - 4+05 (SS3.0 2)Replace foot bridge, riprap pond fill for stabilization0.004TOTALS*:0.000 0.000 0.0000.1440.000 0.004 0.148 0.237 230 288 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 12OF 12WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTS4/14/2020WAKE COUNTYCITY OF RALEIGHBIG BRANCH SEWER IMPROVEMENTS