20211127 Ver 1_Millbrook_Spring Forest_Permit Package Buffer_20200506_20210719

BUFFER IMPACTS PERMIT
SHEET 1 OF 6
BUFFER DRAWING
20 10 0 20 40
GRAPHIC SCALE: 1" = 20'
GRAPHIC SCALE: 1" = 2'
20 10 0 20 40
GRAPHIC SCALE: 1" = 20'
2 1 0 2 4
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
GRAPHIC SCALES:ES
TABLISHED 1792
THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
MAYOR
NANCY McFARLANE
CITY MANAGER
RUFFIN L. HALL
AND SPECIFICATIONS.
ALL CITY OF RALEIGH AND/ OR NCDOT STANDARDS
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
State, and Federal Rules and Regulations.
All Construction must be in accordance with all Local,
CITY OF RALEIGH
Urban Forestry
Fire
Planning
Stormwater
Public Utilities
Field Services
Transportation
SIDEWALK IMPROVEMENT PROJECTS
LOCATION: FROM ATLANTIC SPRINGS ROAD TO CAPITAL BOULEVARD
VICINITY MAP (NOT TO SCALE)
E.
Millbrook Rd.
Rd.
ForestSpri
n
g
New
HopeRd.
Spring Forest Rd.Capit
alBoulevardGreenRd.Hickory Rd.
Old
Forest Rd.DepartureDr.
Pl.Machines Atl
a
nti
c
Ave.AtlanticSpringsRd.ForestOa
ks
Dr.DepartureDr.Hargrove
Rd.Ct.
P rim a v e ra DogwoodDr.Discovery
Dr.Fo
re
s
t D
r.O
ak
Ct.Spring LeighDr.At
l
ant
i
cAve.AlpinisCt.WhitehallAve.Dixie Forest
Rd.HoyleDr.Ca
lva
ry
D
r.HargroveRd.Kil
cull
enDr.
RollinGreen
Ct.LimerickDr.C
t.
H
oll
ow
el
l LeafCrestCt.GreenRd.Pelton
Dr.WallingfordDr.HollendenDr.Courtney
Ln.
Dansey
Dr.MalloryCt.WORK AREA
BEGIN
WORK AREA
BEGIN
WORK AREA
END
WORK AREA
END
WWW.ARCADIS-US.COM
G & M of North Carolina, Inc.
NC License No. C-1869
Prepared in the Office of:
LOCATION: FROM ATLANTIC AVENUE TO CAPITAL BOULEVARD
LOCATION: FROM CAPITAL BOULEVARD TO WALLINGFORD DRIVE
WORK AREA
BEGIN
WORK AREA
END
NEW HOPE ROAD
MILLBROOK ROAD
SPRING FOREST ROAD
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone]
SUNGATE DESIGN GROUP, P.A.
FIRM LICENSE NO. C-0890
5420 Wade Park Boulevard, Suite 350
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
05-06-2020
PROJECT DESIGN ENGINEER
SENIOR PROJECT ENGINEER
STEVE SMALLWOOD, P.E.
ROY CURRIN, P.E.
E. MILLBROOK RD. 100' PUBLIC ROW
0 MATCHLINE STA. 22+0050 25 50 100
GRAPHIC SCALE: 1" = 50'
FLOODWAY
100yr. FLOOD FRINGE
500yr. FLOOD FRINGE
RIPARIAN BUFFER ZONE 2
RIPARIAN BUFFER ZONE 1
G & M of North Carolina, Inc.
NC License No. C-1869
5420 Wade Park Boulevard, Suite 350
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
WWW.ARCADIS.COM

RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
905 JONES FRANKLIN ROAD
SHEET 2 OF 6
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
SITE 1
ALLOWABLE IMPACTS ZONE 2
FACILITY LIMIT
EXIST. TRANS.SHEET NAMENO.
REVISIONS
HSCALE
VSCALE
SCALES

DATE

CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LPROJECT:
SHEET NO:
DRAWING NO:
MILLBROOK ROAD$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$CADD TECH: JMH
CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18
DATE: APRIL 2019
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
must be in accordance with all Local, State and Federal Rules and Regulations.
ConstructionAll Law. Federal or State City, of violation any permit to construed
beit shall nor permit, a not is below authorization specific This Laws. Federal
contractors are each responsible for compliance with all applicable City, State and
andconsultants, design owner, property The construction. and development
forrequirements legal all with compliance total represent to considered be
tonot is construction for authorization and review, limited This codes. applicable
withcompliance general for reviewed been have use proposed the for Plans
SITE ACCESSIBILITY
URBAN FORESTRY
FIRE
PLANNING/ZONING
STORMWATER
PUBLIC UTILITIES
TRANSPORTATION FIELD SERVICES
S
HH
T
H
H
HH
HH
42" RCP42" RCP 72" CMP72" CMP24" RCP24" RCP 15" RCP15" RCP
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK EXIST. SIDEWALK EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
LP
SIDEWALK
EXIST.
CB
SIDEWALK
EXIST.
LP
FOM
SIGN
SIGN
SIGN FOM
LP
WIRE
GUY
CB
BOX
TRAFFIC SIGNAL
WM
MW
10" BEECH
TV HAND HOLE
ASPH.DRIVE
MW
LP
10" BEECH
10" BEECH
CB
PEDESTAL
TELEPHONE
CREPE MYRTLE
WV
FH
WV
ELEV. = 273.35'
BM#1
12" BEECH
CP#18
WV
SSMH
CB
STMH
SIGN
10" MAPLE
FOM
SIGN
SIDEWALK
EXIST.
CB
FOM
PP
SIDEWALK
EXIST.
HAND HOLE
TELEPHONE
FH
SIGNSIGN
FOM
FOM
CB
CB
CB
CB
SSMH
SSMH
SSMH
EASEMENT
5' X 5' UTILITY
BM 2000 PG 973
DB 14674 PG 1264
PIN # 1716849173
TJR
EXISTING R/W
EXISTING R/WEXIST
ING
R
/W
EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXIST. SIGN EASEMENT
BM 1991 PG 810
BM 1985 PG 1728
DB 16211 PG 733
PIN # 1716842259
LONGVIEW ACRE, LLC
DB 13903 PG 1768
PIN # 1716847393
IRRA, LLC
BM 1994 PG 616
DB 17238 PG 1406
PIN # 1716942024
NEESE FAMILY HOLDINGS, LLC
MYRTLE (2)
CREPE R/WEXI
STINGR/WEXI
STI
NGHOLE
HAND
TEL.
INV 255.23
TOP 258.83
CB
15" RCP
15" RCP
INV 256.45
TOP 260.00
DI
INV 255.35
TOP 260.30
CB
(W)INV 255.25
(E)INV 255.15
(S)INV 255.05
TOP 260.65
CB
WV
WV
WVWV
FOMEXIST. SIDEWALKDRIVE
ASPH.DRIVE
ASPH.
WM
FOM
FOM
HOTBOX
RCP15"BM 2014 PG 1802
BM 1987 PG 1661
DB 15962 PG 361
PIN # 1716845317
STALLINGS OIL COMPANY
BM 2014 PG 1802
BM 1987 PG 1661
DB 15962 PG 361
PIN # 1716845317
STALLINGS OIL COMPANY
EASEMENTSEWER30' SANITARY101520PT Sta. 13+83.30PC Sta. 19+28.94
PT Sta. 21+22.92D
PI Sta 20+26.00
L = 193.98'
T = 97.06'
R = 2,050.00'
D
PI Sta 11+92.07
L = 383.30'
T = 192.07'
R = 2,370.01'
PC Sta. 10+00.00
LIMIT OF CLEAR SIGHT
25 26
26
28
29
FACILITY LIMIT
EXIST. TRANS.
SIGNSIGN
FOM
FOM
CBCB
SSMH
WV
WV
WVWV
WM
HOTBOX
26
28
C C
C C
F F
F
F F C
C
FC
C
C
C F
F F
F
FC
SHEET 3 OF 6
BUFFER DRAWING
E. MILLBROOK RD. 100' PUBLIC ROW
0MATCHLINE STA. 22+0050 25 50 100
GRAPHIC SCALE: 1" = 50'
REMAINING OPEN SPACE
MATCHLINE STA.
35+00RIPARIAN BUFFER ZONE 2
RIPARIAN BUFFER ZONE 1FLOODWAY
100yr. FLOOD FRINGE
500yr. FLOOD FRINGE
G & M of North Carolina, Inc.
NC License No. C-1869
5420 Wade Park Boulevard, Suite 350
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
WWW.ARCADIS.COM

RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
905 JONES FRANKLIN ROAD SHEET NAMENO.
REVISIONS
HSCALE
VSCALE
SCALES

DATE

CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LPROJECT:
SHEET NO:
DRAWING NO:
MILLBROOK ROAD$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$CADD TECH: JMH
CHECKED BY: JFB TO CAPITAL BLVD.)(FROM ATLANTIC AVENUESIDEWALK & ROADWAY IMPROVEMENTP.W. 2015-18
DATE: APRIL 2019
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
must be in accordance with all Local, State and Federal Rules and Regulations.
ConstructionAll Law. Federal or State City, of violation any permit to construed
beit shall nor permit, a not is below authorization specific This Laws. Federal
contractors are each responsible for compliance with all applicable City, State and
andconsultants, design owner, property The construction. and development
forrequirements legal all with compliance total represent to considered be
tonot is construction for authorization and review, limited This codes. applicable
withcompliance general for reviewed been have use proposed the for Plans
SITE ACCESSIBILITY
URBAN FORESTRY
FIRE
PLANNING/ZONING
STORMWATER
PUBLIC UTILITIES
TRANSPORTATION FIELD SERVICES
T
T
HH
T
HH
HH
C
HH
C
T
HH
S
S
SPWSPW
HH
15" RCP 48" RCP48" RCP48" RCP24" R C P
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
WIRE
GUY
WIRE
GUY
FOM
LP
SIGN
MANHOLE
TELEPHONE
FOM
TV PEDESTAL
HAND HOLE
TELEPHONE
SIGN
CB
PP WIRE
GUY
WIRE
GUY
HAND HOLE
POWER
DI PP
FOM
HAND HOLE
TELEPHONE
MW
PEDESTAL
TELEPHONE
HAND HOLE
TELEPHONE
FOM
BOX
TRANSFORMER
18" OAK
WM
SIGN
16"OAK
WM'S (4)
WV
SIGN SIGN
16" OAK SIGN
SIGN
26" OAK
FOM
EXIST. SIDEWALK
PEDESTAL
TELEPHONE
WIRE
GUY
12" BEECH
HAND HOLE
TELEPHONE
HAND HOLE
TELEPHONE
SIDEWALK
EXIST.
SIDEWALK
EXIST.CP#14 WIRE
GUY
PP
11" BEECH
WM
24" BEECH
33" OAK
14" BEECH
ELEV. = 291.51'
BM #H
SIGN
SSMH
DI
30" BEECH
SIGN
HAND HOLE
TELEVISION
TV PEDESTAL
FOM
FOM FOM
LP
DI
FOM
SIDEWALK
EXIST.
24" OAK
SIGN
24" OAK
SIGN
9" MAPLE
SIGN
LP
FOM
MANHOLE
TELEPHONE
20' S
A
NIT
AR
Y SE
WER E
ASE
ME
NT
15' SANITARY SEWER EASEMENT 20' SANITARY SEWER EASEMENTBM 1979 PG 1033
DB 8614 PG 460
PIN # 1716944130
MCKNITT AND ASSOCIATES, LLC.
BM 1979 PG 1033
DB 13934 PG 1054
PIN # 1716935968
HOSS PROPERTIES, LLC.
BM 1979 PG 1033
DB 13934 PG 1054
PIN # 1716935968
HOSS PROPERTIES, LLC.
BM 1986 PG 483
DB 4340 PG 780
PIN# 1726041033
MILLBROOK CENTER CONDOS
BM 1986 PG 483
DB 4340 PG 780
PIN# 1726041033
MILLBROOK CENTER CONDOS BM 1979 PG 226
DB 14207 PG 1927
PIN # 1726047187
CQ LANDLORD (MULTI) LLC.
DB 14623 PG 602
PIN# 1716937683
WARD OF THE CITY OF BROOKLYN NY
BEREAN BAPTIST CHURCH OF THE NINTH
DB 14623 PG 602
PIN# 1716937683
WARD OF THE CITY OF BROOKLYN NY
BEREAN BAPTIST CHURCH OF THE NINTH
EXISTI
NG R/WEXI
STI
NG R/WEXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/WEXI
STING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXI
STI
NG R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WBM 1994 PG 616
DB 17238 PG 1406
PIN # 1716942024
NEESE FAMILY HOLDINGS, LLC
ASPH. DRIVE
ASPH. DRIVE
TRAFFIC SIGNAL BOX
FOM
FOM
SIGN
TRAFFIC SIGNAL BOX BM 1979 PG 597
DB 17388 PG 2416
PIN # 1716938908
AND WIFE SUHAD SALEEM
KHALED MAHMOUD AL QATANANI, KHALID FUAD SHAIKH,
30 31
31
33
34
34
35
32
32 3035PC Sta. 34+61.66
D
PI Sta 37+45.46
L = 554.36'
T = 283.80'
R = 1,050.00'
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE 2
FACILITY LIMIT
EXIST. TRANS.
EXIST. SIDEWALK
SIGN
SIGN
26" OAK
24" OAK
SIGN
24" OAK
SIGN
9" MAPLE
SIGN
BM 1986 PG 483
DB 4340 PG 780
PIN# 1726041033
MILLBROOK CENTER CONDOS BM 1979 PG 226
DB 14207 PG 1927
PIN # 1726047187
CQ LANDLORD (MULTI) LLC.
EXISTING R/W
EXISTING R/W
EXISTING R/W
34
35
SITE 2
FACILITY LIMIT
EXIST. TRANS.
C
F
C
C C
F
F
C F
C
C C
C
C
C
C
C
C
C C C
C
C
C
C
C
C
C
C
C
C
SHEET 4 OF 6
BUFFER DRAWING
SPRING FOREST RD. 90' PUBLIC ROW
MATCHLI
NE STA.
12+00REMAINING OPEN SPACE
05025 50 100
GRAPHIC SCALE: 1" = 50'MATCHLINE STA.
25+00RIPARIAN BUFFER ZONE 2
RIPARIAN BUFFER ZONE 1
CURRENT IMPERVIOUS AREA G & M of North Carolina, Inc.
NC License No. C-1869
5420 Wade Park Boulevard, Suite 350
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
WWW.ARCADIS.COM

RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
905 JONES FRANKLIN ROAD SHEET NAMENO.
REVISIONS
HSCALE
VSCALE
SCALES

DATE

CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LPROJECT:
SHEET NO:
DRAWING NO:SPRING FOREST ROAD
TO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH
CHECKED BY: JFB
P.W. 2015-18
DATE: APRIL 2019
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
must be in accordance with all Local, State and Federal Rules and Regulations.
ConstructionAll Law. Federal or State City, of violation any permit to construed
beit shall nor permit, a not is below authorization specific This Laws. Federal
contractors are each responsible for compliance with all applicable City, State and
andconsultants, design owner, property The construction. and development
forrequirements legal all with compliance total represent to considered be
tonot is construction for authorization and review, limited This codes. applicable
withcompliance general for reviewed been have use proposed the for Plans
SITE ACCESSIBILITY
URBAN FORESTRY
FIRE
PLANNING/ZONING
STORMWATER
PUBLIC UTILITIES
TRANSPORTATION FIELD SERVICES
S HHHHHH
18" RCP 10" DIP8" DIP8" DIP 8" DIP
HHEXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK EXIST. SIDEWALKEXIST. SIDEWALKEXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
SSMH
TOP ELEV.=309.28'
INV.IN=302.03'
INV.OUT=301.83'
GV
ON CONC. PAD
TSB (MAIN)
15" PINE
FOM (3)
FOM
FH
WV
CB
TOP ELEV.=302.36'
INV.OUT=293.71'
ST SIGN
POLE
SIG
WIRE
GUY
HAND HOLD
TELEPHONE
CB
TOP ELEV.=301.22'
INV.OUT=290.67'
SIGN
LP
SIDEWALK
EXISTING
SSMH
TOP ELEV.=300.96'
INV.IN(SE)=288.06'
INV.IN(NW)=293.46'
INV.IN(NE)=293.66'
INV.IN(SW)=287.51'
SIG HHSIG
VAULT
TV/FO
R2-1
SIGN
W3-3
SIGN
DRIVE
COMMERCIALDRIVE
COMMERCIAL
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL
RETAINING WALL
CONCRETE BLOCK
C
TV PEDESTAL
18"RCP
T
POLE
SIG
WV
VAULT
TELEPHONE
VAULT
TELEPHONE
T
T
HHBOX
TRAFFIC SIGNAL
18" RCP
CB
TOP ELEV.=306.05'
INV.OUT=296.85'
T
VAULT
TELEPHONE
C
TV PEDESTAL
DB 8755 PG 1067
PIN # 1726075143
KURT M. HENDRICKSON
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
WIRE
GUY
SIG
BM 2016 PG 955
DB 16478 PG 537
PIN # 1716978288
TREEO RALEIGH, LLC
BM 2016 PG 955
DB 16478 PG 537
PIN # 1716978288
TREEO RALEIGH, LLC
BM 2002 PG 391
DB 13273 PG 840
PIN # 1726061839
CMYK MOORE, LLC
BM 1981 PG 49
DB 16807 PG 1000
PIN # 1726074600
STATE EMPLOYEES' CREDIT UNION
24" OAK
EXISTING R/W
EXISTING R/W
EXIST. SIDEWALK EXIST. SIDEWALK
5' UTILITY EASEMENT5' UTILITY EASEMENT 5' UTILITY EASEMENT
BM 1987 PG 2003
DB 17343 PG 1
PIN # 1716976693
ROBBINS BENSON, LLC 152025PC Sta. 22+86.60PI Sta 12+41.44
L = 478.07'
T = 241.44'
R = 1,383.42'
D
PI Sta 29+71.17
L = 1,277.27'
T = 684.57'
R = 1,433.00'
PT Sta. 14+78.07
TIE TO
EXISTING
TIE TO
EXISTING
24" STOP BAR
24" STOP BAR
R-3
R-3 R-3
TIE TO
EXISTING
TYPE N-1A
TYPE N-1A
24" STOP
BAR
TIE TO
EXISTING
24" STOP
BAR
RELOCATE
SIGNAL PULL
BOX
+00.3330' R+82.0130' R30' R30' R6.5'30' R5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
TIE TO EXISTING
5' SIDEWALK
UPGRADE
SIGNAL
(SEE SHEETS
SIG. 2.0 & 2.1)
DEMOLISH EXIST.
CURB RAMP
DEMOLISH
EXIST. SW
DEMOLISH
EXIST.
CURB RAMP 9.25'
TIE TO
EXISTING
DEMOLISH EXIST. SW
RELOCATE
TEL. VAULT
(BY OTHERS)
RELOCATE
TV PED.
(BY OTHERS)
DEMOLISH
EXIST.
CURB RAMP
LOWER SS MH
TOP AS REQ'D5
6
7
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
SITE 3
FACILITY LIMIT
EXIST. TRANS.
FACILITY LIMIT
EXIST. TRANS.
S HHHH
18" RCP 10" DIP8" DIP8" DIP 8" DIP
EXIST. SIDEWALK
EXIST. SIDEWALK
FOM
FH
WV
TOP ELEV.=302.36'
INV.OUT=293.71'
ST SIGN
POLE
SIG
HAND HOLD
TELEPHONE
CB
TOP ELEV.=301.22'
INV.OUT=290.67'
SIGN
LP
SIDEWALK
EXISTING
SSMH
TOP ELEV.=300.96'
INV.IN(SE)=288.06'
INV.IN(NW)=293.46'
INV.IN(NE)=293.66'
INV.IN(SW)=287.51'HHSIG
RETAINING WALL
CONCRETE BLOCK
C
18"RCP
T
POLE
SIG
WV
VAULT
TELEPHONE
T
T
HHBOX
TRAFFIC SIGNAL
DB 8755 PG 1067
PIN # 1726075143
KURT M. HENDRICKSON
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WWIRE
GUY
SIG
BM 2002 PG 391
DB 13273 PG 840
PIN # 1726061839
CMYK MOORE, LLC
EXISTING
TIE TO
24" STOP BAR
R-3
R-3 R-3
EXISTING
TIE TO
BAR
24" STOP
BAR
24" STOP
BOX
SIGNAL PULL
RELOCATE
30' R5' SIDEWALK
TIE TO EXISTING
5' SIDEWALK
SIG. 2.0 & 2.1)
(SEE SHEETS
SIGNAL
UPGRADE
CURB RAMP
DEMOLISH EXIST.
EXIST. SW
DEMOLISH
TOP AS REQ'D
LOWER SS MH
6
7
FACILITY LIMIT
EXIST. TRANS.
FACILITY LIMIT
EXIST. TRANS.
F
FC
SHEET 5 OF 6
BUFFER DRAWING
SPRING FOREST RD. 90' PUBLIC ROWMATCHLINE STA. 37+500MATC
HLINE STA. 51+00GRAPHIC SCALE: 1" = 60'
60 30 60 120
RIPARIAN BUFFER ZONE 2
RIPARIAN BUFFER ZONE 1
G & M of North Carolina, Inc.
NC License No. C-1869
5420 Wade Park Boulevard, Suite 350
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
WWW.ARCADIS.COM

RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
905 JONES FRANKLIN ROAD SHEET NAMENO.
REVISIONS
HSCALE
VSCALE
SCALES

DATE

CITY OF RALEIGHPUBLIC WORKS DEPARTMENTCITYOFRALEIGH
NORTHCARO
INAESTABLISHED1792LPROJECT:
SHEET NO:
DRAWING NO:SPRING FOREST ROAD
TO CAPITAL BOULEVARD)(FROM ATLANTIC SPRINGS ROADSIDEWALK & ROADWAY IMPROVEMENTCADD TECH: JMH
CHECKED BY: JFB
P.W. 2015-18
DATE: APRIL 2019
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
must be in accordance with all Local, State and Federal Rules and Regulations.
ConstructionAll Law. Federal or State City, of violation any permit to construed
beit shall nor permit, a not is below authorization specific This Laws. Federal
contractors are each responsible for compliance with all applicable City, State and
andconsultants, design owner, property The construction. and development
forrequirements legal all with compliance total represent to considered be
tonot is construction for authorization and review, limited This codes. applicable
withcompliance general for reviewed been have use proposed the for Plans
SITE ACCESSIBILITY
URBAN FORESTRY
FIRE
PLANNING/ZONING
STORMWATER
PUBLIC UTILITIES
TRANSPORTATION FIELD SERVICES
T
T
C
W
T
CHH
T
C
HH
HH
HH
HH
HH
T
HHHH
HH
18" RCP18
" RCP
18" RCP42" RCP18" RCP
6"DIP
8"DIP
18"RCP
15"R
CP 18"RCPINV.OUT=328.21'
DI
8"STEELW
HH
HH
S
HH
HH
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
EXIST. SIDEWALK
CONC.PAD
WM
SIGN
SIG
TV PEDESTAL
GI
TOP ELEV.=325.10'
INV.IN=321.74'
INV.OUT=321.62'
TOP ELEV.=324.37'
INV.IN=321.00'
INV.IN.=319.24'
DI
18"RCP
INV.ELEV.=325.92'
32" OAK
PEDESTAL
TELEPHONE
SIGN
SSMH
TOP ELEV.=330.31'
INV.OUT 8"STEEL=321.85'
CONC.PAD
MH
WATER
SIGN
MH
TELEPHONE
TV PEDESTAL
HAND HOLE
TELEPHONE
SIG
SIGN POLE
SIG
WIRE
GUY
WIRE
GUY
BOX
TRAFFIC SIGNAL
PEDESTAL
TELEPHONE
SIDEWALK
EXISTING
CB
TOP ELEV.=328.68'
INV.IN=322.28'
HAND HOLE
TELEPHONE
WIRE
GUY
SIGN
HAND HOLE
TELEPHONE
WIRE
GUY
POLE
SIG
22" MAPLE
SIGN
15" MAPLE
12" MAPLE
SIG
HAND HOLE
TELEPHONE
TV PEDESTALSIDEWALK
EXISTING
WIRE
GUY
LP
WIRE
GUY
POLE
SIG
HAND HOLE
TELEPHONE BOX
TRAFFIC SIGNAL
WV
FH
SIG
SIGN FH
WV
SIGN
SSMH
TOP ELEV.=314.07'
INV.IN=300.37'
INV.IN=305.13'
TOP ELEV.=313.64'
CB
STMH
TOP ELEV.=313.96'
INV.IN(W)=307.80'
INV.OUT(S)=305.65'
INV.IN(N)=305.67'
INV.OUT(S)=301.83'
INV.IN(N)4"STEEL=307.13'
INV.IN(E)=302.48'
INV.IN(W)=307.03'
TOP ELEV.=314.03'
SSMH
SIGN
INV. ELEV.=305.77'
PEDESTAL
TELEPHONE
SIDEWALK
EXISTING
LP
CO
SIDEWALK
EXISTING
INV.OUT=317.23'
15"RCP
12" BIRCH
CB
TOP ELEV.=318.60'
INV.OUT=314.20'
INV.IN=315.81'
LP
12" BIRCH
SIGN
DI
INV.OUT=317.81'
SSMH
TOP ELEV.=317.18'
INV.OUT=309.82'
CB
TOP ELEV.=317.10'
INV.OUT=309.94'
INV.IN=312.74'
SSMH
TOP ELEV.=329.70'
INV.OUT=318.21'
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL DRIVECOMMERCIALTOP ELEV.=324.48'
INV.OUT=321.34'
CB
T
VAULT
TELEPHONE
6" MAPLE
6" MAPLE18" RCPBM 1976 PG 358
DB 12544 PG 2286
PIN # 1726168636
SPRING FOREST RD., LLC
BM 2012 PG 874
DB 12259 PG 1345
PIN # 1726260707
ST. THOMAS MORE ACADEMY INC.
BM 1975 PG 343
DB 14434 PG 2756
PIN # 1726268898
EATON CORP.
BM 1975 PG 343
DB 14434 PG 2756
PIN # 1726268898
EATON CORP.
TELEPHONE MH
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
BFP BOX
WM VAULT
RCP
18"
BM 1983 PG 469
DB 11778 PG 2004
PIN # 1726258977
RALEIGH PORTFOLIO NW, LLC42" RCPSINK HOLE
S
HOLE
HAND
TEL.[phone]' SIDEWALK
TIE TO
EXISTING
6' SIDEWALK
CONTRACTOR TO COORDINATE
WITH CITY OF RALEIGH ENGINEER
TIE TO "GREEN ROAD SIDEWALK
IMPROVEMENT PROJECT".
6' SIDEWALK
TYPE N-1A
TIE TO
EXISTING
RETAIN
RETAIN
10' TRANSITION
5' S
IDEW
A
LK
INSTALL DRIVEWAY APRON
SEE STD DETAIL T-10.01.1
BACKFILL EXIST SINK HOLE
WITH APPROPRIATE MATERIAL.
REPAIR TO BE COORDINATED
WITH COR STORM WATER DIVISION.
ADJUST AS
REQ'D
(BY OTHERS)
RAISE SS MH
TOP
AS REQ'D15
16
17
17
18
FACILITY LIMIT
EXIST. TRANS.
SITE 4
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
T
HH
HH
HH 42" RCP18" RCP
6"DIP
18"RCP
EXIST. SIDEWALK
SIGN
SSMH
TOP ELEV.=314.07'
INV.IN=300.37'
INV.IN=305.13'
TOP ELEV.=313.64'
CB
STMH
TOP ELEV.=313.96'
INV.IN(W)=307.80'
INV.OUT(S)=305.65'
INV.IN(N)=305.67'
INV.OUT(S)=301.83'
INV.IN(N)4"STEEL=307.13'
INV.IN(E)=302.48'
INV.IN(W)=307.03'
TOP ELEV.=314.03'
SSMH
SIGN
INV. ELEV.=305.77'
PEDESTAL
TELEPHONE
SIDEWALK
EXISTING
LP
CO
CB
TOP ELEV.=317.10'
INV.OUT=309.94'
INV.IN=312.74'
DRIVE
COMMERCIAL
DRIVE
COMMERCIAL
BM 1976 PG 358
DB 12544 PG 2286
PIN # 1726168636
SPRING FOREST RD., LLC
EXISTING R/W
EXISTING R/W
EXISTING R/W42" RCPSINK HOLE
S
HOLE
HAND
TEL.
15
FACILITY LIMIT
EXIST. TRANS.
SITE 4
C
C
F F F
F F
F
F F F F
C
C
F F F
Site Station Structure
No.(From/To)Size / Type
1 15+17 to 16+17 -L- FILL X 0 14 14
MILLBROOK RD. TEMP. CONST. ESMT. (TCE)X 76 184 260
2 30+65 to 33+13 -L- SIDEWALK / CUT SLOPE X 38 3573 3611
MILLBROOK RD. TEMP. CONST. ESMT. (TCE)X 733 720 1453
3 19+92 to 20+81 -L- SIDEWALK X 0 7 7
SPRING FOREST RD. TEMP. CONST. ESMT. (TCE)X 0 96 96
4 38+74 to 39+57 -L- FILL X 69 104 173
SPRING FOREST RD. TEMP. CONST. ESMT. (TCE)X 209 233 442
1125 4931 6056 0 0 0 0 0
NOTES:
Revised 2018 Feb SHEET 6 OF 6
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
WAKE COUNTY
CITY OF RALEIGH
MILLBROOK & SPRING FOREST
ALLOWABLE MITIGABLE
5-6-2020
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)