20141250 Ver 2_Final Revised 1-26-18 (reduced)_20180215

WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
RALEIGH, NORTH CAROLINA
Project No. SM 2076-0077
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STRUCTURAL
SEAL NOT VAUD UNLESS SIGNED AND DATED SEAL NOT VALID UNLESS SIGNED AND DATED
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ARCADIS G & M of North Carolina, Inc.
PROJECT NUMBER NC713002.1000
JANUARY 2016
City of Raleigh
Public Works Department
Stormwater Management Division
P.O. Box 590
Raleigh, NC 27602
Project Manager: Carrie Mitchell, PE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction Is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable CRY, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC
PLANNING/ZONING
FIRE
URBAN
One Centerview Drive, Suite 208
Greensboro, North Carolina 27407
Tel: [phone] Fax: [phone]
www.arcadis—us.com
License No. C-1869
Contact: David A. Hamilton Jr.,PE
david.homilton@arcadis—us.com

E
4
0
GENERAL NOTES:
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES
2. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY
ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND COORDINATE WITH ENGINEER TO
MAKE ANY NEEDED ADJUSTMENTS. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO EXISTING
UTILITIES RESULTING FROM THE CONTRACTORS FAILURE TO ADEQUATELY PROTECT THE EXISTING
UTILITIES DURING CONSTRUCTION SHALL BE PAID BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL
MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS,
LAKES, ROADWAYS, ETC. FROM SILTATION AND EROSION. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES CANNOT FUNCTION AS INTENDED.
4. PROVIDE PROPER SUPPORT OF EXISTING/PROPOSED WATER AND SEWER LINES DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR
SHALL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
6. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
7. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE PROJECT AT
ALL TIMES.
8. THE CONTRACTOR SHALL FIELD VERIFY STORM DRAINAGE PENETRATIONS OF THE PROPOSED BOX
CULVERTS PRIOR TO THE START OF CONSTRUCTION AND SUBMITTAL OF BOX CULVERT SHOP
DRAWINGS. _
9. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF ALL MATERIALS AND EQUIPMENT
STORED ON SITE IN STAGING AREAS OR WITHIN CONSTRUCTION LIMITS.
10. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF
RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
11. THE CONTRACTOR SHALL EXERCISE CAUTION NOT TO DAMAGE EXISTING IN -GROUND IRRIGATION
SYSTEMS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE ANY PARTS
OF THE IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION ACTIVITIES RELATED TO THIS
PROJECT.
12. WATER AND SEWER SNB PERMITS (4 TOTAL) ARE REQUIRED FOR DISCONNECTING AND
RECONNECTING TO CORPUD WATER AND SEWER MAINS.
INDEX TO CONTRACT DRAWINGS
SHEET NO. DESCRIPTION
1
- COVER
2
- ABBREVIATIONS, GENERAL SYMBOLS LEGEND AND SHEET INDEX
EXISTING
FEATURES
PROPOSED
FEATURES
5
ABBREVIATIONS
6
- GROUNDCOVER STABILIZATION PLAN
7
- CULVERT PLAN AND HEADWALLS #1 & #2 SECTIONAL PLANS
8
- CULVERT SECTIONS AND ELEVATIONS
9
- STANDARD DETAILS
9A
GRADE ELEVATION
iNVEeT ELEVAnoN s
S
SANITARY MANHOLES
—LOD—
UMRS OF DISTURBANCE
ASPHALT
ASPH
NUMBER
NO
S S
SEWER LINES
SF
SILT FENCE
BACK OF CURB
BC
OUTSIDE DIAMETER
OD
6
STORM SEWERS
COR COMMENTS
5
BASE LINE
BL
PAGE
PG
FINAL DESIGN SUBMITTAL
3
—TOE—TOE—
TEMPORARY STORMWATER DRAINAGE
BASEMENT
BSMT
PK NAIL
PK
W
WATER MAINS
NO.
CONSTRUCTION EASEMENT
BOTTOM
BUT
PLCS
LACES
BOOK
PLBS
GAS
GAS LINES
—iCE
TEMPORARY CONSTRUCTION EASEMENT
CENTER UNE
CENTER TO CENTER
CL
C/C
POLYVINYL CHLORIDE
PROPERTY LINE
PVC
PL
T�
CATCH BASIN
o a oma—
TEMPORARY SAFETY FENCING
CLEANOUT
CO
WATER METER
CLEAR
CLR
REINFORCE (D) (ING) (MENT)
R NF
—PDE
PERMANENT DRAINAGE EASEMENT
CONCRETE
CONC
REINFORCED CONCRETE
RCONC
MB
MAIL BOX
CONCRETE WALL
CWT9
D
RECONCRETE PIPE
RCP
—TP—Tp—
TREE PROTECTION FENCING
CONTROL DENSITY FILL
CDF
REQQUIREDUIRED
READ.
T
BURIED TELEPHONE ONES
CORRUGATED METAL PIPE
CMP
RESTRAINED JOINT PIPE
RJP
LIMITS OF CONSTRUCTION
CROSS SECTION
X SECT
RIGHT OF WAY
ROW
E
OVERHEAD ELECTRIC
CURB INLET
CI
UGE
PROPOSED PIPE
DEED BOOK
D.B.
SEWER
SWR
UNDERGROUND ELECTRIC
DEMOLITION
DETAIL
DEMO
DET
SOIL BORINGS
BORE
CTV
BURIED TELEVISION
---------
—_-------
PROPOSED CULVERT
DIAMETER
DIA
SQUARE FOOT
SQ ET
DRAIN
DRSTANDARD
SQUARE YARD
SQ YD
UTI POLE w/ GUY
PE
PERMANENT EASEMENT
DUCTILE IRON
DI
STATION
STD/GY
STA
EASEMENT
ESMT
STEEL
STL
POWER POLE
PROPOSED CONTOUR
STONE
STN
EEACH DGE OF PAVEMENT
EA
STORM
STM
ELECTRIC (AL)
ELEC
EL
TAX MAP NUMBER
TMN
—XX
FENCE LINE
EROSION CONTROL MATTING
ELEVATION
ENGINEER
ENGR
TELEPHONE
TELE
EXISTING
EX, EXIST
TEMPORARY BENCH MARK
TBM
0EIP
E.I.P. (EXISTING IRON PIPE)
FORCE MAIN
FM
TEMPORARY CONSTRUCTION EASEMENT
TCE
MI
ASPHALT OVERLAY
FOUNDATION
FND
TEMPORARY SEDIMENT TRAP
TEST BORING -XX (E.G. TB -1)
TST
TB -XX
Pi/ —
PROPERTY UNE
GAS UNE
GRAD (IVIG)
G
GR
THICKNESS
THK
CONTOUR (MAJOR)GND
==
ASPHALT REPAIR
GROUNDD
TO BE ABANDONED
TBA
....._
HEADWALL
HOWL
TO BE REMOVED
TBR _
- — — — — —
CONTOUR (MINOR)
HORIZONTAL
HORIZ
TOP OF BANK
TOB
+
SOIL BORE
INSIDE DIAMETER
ID
TREE
TYPICAL
T
TYP
HEDGE ROW
INVERT
IRON PIPE
INV
IP
UNDERGROUND
UND
•
VACUUM BORE
LINEAR
LIN
WATER SURFACE ELEVATION
WSE
TREE LINE
1+00 2+00
LINEAR FOOT
LF
UNNAMED TRIBUTARY
UT
�rv-�
BASE LINE &STATION
MANHOLE
MH
VALVE BOX
VB
? )
TREE/SHRUB
MAXIMUM
MAX
VERTICAL
VERT
MINIMUM
MIN
VITRIFIED CLAY PIPE
WATER MAIN
VCP
WM
�j
CULVERT
GRADE ELevATION
DawaT EIEVAn(Na s
MANHOLE
MONUMENT
MON
O D
GRADE ELEVATION
•
UGHT/SIGN
INVERT ¢EVAnaN s
CATCH BASIN
TRAVERSE POINTS,
21
STAKING POINT
BENCHMARK
as
TEMPORARY STONE OUTLET
TREE TO BE REMOVED
00000°0°0°o°O°0
— —100 YR FLOOD — —
0000000000. 0ooa
CONSTRUCTION ENTRANCE
00000000000000°
----FlAODWAY — – – —
°°°°°o°o°o°°°°
50' BUFFER- ---
STRAW WATTLE
❑
BLOCK & GRAVEL INLET PROTECTION
GENERAL NOTES:
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL
PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES
2. ALL EXISTING UTILITIES HAVE BEEN LOCATED FROM THE INFORMATION AVAILABLE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY
ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND COORDINATE WITH ENGINEER TO
MAKE ANY NEEDED ADJUSTMENTS. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO EXISTING
UTILITIES RESULTING FROM THE CONTRACTORS FAILURE TO ADEQUATELY PROTECT THE EXISTING
UTILITIES DURING CONSTRUCTION SHALL BE PAID BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL
MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS,
LAKES, ROADWAYS, ETC. FROM SILTATION AND EROSION. ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IF THE PROPOSED MEASURES CANNOT FUNCTION AS INTENDED.
4. PROVIDE PROPER SUPPORT OF EXISTING/PROPOSED WATER AND SEWER LINES DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR
SHALL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
6. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
7. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES ADJACENT TO THE PROJECT AT
ALL TIMES.
8. THE CONTRACTOR SHALL FIELD VERIFY STORM DRAINAGE PENETRATIONS OF THE PROPOSED BOX
CULVERTS PRIOR TO THE START OF CONSTRUCTION AND SUBMITTAL OF BOX CULVERT SHOP
DRAWINGS. _
9. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF ALL MATERIALS AND EQUIPMENT
STORED ON SITE IN STAGING AREAS OR WITHIN CONSTRUCTION LIMITS.
10. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF
RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
11. THE CONTRACTOR SHALL EXERCISE CAUTION NOT TO DAMAGE EXISTING IN -GROUND IRRIGATION
SYSTEMS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE ANY PARTS
OF THE IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION ACTIVITIES RELATED TO THIS
PROJECT.
12. WATER AND SEWER SNB PERMITS (4 TOTAL) ARE REQUIRED FOR DISCONNECTING AND
RECONNECTING TO CORPUD WATER AND SEWER MAINS.
INDEX TO CONTRACT DRAWINGS
SHEET NO. DESCRIPTION
1
- COVER
2
- ABBREVIATIONS, GENERAL SYMBOLS LEGEND AND SHEET INDEX
3
- SITE DEMOLITION PLAN
4
- SITE PLAN AND PROFILE
5
- EROSION CONTROL PLAN
6
- GROUNDCOVER STABILIZATION PLAN
7
- CULVERT PLAN AND HEADWALLS #1 & #2 SECTIONAL PLANS
8
- CULVERT SECTIONS AND ELEVATIONS
9
- STANDARD DETAILS
9A
- WATER LINE DETAILS AND NOTES
9B
- STANDARD DETAILS
10
- STANDARD DETAILS
11
- EROSION CONTROL DETAILS
12
- EROSION CONTROL DETAILS
13
- TRAFFIC CONTROL PLAN
14
- SANITARY SEWER BYPASS PUMPING PLAN
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION
PUBLIC UTILITIES
STORMWATER
URBAN
SITE AC
02 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
\Vtttuull�"rrrrr,/
o (NO
EAL
18101
r,r„111111„ttl'ti
SEAL NOT VAUD UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
8
12/2017
COR COMMENTS
7
6/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
1 95X CLIENT SUBMITTAL
2
6/2015
1 FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 2
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: J. HUGHEY
SHEET TITLE
GENERAL
ABBREVIATIONS, GENERAL
SYMBOLS LEGEND
AND SHEET INDEX
SCALE:
NO SCALE
SHEET 2 OF 14

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2
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TOP=205.97' 0 DB IJ296 PG 1
INV OUT=196.82' , hOF PIN#17057,53I:
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ELEV=205.99',
TOP 36"STEEL AERIAL / �2'�M PLE�
ENCASEMENT PIPE ,. it
TOP ELEV=199.52' i 1" RIVER
I >5(�tR^yChl
ROCK RETAININ� ""stn Vy000 •'\'
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/ y INV OUT(W)=207.08'
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VE ® 11l w AT CORNERS OF GAZEBO
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BOOK 1993 Pa GOAL, q G t ,� MB nG A EL -•r~ �•. $OXWOOD GUSHES
(2)12 -RIMER BIRCH �' .-�.. T ' • x. N o l..y-' .:'„_`:.., NJF
�� 9 LIGHT...:
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IL CREEK g. D 93 B o p, •- y,,.' ;tp _ FESTER F. ALLEN AND
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SHRUBS 1 Q"A?£B ,'
i + \t DB 14938 PG 1719
} M,„ AND IVY T /j/s. r-'; PIN#1705753424
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in 3" RIVERS.:.. - �• ,.. 200. / \S \ "x+,11 \ l 9 t 211 OF '.
\ f.F, ,91RETT ROCK RE7AIN+CIG WAz 7R LLIN ' •� it e . 1 i x ' WEE tJi,7 , i . I: : t 'f C NO GU R
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\ �' 1 1 I I y I EIZVE & STORE ' pROX. 42 Lf'
'`CB i SEE, '1� ia�"` �� ` Ij ! � � ! E60RATIVE ALUMNUM FENCE. n'
TOP -•29•Q. 4 C"'S L r I l i- 1 t HEADWALL TBR
Existing 20' City L>z ` �`` t>ti 1t x t+t�( IN f� �vbt + s-" E3 t I 7�'� ,7CE ( 196.24'-60"HDPE S
of Raleigh Permanent \ °' 595,7 t� N&5 \ ilt, rAy R ( ? �% •• TCE i *,•��r ---ti
Drainage Easement 1 ,,....\ `:-: I TBI SEE TE 1J1
Per DS 15166 Page 286 t w HEAOWA TBR M#2
". At\ II\\ t } t i 6 f 1 / NOBB 28 OAK
145-.60'— i\ MP,�N \, 1 1 T.- \\\ t \yt! (. f f /IQP721L.1,5 / r ELEV=203.21'
\ W "-DE itTP^ RAF \ (11 1 .�0 -6A" N& S� 4 (TO BE REMOVED)
AZALEA BUSHES \ STEPS"p„ �"`'"([{EMl]V� \ •a -S 12_"' t f 1 r f� •r` Y2 4`? --\
TOP 36"STEEL AERIAL \ N -WOOD\\DECK "(N
ESSE),,,,""'`^\
ii
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TOP ELEV=199.43' j F`� ,A Yl ��. \
r
\ � \ EL' � r "�� �' A- ' \ A �. ` . �� RIP AP (REMOVE & RE -USE)
\ \ r J .,\ `..,
1 t SE VICE <„2 ..1tE�OGA7E- Existing 20' City of Raleigh
\ \ TOR`,`,'OUSE 0 , € ',t ROWER POLE `•"�,.•{1 Sanitary Sewer Easerylent Per ;
to \\ 2 STO€zY BRICK DWELLING W&"U`f1LI P 4g E, Map Book 1993 Pale 239 /
\\ \ 124 W DREWRY LN � ' f - F;: '� _(BY`OTHERS) ^ ' f, --- REMOVE RIP�RAP ,
C Existing40' Cit m \ / SM
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of Raleigh Sanitary \ 1 �(�_F. Yi+, / #2 6 WRIER 4 -
Sewer Easemcint \ to \ GARY F1 'SINGLETON I �:-= +P S' - -�-+ TO 217.76' FOR RE SE (TYP ALL)/ �,•
Per DS 1634 Page 73 \ OB 6510 NGa�IL��!E+f90/a4QINV UT=206.66' �—
\ PtN3p 17057 cn / FF.p00 ;
\\ N \ RICK WAt,I� r '' s __~~, 0
t)R EXISTING %�0 pa;AF
g\ GRAVEL DRIVE AND THOMAS E IN NtDGRE
\ CONCRE\TE BLOCK WALL ON.0 4CK 9NC.4 LVE �x 3v@U ENTRANCE TO EASEMENT A_N�D�?ARAF` HUbfARD
t\ ` (TO REbfiWIN) ' � ��.^='"S t _ EIP '� I /` -FFR- - --' moo Do '1'7Y<"4 PC 1645
L 209.40 _ � --�— "" PIN 1705754,534
\ N \ .�'� S 1 I 220 _._
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\ }7 @UF �V-mY2t34.85'('h`)(TBR)
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� F 8" VCP �� INV OUT=203.40' L
•vASP FTL.. I .. F--�,.. � ti4 tV. DREWRY AS
it 9 fes,'... /` t (SEE' NOTE 3) BM#i IN
REMOVE AND µ.. i (� 24"ASH
STORE APPROX. - c� k,.. - p SPHALT /TBR
3MH _ y C l� ) ELEV=218.00'......--
35 LF 4' CHAIN 100 YR FLOOD �� , .._----
TOP=206.31' �. LINK FENCE .» ` _ \ ti s , ' t i 3' / r < - _---�/.6
INV IN=196.71'(W) / 3 W `�,�•' .•_•.-_. / I fi,'$,^
INV IN=196.91'(N)
Y
fib/ x.220-.� .%_.. SIGN y QIP
6 Existing 20' City p�j /aHE�SERFQCE TO HOUSE
J
of Raleigh Sanitary 2
Sewer Easement Per Map I o _\ = PP/TAG D992 N/F
Book 1954 Page 93m JAMES L. YOUNG AND 116 W DREWRY LN
93N
IF
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' DB 5887 PG 380 y a CAS GIPS DB 015544 PG 692
/ PIAI#17057563I4 ( ' G�S PINjili1705755574
SITE P
FEMA FLOODPLAIN REQUIREMENTS:
1. PROJECT SITE IS CULVERT REPLACEMENT LOCATED ALONG AN UNMAPPED
TRIBUTARY OF CRABTREE CREEK (BASIN 18, STREAM 9).
2. PROJECT SITE IS WITHIN THE 100 YR FLOODPLAIN OF CRABTREE
CREEK. AN APPLICATION FOR FEMA APPROVAL ON A FLOOD HAZARD MAP
REVISION IS BEING COMPLETED.
3. 100 YEAR BASE FLOOD ELEVATION IS 217.2
4. PANEL 1705 MAP#: 3720170500J EFFECTIVE: 5/2/2005
NOTES:
1. SALVAGE EXISTING IRON CATCH BASIN FRAME AND TOP. RE -INSTALL ON
NEW CATCH BASINS.
2. COORDINATE WITH PRIVATE PROPERTY OWNER TO REMOVE PERSONAL
PROPERTY FROM TCE.
3. MAINTAIN SEWER SERVICE AT ALL TIMES.
4. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
5. OVERHEAD UTILITIES SHOWN ON DRAWINGS ("OHE") MAY BE OWNED BY
DUKE ENERGY, TIME WARNER CABLE OR AT&T, GAS IS OWNED BY PSNC.
CONTACT CITY OF RALEIGH PUBLIC UTILITY DEPARTMENT FOR
COORDINATION WITH UTILITY OWNERS, AT 919-996-4540.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
URBAN
SITE AC
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
_,H CARO!%'''.
� ROFFSSIp '�9 ':
C
d• la,
_ EO��'�Pl
•••
�: INE
-0m, n
SEUL NOT VAUD UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
10
12/2017
COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
1/2017
RESPONSE TO COR COMMENTS
6
5/2016
RESPONSE TO COR COMMENTS
5
1/2016
FINAL DESIGN SUBMITTAL
4
8/2015
95% CLIENT SUBMITTAL
3
7/2015
1 REVISED TCE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 3
DESIGNED BY: J. STEWART / M. PACINI
DRAWN BY: S. CHAMBERS
CHECKED BY: J. HUGHEY
SHEET TITLE
CIVIL
SITE DEMOLITION PLAN
SCALE:
1:20
SHEET 3 OF 14

E
207 W. DREWRY
SAFETY FENCE
(SEE NOTE 4) NIF
_..�._
SMH AFF GEORGE R. HALL
TOP=205,9T 9 0 13296 PG 5 _....-.
INV OUT=196.82' ,h61 1N#1705. 15�____ 2'`DtiGN
TCE TIC
CHISELED BOX I 1i 1 JF,
EL RIM OF 9' ry0„gAPLE
ELEV=205.99' ,. TREELINE
-�IP RAP`
TOP 36"STEEL AERIAL. \ / 2`'�M%ifSLE \
ENCASEMENT' PIPE \\ 1r'
TOP ELEV-199.52 1" RIVER
1TyRCH j ,
ROCK RETAININ
WALL �. �"� � 1�p11-
1
— SVO
Sb0 1
1
ri
TN
#3
n•
5DOG, D, -, \
�I . OAK ANU V
0.�
9 E "aV
®GOAL 961ECIION FENCE
f$EETA�4HEET 10)
-Existing-2U, 'vote l
Drainage Eds' ant Per Map\
Book 1993 Pa 239 GOAL _ t,
a ` (2)12"RIAER BI
iQL C _ �o°o oo°Ooes
D1RCff ROCK RETAINING VJTR L
C BASIN 1
;.. ,,t EE DETAIL LEET 9)
U1,
-� " t -TOP-210 99
Q,9
1�
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IL
`tit 14
S \ 1Sy'i 0�.�tlT
�,1 1}
1" 3.
Existing 20' City J _t ,, .,..G� L r SEE 0 1 I ti i
of Raleigh Permanent
Drainage Easement 1 l rZ�' B LD��R J -HOOK VANE (11
Per DB 15166 Page 286 \ ma (S DETAtL HEST 12) c• 1 y
Irnom W EXST SMH 2 \
TOP=214.08' \
1 INV OUT(W)=207,08' \
D
1 1/2” ASPHALT MILL
AND OVERLAY
CONSTRUCTION
rn �.. ENTRANCE � ,D0 YR FLO 204 W. DREWRY LN
g, SEE DETAIL
COEE NOTE 1
VE 211 LF OF CURB AND G
(SEE NOTE 2 & DETAIL SHE 10)
STRAIGHT EDGE RED TIPS BUSHES
w , BY MILLING OR AT CORNERS OF GAZEBO
e
AW CUT _
tlY MB ^-'`WOOD BUSHES
f• GRAVE
r
�„„,
T N
D 93 = ESTER F. ALLEN AND
,
I1GHCit
MARY ALLISON ALLEN
Ipp y '3S TER -.W, QIP RTION DO 14338 PG 1119
p 7 6�VAiVE & E BOX & PLNj7705753424
/IREF3Lt L T BEND.
ES 5
MCV
Ip lAtj'�1t1fi1tUy(J�S�N r
L_ 0X."42 LF OF -DECORATIVE
Cy t i F A }JM "REMOVED STORED:`&
`o ;p I G CONSTRUCTION
r AS ... I T PAIR /
AL r 'SEE iDEp L HEFT 10) SAF FENCE
1 E NOTE 4)
A BASI 2
% (OSifAIL
I t TOP -1 i .13 1 HEADWALL #2
p PROT�OfION FEN E SHEETS 7 & 8)
1 Z IF TREE (SEE S
, 1 195.2479Wx7 H S
•• P • ti �� �� � A .iNL s
'•' '• .moi � � .;m' �
21:
21(
201
201
19:
of Raleigh Sanitary 1 STAY +53 %F •" rr,. f o °�o2°Oo°o°o o$°�i�Y'-•'• TO -21L76' RIP AP CLASS II /_
Sower Easement RI 14r GARY FGLETON oo° T=206.66' �'
F
Per DB 1634 Page 73 1' IN IN( 205.50 O8 6510 PG.3D4 - o •°•° �oo�oa a°Uo° —
1 INV OUS)=205.50' PIN# 170575520 ! ��O g opon�9o'°?' ao -_ w 1--_,p0 (4 LF OF SAFETY FENCE
Ln s r r - TGE—�'t� SEE DETAIL SHEET 9)
CK WAI,}L y "'"w�CONWIKUCTION `� m A5 g -AN MOORS
ONC CK N `" `� 0U s-
---ENTRANCE AND RAH HOWARD
1 \
REIN TALL APPROX. ALC „ f` _.- F �.IlE IL SHEET 11) M 10124 PG 1E
1 ` 35 L OF CHAIN y L. 209.40 EIP w ' PIN#I1705754534
Ut LINK �fNCE r'' ( ! 220"
EIP ,-----�/ U'^,..1�` _ rr .SEE NOTE Q 1 .r ldt,;M EXST SSMH-19'998
_ $ TOP=213.33'
V Ga s` — 22
tj r r s' / '/ . e. d /
(SEE CONNECTION DETAIL SHEET 9)
1. MAINTAIN DRIVEWAY AND MAILBOX
ACCESS AT ALL TIMES.
2. PAVE GUTTER TO MATCH EXISTING CURB
AND GUTTER. ENSURE ELEVATION OF
FINISHED ASPHALT DRAINS PROPERLY.
REPLACE CURB AND GUTTER TO NEAREST
JOINT.
3. UNLESS OTHERWISE SPECIFIED, ALL
CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
4. PROVIDE SAFETY FENCE AT EASEMENT
LIMITS AND LIMITS OF DISTURBANCE TO
SURROUND WORK AREA.
5 REFER TO SHEET 9A FOR WATER LINE
INSTALLATION NOTES.
220
210
200
190
180
N �tps,6'W�z 7'HIPRECA$,T%'/ x, UFis r'_ ____� INV IN=204.85'(W)
CONCRE �OX''CULVERT AND OVERLAY_ d j F �. .- INV IN=205.25'(N) 114 W. DREWRY LN
fy (SEE ,SM REGRADE T_ IN „r "^'>`�,•�„�, , j , t
ACED, d STRAIGHT Ep'GE rgM#1 I INV OUT -203.40'
5 LF OF 8" DIP j� ,SE -ED WITH MI r'' I LI LT , 73Y MILLING` OR-- 24"ASH REPLACE CONCRETE APRON
ISAW-C�� ,-E V=218.00' NTH 16' WIDE APRON
SMH f� r_ -Lf -06 YR FLOOD �`^ j f '1` '� `L8' i / (SEE DETAIL SH 1Q) -' - 21
TOP=208.31' J r - _ �, •,�`'^ ¢ j !
INV IN=196.71'(W) J o cs1" ®,,,.•' .,.,.�.1 .. ,,, g I ! -- ,-- - -
INV IN=196.91'(N) J -
�� i' X220-. -:r ,,.. `�S4CN. I EIP
)`Sfbi�V(C� TO HOUSE
Existing 20' City o 0
of Raleigh Sanitary cx j} �, PP/TAG D992 N/F -
Sewer Easement Per Map 1 n 1" `" ,LAMES L YOUNG AND
Book 1054 Pae 93 NA 116 W. DREWRY LN 21
9 119 W DRS_ / LN DA l4D S REARDON U-`_ MARJANA GALLEGOS
-1+40.00
220
210
200
190
180
-30 -20 -10 0 10 20 30
L70 5887 PG 380 1 a GAS Gas DO 015544 PG 692
PIN#1705758314 4 S PJNjf1705755574
SITE PLAN
0 10' 20' 40'
20
-1+15.00
220 G
210
200
190
180
_en -�n —1n n 10 20 30
220
210
200
190
180
-0+90.00
-30 -20 -10 0 10 20 30
CROSS SECTIONS
0 10' 20' 40'
220
210
200
190
180
-0+65.00
12/2017
COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
ON
RESPONSE TO COR COMMENTS
6
1/2016
FINAL DESIGN SUBMITTAL
5
11/2015
COR COMMENTS
4
8/2015
95% CLIENT SUBMITTAL
3
7/2015
REVISED TICE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
■
65% BLUE LINE SUB.
N0.
DATE
ISSUED FOR
1
—
_
C)NORETE
BOXL
R
■
■
■
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ME■
of Raleigh Sanitary 1 STAY +53 %F •" rr,. f o °�o2°Oo°o°o o$°�i�Y'-•'• TO -21L76' RIP AP CLASS II /_
Sower Easement RI 14r GARY FGLETON oo° T=206.66' �'
F
Per DB 1634 Page 73 1' IN IN( 205.50 O8 6510 PG.3D4 - o •°•° �oo�oa a°Uo° —
1 INV OUS)=205.50' PIN# 170575520 ! ��O g opon�9o'°?' ao -_ w 1--_,p0 (4 LF OF SAFETY FENCE
Ln s r r - TGE—�'t� SEE DETAIL SHEET 9)
CK WAI,}L y "'"w�CONWIKUCTION `� m A5 g -AN MOORS
ONC CK N `" `� 0U s-
---ENTRANCE AND RAH HOWARD
1 \
REIN TALL APPROX. ALC „ f` _.- F �.IlE IL SHEET 11) M 10124 PG 1E
1 ` 35 L OF CHAIN y L. 209.40 EIP w ' PIN#I1705754534
Ut LINK �fNCE r'' ( ! 220"
EIP ,-----�/ U'^,..1�` _ rr .SEE NOTE Q 1 .r ldt,;M EXST SSMH-19'998
_ $ TOP=213.33'
V Ga s` — 22
tj r r s' / '/ . e. d /
(SEE CONNECTION DETAIL SHEET 9)
1. MAINTAIN DRIVEWAY AND MAILBOX
ACCESS AT ALL TIMES.
2. PAVE GUTTER TO MATCH EXISTING CURB
AND GUTTER. ENSURE ELEVATION OF
FINISHED ASPHALT DRAINS PROPERLY.
REPLACE CURB AND GUTTER TO NEAREST
JOINT.
3. UNLESS OTHERWISE SPECIFIED, ALL
CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
4. PROVIDE SAFETY FENCE AT EASEMENT
LIMITS AND LIMITS OF DISTURBANCE TO
SURROUND WORK AREA.
5 REFER TO SHEET 9A FOR WATER LINE
INSTALLATION NOTES.
220
210
200
190
180
N �tps,6'W�z 7'HIPRECA$,T%'/ x, UFis r'_ ____� INV IN=204.85'(W)
CONCRE �OX''CULVERT AND OVERLAY_ d j F �. .- INV IN=205.25'(N) 114 W. DREWRY LN
fy (SEE ,SM REGRADE T_ IN „r "^'>`�,•�„�, , j , t
ACED, d STRAIGHT Ep'GE rgM#1 I INV OUT -203.40'
5 LF OF 8" DIP j� ,SE -ED WITH MI r'' I LI LT , 73Y MILLING` OR-- 24"ASH REPLACE CONCRETE APRON
ISAW-C�� ,-E V=218.00' NTH 16' WIDE APRON
SMH f� r_ -Lf -06 YR FLOOD �`^ j f '1` '� `L8' i / (SEE DETAIL SH 1Q) -' - 21
TOP=208.31' J r - _ �, •,�`'^ ¢ j !
INV IN=196.71'(W) J o cs1" ®,,,.•' .,.,.�.1 .. ,,, g I ! -- ,-- - -
INV IN=196.91'(N) J -
�� i' X220-. -:r ,,.. `�S4CN. I EIP
)`Sfbi�V(C� TO HOUSE
Existing 20' City o 0
of Raleigh Sanitary cx j} �, PP/TAG D992 N/F -
Sewer Easement Per Map 1 n 1" `" ,LAMES L YOUNG AND
Book 1054 Pae 93 NA 116 W. DREWRY LN 21
9 119 W DRS_ / LN DA l4D S REARDON U-`_ MARJANA GALLEGOS
-1+40.00
220
210
200
190
180
-30 -20 -10 0 10 20 30
L70 5887 PG 380 1 a GAS Gas DO 015544 PG 692
PIN#1705758314 4 S PJNjf1705755574
SITE PLAN
0 10' 20' 40'
20
-1+15.00
220 G
210
200
190
180
_en -�n —1n n 10 20 30
220
210
200
190
180
-0+90.00
-30 -20 -10 0 10 20 30
CROSS SECTIONS
0 10' 20' 40'
220
210
200
190
180
-0+65.00
0
O
0
0
-30 -20 -10 0 10 20 30
EDTRIBUTARYPROFILE
VERTICAL
25 Ma ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
,20 CONSULTANTS
15
10
05
95
185
)X� CULVERT
0 20' 40' 80'
15
SEAL NOT VALID UNLESS SIGNED AND DATED
4LEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
10
12/2017
COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
5/2016
RESPONSE TO COR COMMENTS
6
1/2016
FINAL DESIGN SUBMITTAL
5
11/2015
COR COMMENTS
4
8/2015
95% CLIENT SUBMITTAL
3
7/2015
REVISED TICE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
■
65% BLUE LINE SUB.
N0.
DATE
ISSUED FOR
1
—
_
0
O
0
0
-30 -20 -10 0 10 20 30
EDTRIBUTARYPROFILE
VERTICAL
25 Ma ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
,20 CONSULTANTS
15
10
05
95
185
)X� CULVERT
0 20' 40' 80'
15
SEAL NOT VALID UNLESS SIGNED AND DATED
4LEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
10
12/2017
COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
5/2016
RESPONSE TO COR COMMENTS
6
1/2016
FINAL DESIGN SUBMITTAL
5
11/2015
COR COMMENTS
4
8/2015
95% CLIENT SUBMITTAL
3
7/2015
REVISED TICE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
N0.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE:
MAY 2016
°'
PROJECT NO.:
NC713002.1000
FILE NAME:
SHEET 4
DESIGNED BY:
J. STEWART / M. PACINI
DRAWN BY:
S. CHAMBERS / K. LEAK
CHECKED BY:
J. HUGHEY
SHEET TITLE
—�+
of 8" DIP--
°'
"
; 1 205
^I
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contra ors are each responsible for compliance with all applicable City. State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
CIVIL
SITE PLAN AND PROFILE
1
—
_
C)NORETE
BOXL
R
19 PUBLIC UTILITIES
19STORMWATER
10+00 11+00
PLANNING/ZONING
SANITARY SEWER PROFILE FIRE
0 20' 40' 80'
URBAN FORESTRY
HORIZONTAL
AS NOTED
SHEET 4 OF 14

N
I
207 W. DREWRY N - SVC) cn
d� t jt
rn
--- t GTF BLOC V �K_ TN3 co
p1'�IN�ry a� r? '
1�-I171
�;,� �
SMHSTRAW E 2ZD • • COO - S
TOP=205.97' (SE TAILaS�IEEil3- P :-a- - -�1 i A
INV OUT=196.82', G'ttv,7705 -' 7"DOGWO
CHISELED BOX
•
ON RIM OF MH.
•
II-
I
TOP ! LE
TOP ELEV-199 52' 1" RIVER
I wu
ENCASEMENT PIPE V,
Ir
I ARCH
ROCK RETAININI\
WALL 'SC
17, Sa
#'
e •.
♦ • * a• e• e a a a • a
■tt r e
e
i
W EXST SMH 2 \
TOP=214.08' \
t INV OUT(W)=207.08' \
233 LF OF TEMPORARY \
SILT FENCE. INSTALL AFTER
FINAL GRADING �10p YR FLOOD—, 204 W DREWRY LN
CONC.DRIVE �-
CONSTRUCTION RED TIPS BUSHES
ENTRANCE_ AT CORNERS OF GAZEBO
Z
0 1r- -n' ��0'RWOOD BUSHES
B n GRAVEL :..
EIGHT t _ .
3 BL - w . C�pEa7FR F. ALLEN AND
/A4AR Y ALLISON ALLEN
tDej 94938 PC 1119
x � /T/REI;L NL,,,,
' 11
1
4
� iCV �'10'IA4Ui;AlP'tJtsiJF�N ,,�-'`
4 ".\ w'/3' Wa FGI !c �tf 7f /!;
1sfi / :rN• „.-',o pP "RAP `+'O ALFA
3r ..\�a BUSHES
K ,
d 7 ' n 3" `}71V = ,/� -' \; \ - r7 F 128 LF OF TEMPORARY SILT FENCE.
CILINSTALL AFTER FINAL GRADING.
`--- � 210 SY ER0 � CONTROL 1 .'t C C? g �_ € ,' (SEE ,DETAIL HEET 11, TYP.)
`-� .- --
MATTING FOR BANK W�
STA ILIZATION:
Ex'Ist:rs 20` Citi ' DETAIL SHEET l2}9G '� U J 0
f 7 t TCE T�
9 1 l C, t T ,E E ut TCE
of Raleigh Permanent t '. � � ; J 8 I �;s�
Drainage Easement
STRAW WATTLE, TYP \ } CULVERT PUMP AROUND
Per DB 15185 Page 286 STREfM STABILIZATION (SEE DETAIL SHEET 12, TYP)
PUMP %AROUND -'t
IL
1 � �
�,f c aL�
AZALEA BUSHES STEP
SF
F
�OD\DTN 5ECK - _ :�� , x„
� o
TOP 36"STE,EL AERIAL � ; ,,' � 6� = _._�, ,
ENCASEMENT PIPE5= - T LWEG
� � �� T � IT � Li_ � e - � ,.. � `.s� <xxL *.. e ,. ._ � ..... ° et �'✓'
TOP ELEV=19.,.43` $
SILT FENCE OUTLET ELa� `! � - � ,"U ��� �Z
� (SEE DETAIL SHEET 1�, TYP.)
STREAM STABILIZATION -
PUMP AROUND -- SE VICE r , . Existing 20 City �f Rafeigh
TO OUSECOV; t` Tr `r Sanitary Sewer Eesds 1t P!'
(SEE DETAIL SHEET 12) CULVERT PUMP AROUND PORE; ` . 3vd i 7 " '
ct Map 8eok 1993 Pa 236 /
2 ST RY BRICK D ELL{NG =1.; ..
121. V+. DREWRY LN
l° 3 'C 92 SY EROSION
ii,T:§i`Bn z City--/\\ ;0 .,.. �,,
Raleigh Sanitary � � m°� �y �% ��� _,' o��� b0000000000 00000000 "" TSF f3° CONTR9VATTING FOR
c ,rt u, t -00000000000"00000 ¢ANK-STABILIZATION
cMe war Easement � � O R`� r �f•`.., �� _ ��i6 , b'o 0 o e �
T=206 '` OC3 ,` a.$-,oQ-0040o.000000.,
P Y DB 1634 P� 73 86f0 =..`;. oo0o�oo9a" odo°ooQ000000 INV ii - 6r �-
r b 0-600 04 oo0001 0oa OO
9 _a .
RI iiiJ37� ' '` op00000k 0400000000g '
� to `,,,. �". �sr 0,000 0 Q,o�0.4 _. / F\ -O
_ 100 �R
LA
CK W
BLOCK & RAVEL INLET ONC.D 3 Trd Ln'A�
I JNC OCK M - t to :. I t 0 6 r.: CONSTRUCTI NTRANCE c> }C?t:9RO ..
\ PROTECTION - OFFS �� AIL SHEET 11, TYP 00
fig& :R6iH f
(SEE DETAIL SHEET 11, TYP) __. 209.40'' EIP Rte=C30 ` !78 9092 PO r`L� r
-' - D - �' f'f€` JI 705 284.5
�
- EXST SSMH 1998
EIP /s TOP -213.3 s'
_ - ` S .r"•� �'.. r' '"r "' s'� ( 69j " (SEE CONNECTION DETAIL SHEET 9)
® FFFR ---
_---,-'INV IN=204.85'(W)
--iNV IN=205.25'(N) 114 W. DREWRY LN
M i IN (NV OUT=203.40'
24"ASH
SMH100 YR FL00 8 t '�� ry�r f ''"ELLVz:218.00' r
TOP=208.31' } ~- ✓� "`�
INV IN=196.71'(W)
INV IN=196.91'(N)
11220--x, j / Si N € Epic e
Existing 20' City q t " / � � t3H� S R11Ct.. ( 1 OUSE
of Raleigh Sanitary �
p PP/TAG D992 NIF
Sewer Eosoment Per Map 1 1q JAUES' L. YOUNG AND
Brisk 1954 Page 93 119 W. DREWRY LN Q.9i4tJ S. AtRt7U1VNlr UrARIANA GALLEGO.S 116 W. DREWRY LN
l ¢ GAS P1 GNS D5 015544 PC 692
I tpN 7057 14 t S �I PlNj$170&755574
EROSION CONTROL PLAN
0 10, 20' 40'
5 1 v
EROSION CONTROL NOTES:
1. INSTALL A SINGLE RIP RAP PAD FOR CONSTRUCTION ALONG BANK IN A
LOCATION APPROVED BY THE ENGINEER. LOCATION SHOULD MINIMIZE
IMPACT TO BANK. AT THE END OF CONSTRUCTION REMOVE PAD AND
INSTALL SEEDING MATTING AND LIVE STAKING. INSTALL A STRAW WATTLE
AT THE TOE OF THE DISTURBED AREA. SEE SHEET 9 FOR LIVE STAKING
DETAILS.
2. STAGE EQUIPMENT AND MATERIALS WITHIN ROADWAY RIGHT-OF-WAY TO
THE MAXIMUM EXTENT PRACTICABLE. UTILIZE OTHER STAGING AREAS IF
NEEDED.
3. PROVIDE CATCH BASIN INLET PROTECTION AS NEEDED FOR EXCAVATION
WITHIN PAVEMENT.
SEQUENCE OF CONSTRUCTION WORK:
1. COMPLETE INSTALLATION OF EROSION CONTROL MEASURES AND CLEARING
ACTIVITIES IN ACCORDANCE WITH THE "CITY STANDARD CONSTRUCTION
SEQUENCE" OUTLINED ON THIS SHEET.
2. CLEAR AND GRUB ONLY WHAT IS NECESSARY.
3. UTILIZE TWO PUMP AROUNDS TO MINIMIZE LENGTH OF STREAM IMPACTS.
PHASE PUMP AROUND OPERATIONS.
4. TEMPORARILY STABILIZE THE TRENCH AT THE END OF EACH DAY AND
PRIOR TO ANY RAIN EVENT.
5. IF SANITARY SEWER AND/OR WATER LINE IS REPLACED BEFORE CULVERT,
INSTALL INLET PROTECTION AROUND EXISTING CURB INLETS. IF SANITARY
SEWER AND/OR WATER LINE IS REPLACED AFTER CULVERT, INSTALL INLET
PROTECTION AROUND NEW CURB INLETS.
6. INSTALL AND MAINTAIN TEMPORARY STABILIZATION PER SHEET 11.
7. INSTALL BACKFILL AND ADEQUATELY STABILIZE BANKS.
8. REMOVE PUMP AROUND AND IMPERVIOUS DAMS.
9. SEED AND MULCH ALL DISTURBED AREAS.
10. ONCE GROUND COVER IS ESTABLISHED, AND IN ACCORDANCE WITH THE
"CITY STANDARD CONSTRUCTION SEQUENCE", REMOVE ALL TEMPORARY
EROSION CONTROL MEASURES.
11. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION TO BE IN
ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
CITY STANDARD CONS I RUU I IUN Jt`QUtIN
1. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER
INSPECTIONS THROUGHTOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTOR
CHRIS BRIDGERS AT [phone] TO SCHEDULE AN ON-SITE
PRE -CONSTRUCTION MEETING.
3. INSTALL ALL TEMPORAY SEDIMENT AND EROSION CONTROL MEASURES.
LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA
NECESSARY TO INSTALL THE PERMITTED MEASURES.
4. CALL THR RAPID RESPONSE NUMBER [phone] TO SCHEDULE A
STORMWATER SITE INSPECTION.
5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE
PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED,
IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL
EVENT.
7. STABILIZATION IS REQUIRED WITHIN 14 CALENDER DAYSOF COMPLETION OF
ANY PHASE OF GRADING ON PROJECT SITE.
8. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING
PERMIT. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A
MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE
THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OR
EROSION.
9. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A
STORMWATER FINAL INSPECTION.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES _
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY_
SITE ACCESSIBILITY
ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
`�puu a wqp
CARO
c;.Q�pEESSIpi;9••;9 ''�'�
��
SEAL
: 036
i
i
,��'''�%�
Dien . ``•
SEAL NOT VALID UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
10
1/2018
COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
5/2016
RESPONSE TO COR COMMENTS
6
1/2016
FINAL DESIGN SUBMITTAL
5
11/2015
COR COMMENTS
4
8/2015
95% CLIENT SUBMITTAL
3
7/2015
REVISED TCE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
N0.
I DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 5
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: J. HUGHEY
SHEET TITLE
CIVIL
EROSION CONTROL PLAN
DISTURBED AREA=
0.61 AC
SCALE:
1'=20'
SHEET 5 OF 14

910
B
NO PIEDMONT RIPARIAN MIX
(SEE SEEDING SCHEDULE REMgL4 N K
THIS SHEET)
SMH J�FFF GEORGE R HALL,1/1
TOP=205.97' 0 OR 13296 PG 1185
INV OUT=196.82' ,%�\ PINJI7057431 --- _ ___2 DOGWO
BM#3 �TCE-aTCE TCE—y "a
CHISELED BOX \\ OJFFF, _ " rti 00 P' -f,.
ON RIM OF MH. GOAL
GOAL
ELEV=205,99' \ $P.dAPLE I..LEU - a ,
,SUP RAP '\-EAGrung,20 1
i- Drainage Ea e
TOP 36"STEEL AERIAL 'f. 2'�Mf} LE
// Book 1993 a
ENCASEMENT PIPE ; ;1� C
TOP ELEV=199.52'r Ol" RIVER 7� (2)1 "RI
ARCH
Via, r.
3
ROCK RETAININ�
WALL 2 WILLOW p11_ Ill�0�
ell
V, -
00
-J
= PPROXIMATE LIVE `"`•'
,STAKING AREe
N�, DETAIL S Ti R
rate it \'
ent Per Map
--.a_
239 GOAL tC
(ER BI v, Q_.......�...,,, 51
Ob.Opbbb
QL C ..do„ao�°ba
....,.
ROCK RETAINING
Existing 20' City
of Raleigh Permanent ;1,
Drainage Easement l� `
Per DB 15166 Page 286
D DE
AZALEA BUSHES \ , f' - STEPS o.`' -
\V'
TOP 36 -STEEL AERIAL 1 W O\D\DECK PG
ENCASEMENT NC"Bf=Q';K3-
PIPE
TOP ELEV=199.43' \
WkLL
\ � \ EL, 2f7's9.6 1
\ t SEVICE `
\ \ \ TO�ju'OUSE COV
N \ 2. ST0 Y BRICK DWELLING 1 IIPORL _nN
\\ \\ 124 W. DREWN , LiN a i
Existing 40' City— '
of Raleigh Sanitary\ F. SIN�V4FI "
Sewer Easement \ to i GARY GLETON
Per DB 1634 Page 73 \\ ` DB 6510 P6,304 --
P1Nj 170575!
0
1 � I
1 U,ISR \ CK WA K
\\ i 21 - 5
jL
209.400_— /^
5
yY Y LAJI Orvnl L
TOP=214.08' \
` INV OUT(W)=207,08'
�I1Gp{�f I INV OUT=207.08 S
�1,.1 ` -100 YR FLO 204 W. DREWRY LN
T' �
ID I b ' CONC.DRIVE _
tf
EIP
® RIPARIAN MIX
® SEED AND MULCH
TMH /--1 00 YR F1 TOP=208.31 ` }
E� R AIN 'IF 0c M
P 11,1, 1 1 �1�������������� �����N �.Ilk
LWEG
��� •�"
N W m
W
SII ����••Sanitary Sewer g .. 239
•'_map Boo
SM
�f l 'li j� •• •• d� i•
rINV• •.
0 1 OV
• • v _
• THOMAS Y
rHOWARDN MOORE
�I� ��•f" t:-10124 PG 164
/
57545341
6-
IN INV • • • • DREWRY LN
r •'71{•
PLANTING PLAN
0 10' 20' 40'
LANDSCAPE MAINTENANCE NOTES:
A. FERTILIZATION: FERTILIZE LAWNS ACCORDING TO SOIL TEST.
B. PRUNING: PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD OR DAMAGED WOOD OR BRANCHES
FOR TREES OR FOR SIGHT DISTANCES/SAFETY REASONS. THE SHIGO STANDARDS SHOULD BE
ADHERED TO. THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE PRUNING NECESSARY TO
MAINTAIN THE NATURAL SHAPE OF PLANT EXCEPT FOR SHEARED HEDGES.
C. PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED
PLANTINGS.
NC PIEDMONT RIPARIAN MIX SEEDING SCHEDULE
LEGAL ENTITY:
RATE
NORTH CAROLINA, INC.
NO PIEDMONT REPARRIAN SEEDING MIXTURE
DATES TO SEED
ERNMX-307 (OR APPROVED EQUAL)
LBS./ACRE
= SEAL
23% Redtop Panicgrass
20% Virginia Wildrye
20% River Oats
°gnnulu
SPRING: MARCH — APRIL
18% Beaked Panicgrass
20 LBS ACRE
/
FALL: SEPT. —MID OCT.
10% Indiongross
4% Winter Bentgrass
STREAM BANK STABILIZATION
(PREFERABLE)
3% Mistflower
12/2017
1 COR COMMENTS
2% Leathery Rush
6/2017
COR COMMENTS
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Pians for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable Cit', State and
Fed eral laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES -
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
-
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
= SEAL
18101 -
q. HAM\f,61
°gnnulu
SEAL NOT VALID UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
10
12/2017
1 COR COMMENTS
9
6/2017
COR COMMENTS
8
3/2017
COR COMMENTS
7
5/2016
RESPONSE TO COR COMMENTS
6
1/2016
FINAL DESIGN SUBMITTAL
5
11/2015
COR COMMENTS
4
1 8/2015
95% CLIENT SUBMITTAL
3
7/2015
REVISED TCE PER REVIEW
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 6
DESIGNED BY: J. JOYCE
DRAWN BY: & CHAMBERS
CHECKED BY: D. HAMILTON
SHEET TITLE
CIVIL
GROUNDCOVER
STABILIZATION PLAN
SCALE:
AS NOTED
SHEET 6 OF 14

7
6
CULVERT INVERT \
ELEV. 194.60 \ \\\
POINT #2
\ \
\ \ A
\ \ 8
(4) #6 VERTICALS WITH \ \
MATCHING FOUNDATION \ \
DOWELS, TYPICAL EACH
SIDE OF PIPE \ \
INVEM
12'-6"
STONE, TYP
(SEE NOTES 1 & 2
ON SHEET 8)
3
HEADWALL #1
TOP CONC WALL
ELEV. 203.43
POINT #1
FIELD LOCATE
PRECAST INLET
— TOP FOOTER OPENING, TYP
ELEV. 193.43
STONE, TYP
I
PROVIDE 90• CORNER BARS
AT LONGITUDINAL BARS I
I
2'-0" i I
I
I #4 DOWELS AT
2'-0" C/C
DRILLED AND
GROUTED 4" INTO
_ i, CULVERT WALL
ml�
3" PVC WEEP HOLES, TYP
MIN 1 CU FT N. 78M STONE 2'-0" 10" 4' -2 -
WRAPPED IN FILTER FABRIC CW
7'-0"
HEADWALL #1 SECTIONAL PLAN
SCALE: 3/8" = 1'-0"
82'-11 5/8"
CULVERT PLAN
SCALE: 3/16" = 1'-0"
PROVIDE 115• CORNER BARS
AT LONGITUDINAL BARS
(4) #6 VERTICALS WITH
MATCHING FOUNDATION
DOWELS, TYPICAL EACH
SIDE OF PIPE /
950
HEADWALL #2 —
TOP CONC WALL
6'W X 7'H ELEV. 204.57
CULVERT
TOP FOOTER
ELEV. 194.07
G
n
iahvra
/7 J
/
61-0. 1'-4'TYP
\
/ 8'-8"
/ STONE, TYP
(SEE NOTES 1 & 2
ON SHEET 8)
3" PVC WEEP HOLES, TYP
MIN 1 CU FT N. 78M STONE
WRAPPED IN FILTER FABRIC
HEADWALL #2 SECTIONAL PLAN
SCALE: 3/8" = 1'-0"
-JL
LEGAL ENTITY:
POINT TABLE
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
...aan,r.....
�-`�N cA Ij0••
Point #
Northing
Easting
023667
Description
u..a
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
1
755354.73
2107479.29
INSIDE
CORNER
OF
CULVERT
®
HEADWALL
#1
2
755348.23
2107489.95
INSIDE
CORNER
OF
CULVERT
®
HEADWALL
#1
3
755431.10
2107460.86
INSIDE
CORNER
OF
CULVERT
®
HEADWALL
#2
4
755433.14
2107469.29
INSIDE
CORNER
OF
CULVERT
®
HEADWALL
#2
CULVERT INVERT \
ELEV. 194.60 \ \\\
POINT #2
\ \
\ \ A
\ \ 8
(4) #6 VERTICALS WITH \ \
MATCHING FOUNDATION \ \
DOWELS, TYPICAL EACH
SIDE OF PIPE \ \
INVEM
12'-6"
STONE, TYP
(SEE NOTES 1 & 2
ON SHEET 8)
3
HEADWALL #1
TOP CONC WALL
ELEV. 203.43
POINT #1
FIELD LOCATE
PRECAST INLET
— TOP FOOTER OPENING, TYP
ELEV. 193.43
STONE, TYP
I
PROVIDE 90• CORNER BARS
AT LONGITUDINAL BARS I
I
2'-0" i I
I
I #4 DOWELS AT
2'-0" C/C
DRILLED AND
GROUTED 4" INTO
_ i, CULVERT WALL
ml�
3" PVC WEEP HOLES, TYP
MIN 1 CU FT N. 78M STONE 2'-0" 10" 4' -2 -
WRAPPED IN FILTER FABRIC CW
7'-0"
HEADWALL #1 SECTIONAL PLAN
SCALE: 3/8" = 1'-0"
82'-11 5/8"
CULVERT PLAN
SCALE: 3/16" = 1'-0"
PROVIDE 115• CORNER BARS
AT LONGITUDINAL BARS
(4) #6 VERTICALS WITH
MATCHING FOUNDATION
DOWELS, TYPICAL EACH
SIDE OF PIPE /
950
HEADWALL #2 —
TOP CONC WALL
6'W X 7'H ELEV. 204.57
CULVERT
TOP FOOTER
ELEV. 194.07
G
n
iahvra
/7 J
/
61-0. 1'-4'TYP
\
/ 8'-8"
/ STONE, TYP
(SEE NOTES 1 & 2
ON SHEET 8)
3" PVC WEEP HOLES, TYP
MIN 1 CU FT N. 78M STONE
WRAPPED IN FILTER FABRIC
HEADWALL #2 SECTIONAL PLAN
SCALE: 3/8" = 1'-0"
-JL
7--
#4 DOWELS AT
2'-0" C/C
DRILLED AND
GROUTED 4" INTO
CULVERT WALL
A'i
"
o,
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below Is not a permit, nor shall it be
construetl to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
A ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
...aan,r.....
�-`�N cA Ij0••
IS
SEAL i
023667
N P.R
u..a
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
POINT
#3
_ +
I
CULVERT INVERT
I
ELEV.
195.24
I I
II
I +
6
POINT
#4
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
7--
#4 DOWELS AT
2'-0" C/C
DRILLED AND
GROUTED 4" INTO
CULVERT WALL
A'i
"
o,
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below Is not a permit, nor shall it be
construetl to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
A ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
...aan,r.....
�-`�N cA Ij0••
IS
SEAL i
023667
N P.R
u..a
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
7
12/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 7
DESIGNED BY: J. RIGGS
DRAWN BY: S. CHAMBERS
CHECKED BY: L. BOWE
SHEET TITLE
GENERAL
CULVERT PLAN AND
HEADWALLS #1 & #2
SECTIONAL PLANS
SCALE:
AS NOTED
SHEET 7 OF 14

ELEV. 2
TOP MOUNTED RAILING
(SEE DETAIL THIS SHEET)
#4 0 12" c/c
EA FACE
3
L6
x 41x
CONCRETE BOX
5/16 x
6'-0" LINTEL
w/
(5)
Y2 •
DIA SST EXP
ANCHO
S
0 V-3"
c/c
STONE, TYP
(SEE NOTES
1 & 2)
J>i
so
I
2'-2-
(TYP)
#5 ADHEVSIVE DOWELS x 2'-0" 0 12"
c/c 0 INSIDE FACE DRILLED AND EPDXY
GROUTED 4" INTO CULVERT
°- 3 #4 CONT EA FACE
OVER CULVERTS
PPAWS TYP OVER
CULVERTS
MIN 2 #4 CONT
UNDER CULVERT
— #4 012" c/c DOWELS
EA FACE TYP UNDER
CULVERT
SEE SECTION 11 CLASS VI FOUNDATION
FOR FOOTING CONDITIONING MATERIAL,
REINFORCING TYP UNDER CULVERT
(MIN 12" THICK BEYOND
7'—OSI \ FOOTING)
A SECTION
7 SCALE: 3/8" = 1'-0"
8'-5 7/8"
MUDMAT
TOP MOUNTED RAILING
(SEE DETAIL THIS SHEET)
#4 0 12" c/c w/
MATCHING DOWELS
STONE, TYP
(SEE NOTES 1 & 2)
ON SLOPING SURFACE, PROVIDE #3
DOWELS 0 2'-0" c/c OR ANCHOR
AS RECOMMENDED BY STONE
VENEER MANUFACTURER
#4 ® 12" c/c —
TYP EA FACE
#6 CONTINUOUS
LONGITUDINAL
® 12" c/c
2 #4 CONT
SCHEDULE FOR CONCRETE HEADWALLS #1 & #2
HEADWALL
CONCRETE BOX
ELEVATIONS
WALL HEIGHT
NO.
INVERT -
1
2
1 3
H
1
194.60
193.43
1198.50
1203.43
1 10'-0"
2
195.24
194.07
202.50
204.57
10'-6"
8,_8"
TOP MOUNTED RAILING 6'-0"
(SEE DETAIL THIS SHEET)
10
EL. 198.50 1
E� L' 193.43
0
2'
CW
#3 DOWELS 0 2'-0" c/c
OR AS RECOMMENDED BY
STONE VENEER
MANUFACTURER
— #6 0 8" c/c
w/MATCHING
DOWELS n
— 3" PVC WEEP HOLES, TYP
MIN 1 CU FT M. 78M
STONE WRAPEED IN
FILTER FABRIC
#6 TRANSVERSE m
0 12" c/c MUDMAT
*IF ROCK REFUSAL
7'-0" IS ENCOUNTERED
EXTEND KEY MIN
3" INTO ROCK
e SECTION
7 SCALE: 3/8" = 1'-0"
TOP MOUNTED RAILING
(SEE DETAIL THIS SHEET)
HEADWALL #1 ELEVATION HEADWALL #2 ELEVATION
SCALE: 1/4" = 1'-0" 5'-0" CENTER TO CENTER SCALE: 1/4" = 1'-0"
(MAX.)
is 1 1/2" DIA
PIPE RAILING
i I
1 1/2"0 ALUMINUM a,
RAIL & POST
SEE ANCHORAGE
DETAIL THIS yn
SHEET STOP OF CAPSTONE
TOP MOUNTED RAILING DETAIL
NO SCALE
INV EL.
ESL. 194_07
BASE FLANGE 2 SET SCREWS
(" GROUT BED CAPSTONE
MIN
-' -II `''
STAINLESS STEEL ADHESIVE
U'llANCHORS–DRILL
THROUGH
CONSULTANTS
CAPSTONE TO PROVIDE A
AS REQ'D
MINIMUM 4" EMBEDMENT IN
IAKIh017W WAIT
NVIt:
ALL ALUMINUM SURFACES IN CONTACT WITH
CONCRETE OR GROUT SHALL BE COATED
WITH BITUMINOUS MATERIAL FOR PROTECTION
ANCHORAGE DETAIL
NOTES:
1. ANCHOR STONE MASONRY TO WALL USING SPECIFIED
STONE ANCHORING SYSTEM.
2. PROVIDE WEEPS IN STONE VENEER AS RECOMMENDED
BY MANUFACTURER.
3. RETAINING WALL FOUNDATION DESIGN BASED ON A
PRESUMPTIVE ALLOWABLE SOIL BEARING OF 1,500
PSF.
4. MINIMUM CONCRETE 28—DAY COMPRESSIVE
STRENGTH (fc) SHALL BE 4,500 PSI.
5. CONCRETE REINFORCING STEEL SHALL BE ASTM A615,
GRADE 60.
6. BACKFILL BEHIND WALLS SHALL MEET THE FOLLOWING
REQUIREMENTS.
• EXCAVATED AND REUSED MATERIAL OR LOCAL
BORROW MATERIAL.
is NO ON—SITE ALLUVIAL DEPOSITS OR MATERIAL
CONTAINING ORGANIC MATTER OR DEBRIS.
is WELL—GRADED HOMOGENOUS SOIL THROUGHOUT TO
AVOID LENSES, POCKETS, STREAKS OR LAYERS OF
MATERIAL DIFFERING MATERIALLY IN TEXTURE OR
GRADATION.
• FREE OF LUMPS OR ROCKS LARGER THAN 3—INCHES.
• CONTAINS NO MORE THAN 20 PERCENT BY WEIGHT
PASSING NO. 200 SIEVE.
• COMPACT TO 957 OF MAXIMUM STANDARD PROCTOR
DENSITY, EXCEPT UNDER AND WITHIN 5 FEET OF
PAVEMENT. MAXIMUM SOIL DENSITY OF 120 PCF
ALLOWED.
• COMPACT 100% OF MAXIMUM STANDARD PROCTOR
DENSITY UNDER AND WITHIN 5 FEET OF PAVEMENT.
is MAXIMUM COMPACTION LIFT OF 6 INCHES.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUC ION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design cnnsuhants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PLANNING/ZONING
URBAN
SITE
Mod` ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
...........
0h e.0ti�9
If SEAL
023667
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
7
12/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMBITS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 8
DESIGNED BY: J. RIGGS
DRAWN BY: S. CHAMBERS
CHECKED BY: L. BOWE
SHEET TITLE
GENERAL
CULVERT SECTIONS
AND ELEVATIONS
SCALE:
AS NOTED
SHEET 8 OF 14

a
2
CL
FINISHED GRADE
XA
�\\
FINAL NDISTURBED SOIL
BACKFILL
INITIAL
BACKFILL
MINIMUM SIDE
6" #67 STONE •• ,D. OF PIPE 6" —CLEARANCE
WHEN ROCK I
ENCOUNTERED 2" O.D. OF PIPE 1 ��CLEAR M SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON—TRAFFIC
AREAS.
5. ACHIEVE 80% COMPACTION IN NON—TRAFFIC AREAS, AND 95% COMPACTION IN
TRAFFIC AREAS.
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG- NO. REVISIONS DATE REVISIONS DATE
S-4 RRH —30-0
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DIP
TOPOFCURB NOTES:
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
MPIM=
OR SLOPE SIDE SHALL BEGIN IO' FROM THE
122A"REQ.'S SEE THE CATCH BASIN. THE SLOPE OF
T' NOTE 1. THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 1D' FROM
rx STE SSHALLBEI`° FLOWLINEATCH BASIN.
2) STEPS SHALL SE INSTALLED IN
ALL CATCH BASINS OVER 9' IN DEPTH.
IPE DEPTH SHALL BE MEASURED FROM THE
EEP 1M MIN. TOP OF THE GUTTER TO THE INVERT
POFCUR& OF THE CATCH EASIN.
3) SOLD CONCRETE BRICKS MAYBE
6' USED IN 4X4%8OR 4%8X16 SIZES.
4) NCDOT APPROVED PRECAST
O USING STANDARD ACCEPTABLE
�—� USING STANDARD 6' CASTINGS.
2" 5"
5) DOMESTIC CASTING REQUIRED WITHIN
o STREET RIGHT OF WAY.
34p REBARS 1+5'
S'LONG
a- STANDARD C.B. STEP
GROUT
N PLACE
;;g�ipp° pP 211W
2,2'RPEa"' Y1+Ye' F
IANGONAY OOO OOO
SLOPE-WEEIAW
TOP OF OR 4'I
SIDE
raralx. s' PLAN ELEVATION
C MINIMUM,
WER+2'OEEP
12'MIReLMUPTO SUPRESIST°NTCLEATS
8'PROMTW OFCVRa ,yp0.,.q
RER40. CORROSIDN
15'ttP. RESISTANT
L
(ENNEE
Ru9eER)
IPVSTIC)
ELEVATION SECTION AA
To
PW CIAVERT
CITYOFRALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS ORIE. 7W4 NOTTOSCA'E
TOM CATCH
BASIN
(MODIFIED)
SW -10.01
5' OM CATCH BASIN
MINIMUM ANNULAR SPACE
BETWEEN PIPE AND
MANHOLE WALL TO BE
MIN 2" AND MAX 3".
APPLY NON—SHRINK GROUT
FULL THICKNESS OF
MANHOLE WALL
REBUILD EXISTING CHANNEL
TO SUIT NEW SEWER
CONNECTION TO MANHOLE.
EXISTING BRICK
MANHOLE
Z 6" MIN.
f
PROVIDE BENTONITE
AT PIPE CONNECTION
TO BRICK MANHOLE
2'—O", 36"
PIPE JOINT
PROVIDE GRANULAR
BEDDING
PIPE TO EXISTING SANITARY
BRICK MANHOLE CONNECTION
/ TOP OF
BANK
O p O O� O D
DORMANT
POST PLANTINGS O O 0 O 0 0
3, LTOE OF .STAFF
0 0 J`o
PLAN NEW
TOP OF BANK
DORMANT POST PLANTINGS (PLANT EVEN MIXTURE) -
BLACK
BUTTGN USH (CWILLOW S. NIrRA). SILKY DOGWOOD OCCIDENTAUS), A D ELDERBERRY(S,
CANADENSIS)
X.1
BOTTOM CHANNEL
NOTES:
1.
STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
LATERAL BUD
2
STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT
GROUND
01
USED FOR CONSTRUCTION.
SIDE BRANCH
3.
STAKES SHALL BE INSTALLED WITH THE UDS POINT UPWARD.
REMOVED AT
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
SUGHT ANGLE -
4..
STAKES SHALL BE INSTALLED PERPENDICULAR TO THE BANK.
NC713002.1000
5.
STAKES SHALL BE Y4 TO 2 INCHES IN .DIAMETER AND 2 TO 3
9
FEET LONG..
COR COME
B
STAKES SHALL BE INSTALLED WITH 2OX (1/5) OF THE STAKE
COR COM7
REMAINING ABOVE GROUND.
COR COM6
7.
80% OF THE STAKE SHALL BE BELOW GROUND.
__ _- ---
LIVE STAKING DETAIL
NO SCALE
SECTION
I
K' MINIMUM DIAMETER
,_FLAT TOP END 2OX/ ABO REMAINING STAKE
ABOVE GROUND
PLANT DETAIL
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contl.=. are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC
URBAN
SITE
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
\ylullnun,
cL
C�
rAo,*S8
01
�I//ill 1111111d%��
SE4 NOT VALID UNLESS STONED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
9
12/2017
COR COME
B
6/2017
COR COM7
3/2017
COR COM6
5/2016
RESPONSE TENTS5
1/2016
FINAL DETAL
4
11/20151
COR COMMENTS
3
8/2015
1 95% CLIENT SUBMITTAL
2
6/2015
1 FLOODPLAIN REVIEW
1
10/2014
65% BLUE UNE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 9
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: D. HAMILTON
SHEET TITLE
GENERAL
STANDARD DETAILS
SCALE:
NO SCALE
SHEET 9 OF 14

7
d
E
r=
0
N
hi
0
a
e
m
J
V
APPROVED
11
5 1/2"-5 5/8"
FOR EXTENSION VALVE BOX
- 9)'.
7%' A
10
NOTE: 2'x 2v G' CONCRETE PAD REQUIRED ON All
VALVES. NO PRECAST CONCRETE DOUGHNUT
ALLOWED.
SEE STANDARD W-18
FOR COVER DETAILS.
STANDARD VALVE
BOX TOP SECTION
TO BE SLIDE
SECTION
FINAL Pe
COURSE
USE 5" SOIL PIPE
FOR EXTENSIONS
TAMPED
BACKFILL
r- - I DOMESTIC
CA5TING
RENT
VALVE BOX
COVER ae}t.Qta
VBOXE .'..
WATER
STAB -IN C.I. OR .......,..; :w.:..:. •.:w:
D.I. PIPE GASKET TAMPED
BACKFILL NOTES:
1) VALVE BOX NOT TO CONTACT WATER MAIN
2) ALL TRAFFIC CASTINGS MUST BE CLASS 35
OR GREATER.
3) FOR ANY VALVES OVER 10' DEEP, A VALVE
STEM EXTENSION MUST BE USED TO BRING TO
A DEPTH OF NO MORE THAN 5', EXTENSION
MUST BE A MINIMUM OF i" SOLID STOCK.
STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT. MINIMUM OF 85
BOTTOM SECTION LBS.
VALVE BOX INSTALLATION &
EXTENSION DETAIL
WATER LINE INSTALLATION NOTES:
1. SHOULD THE EXISTING 6" WATER LINE BE TAKEN OUT OF SERVICE FOR
MORE THAN 14 CONSECUTIVE CALENDER DAYS, A 2" TEMPORARY
WATER MAIN BLOWOFF ASSEMBLY SHALL BE INSTALLED ON EACH
DEAD-END, PER CITY STANDARD DRAWING W-21.
2. WATER FROM EXISTING WATER MAIN TO BE REPLACED SHALL BE
DISCHARGED DIRECTLY INTO EXSTING SMH #1. UNDER NO
CIRCUMSTANCE SHALL POTABLE WATER BE DISCHARGED INTO THE
STORM SEWER SYSTEM OR INTO THE STREAM (DIRECTLY OR
INDIRECTLY). CONTRACTOR SHALL SUBMIT A "SPECIAL DISCHARGE
PERMIT APPLICATION" PRIOR TO DISCHARGE OF CHLORINATED WATER
INTO SANITARY SEWER SYSTEM (CONTACT RYAN FAW
919-996-3700).
3. THRUST BLOCKING TO BE INSTALLED UPSTREAM OF EACH PROPOSED
INSERTION VALVE. SEE DETAIL W-7 ON THIS SHEET. SUBSTITUTE
FACTORY WELDED THRUST COLLAR WITH A FIELD INSTALLED
RESTRAINING GLAND, COLLAR, OR SIMILAR METHODS AND MATERIALS TO
BE REVIEWED AND APPROVED BY THE ENGINEER. THRUST BLOCK TO BE
INSTALLED ON SAME PIPE SECTION AS INSERT VALVE AND SHALL BE
ALLOWED TO CURE FOR 7 DAYS PRIOR TO INSERT VALVE INSTALLATION
(3 DAYS IF HIGH EARLY CONCRETE MIX).
4. WHILE WATER LINE JOINTS ARE EXPOSED, MAINTAIN PARTIAL BACKFILL
OVER PIPE. MAIN SHALL BE PRESSURIZED TO CHECK FOR LEAKS PRIOR
TO COMPLETING BACKFILL.
5. NOTIFY DALE UTLEY (919-996-5925) OF RALEIGH PUBLIC UTILITIES AT
LEAST 24 HOURS PRIOR TO OPERATING THE INSERTION VALVES. UNDER
NO CIRCUMSTANCE SHALL THE NEW VALVE BE OPERATED WITHOUT
SUCH NOTIFICATION, UNLESS CITY STAFF IS PRESENT.
6. INSERT VALVES SHALL BE BY TEAM INDUSTRIAL. ONCE INSERTION
VALVES ARE IN PLACE AND OPERATIONAL, AND EXISTING WATER MAIN
TO BE REPLACED HAS BEEN REMOVED, INSTALL AN MJ CAP ON EACH
DEAD END AND KEEP IN PLACE UNTIL NEW SECTION OF PIPE IS BEING
INSTALLED.
THRUST COLLAR C.
I
"X" BAR UNDISTURBED SOIL -�
,^-0 9x o"oKoo r e oa
... + IPM .. OLL1 '°. :: a' :3. •7,e�,:i•w ':.
:Si°w r; r;r '� ",Zy l lyi ¢M1••a " z
J; V
trx' r. y.•'"^ Q OPoO • ,: :'°t:: ;: iv!' =„ a
r.A•C...Jaki Ux-y .r •'".�y :.Ar.e• a
oa,1-4
3" MIN. "Y" BAR3" MIN.
CLEARANCE ^B" CLEARANCE
REINFORCING REQUIREMENTS
I.D. PIPE REBAR SIZE "X" BAR LENGTH "X" BAR WEIGHT "Y" BAR LENGTH "Y" BAR WEIGHTI NO. REQUIRED
6" - 36" #5 2'-Y+ O.D. PIPE 1.043 LBS/Fr 1'-1" 1.1 LBS. EACH X-24, Y-12
48" & greater #6 Y-0"+ O.D. PIPE 1.502 LBS/FT 1'-3" 1.8 LBS. EACH X-24, Y-12
THRUST COLLAR. AND THRUST SCHEDULE l fill
NOTES:
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS,
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK
INSTALLATION SHALL BE THE MINIMUM WIDTH AS SHOWN ON
STANDARD DETAIL W-3.
5. BACKFILL TAMPED IN 6" CITY OF RALEIGH
LIFTS PER STANDARD DEPARTMENT OF PUBLIC UTILITIES
DETAIL W-3.
6. THRUST COLLAR MUST THRUST BLOCKING DESIGN DATA
BE FACTORY WELDED ON FOR WATER MAINS
BOTH SIDES ALONG BOTH DWGN0REVISIONS DATE REVISIONS DATE
. .
EDGES OF COLLAR RRH 1-21-00 J.P.S.
AROUND CIRCUMFERENCE. W-7 D.H.L. -18-08 - -
I.D.
PIPE
"A"
"B"
"C"
APPROVED BY PUBLIC
UTILITIES DEPT.
6-
16
1 -4
1 -7
2
3
8
20
- 24
1'-4"
l'-7"
1
2"
30"
- 36"
1'-4"
1'-7"
4"
5
8"
48"
& realer
9'-8"
1'-9"
7
8"
THRUST BLOCKING DESIGN
DATA FOR WATER MAINS
MAIN SIZE
END PIPE SIZE--
16" & GREATER
6" MIN.
6" - 12"
APPROVED BY PUBLIC
UTILITIES DEPT.
BLIND FLANGE WITH
2" THREADED PLUG
NEW ASPHALT
SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT EXISTING PAVEMENT
"W C 12
EXISTING
SUBGRADE 1-0"
UNDISTURBED SOIL
COMPACTED
FILL IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH
AN APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE
MATERIAL AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE
WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A
DENSITY EQUAL TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE
REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS THAN 3"
THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED
THOROUGHLY WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL
PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING,
W-3. FOR ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED
ON SITE ENCROACHMENT PERMIT.
CITY OF RALEIGH
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DWG. N0. REVISIONS DATE REVISIONS DATE
W-2 RRH -31-00 _
D.W.C. 1-1-99 J.P.S.
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DETAIL W-20 TO BE
USED SEE STANDARD
MANHOLE COVER
GROUND LINE ORS
PAVEMENT
3000 P.S.I.CONCRETE X FLANGE PIPE:
PAD BENEATH FRAME, PLAIN END
4" THICK =
RODDING
M10
0
E:A
l
M
MIN. 5'
MIN. 5' MAX. 10'
MAX. 10' }" WEEPHOL #67.
STONE
BLOCK INFORMATION SEE
DETAILS W-7, W-8
& W-9 FOR THRUST
MECHANICAL
RESTRAINING
GLAND
NOTES:
1) NO ROD COUPLINGS ALLOWED
6"_8"
LVE BLOW
OFF
VANIZED STEEL RODS AND
BOLTS SHALL
BE 3/4" HOT DIPPED
MJ
FITTING
3000 PSI CONCRETE
WITH 4" THICKNESS
TEMPORARY WATER MAIN BLOW OFF ASSEMBLY
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Pians for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent [oral compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is nota permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all local, State, and Federal
TRANSPORTATION FIELD SERVICES
PUBLIC
URBAN
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
\ \\ OLAL
"�!a`•., 18101
SFA NOT vnuo uwLess acSb nrvD wren
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
3 12/2017 COR COMMENTS
2 6/2017 COR COMMENTS
1 3/2017 COR COMMENTS
N0. DATE ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 9A
DESIGNED BY: M. PACINI
DRAWN BY: W. LEAK
CHECKED BY: D. HAMILTON
SHEEP TITLE
GENERAL
WATER LINE DETAILS
AND NOTES
SCALE:
NO SCALE
SHEET gq OF 14
Rules and Regulations.

1
E
:,
-A
A.B.C.
STANDARD
MANHOLE COMPACTED
BACKFILL
TOTAL CHIMNEY
NOT TO
EXCEED 11"
SECTION
PRECAST CONCRETE -
SPACER (DONUT RINGS)
IN TRAFFIC AREAS ONLY.
DONUT RINGS NOT
ALLOWED IN EASEMENTS.
CITY OF RALEIGH
STANDARD MANHOLE FRAME AND COVER
DETAIL WITHIN PAVED SURFACES
S-29
STANDARD MANHOLE FRAME AND COVER
DETAIL WITHIN PAVED SURFACES
COVER 120 LBS. MINIMUM
l,r
23 1/2" 21"
t d
BUTYL—NEK OR
APPROVED
>LANT BETWEEN
FRAME AND
COVER
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT
OF 182 LBS. WITHIN PUBLIC ROW AND
160 LBS. WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120
LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF
PAVED SURFACES SHALL BE BOLTED TO
THE CONE SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME.
MANHOLE FRAME AND COVER
HOLE
1"
00 1�4
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
STANDARD MANHOLE COVER
SEE C.O.R. STANDARD
S-25 FOR MANHOLE
FRAME AND COVER
24" MAX
d r O
��'> 4'-6' DIA. AS
REQUIRED
EN
SHELF—
SLOPE
HELF SLOPEo'er
A
L
A
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
PROVIDE A WATER TIGHT SEAL.
n
ECCENTRIC M.H. CONE
MAY BE USED ON 8" ,
10" AND 12" SEWER
MAINS.
MANHOLE CONE AND
BARREL SECTIONS
SHALL BE AS PER
ASTM. STANDARDS
"0" RING
SEAL OR
ff :: - :••
STANDARD PRECAST SANITARY
SEWER MANHOLE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property, owner, design consultants, and
contractors are each responsible for compliance With all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation Of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
STORMWATER
URBAN
SITE AC
0 ARCADIS
LATERAL INVERT SHALL NOT
�BE
LOWER THAN MAIN. SPRING—
CONSULTANTS
LINE. MANHOLE SHALL BE 2'
SEALS
ABOVE 100 YEAR FLOOD PLAIN
L
OR SEALED AND VENT TO BE
RALEIGH, NORTH CAROLINA
2' ABOVE 100 YEAR FLOOD
9"
PLAIN. WHEN MANHOLE TOPS
STREAM BANK STABILIZATION
ARE IN EXCESS OF 3' ABOVE
GRADE. OUTSIDE STEPS MUST
BE PROVIDED. SEE STANDARD
S-28 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF V ABOVE
FINISHED GROUND SURFACE.
SEE SEWER
DESIGN SECTION
MIN. 9" COMPACTED #67
STONE BASE TO BE
INSTALLED UNDER NEW
2
MANHOLE.
STANDARD PRECAST SANITARY
SEWER MANHOLE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property, owner, design consultants, and
contractors are each responsible for compliance With all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation Of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
STORMWATER
URBAN
SITE AC
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
\\\\\1111111111//
EAL
—
18101HAW
SEAL NOT VAUD UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
2
12/2017
COR COMMENTS
1
3/2017
COR COMMENTS
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 9B
DESIGNED BY: M. PACINI
DRAWN BY: W. LEAK
CHECKED BY: D. HAMILTON
SHEET TITLE
GENERAL
STANDARD DETAILS
SCALE:
NO SCALE
SHEET 9B OF 14

2
ASPHALT PAVEMENT PATCH
SAW CUT SAW CUT
AND TACK AND TACK
EXISTING PAVEMENTEXISTING PAVEMENT
NEW ASPHALT 3" MINIMUM
000° , 0° °0,•0°00 000 00 •00 00000. 0000 00°oOOW oo o$
00A -P P�00 ° 0,.0 0• O°OoOe°0p 00000
OOoO O°O .100 NEW AB'12"MINIMUM DEPTH •eO•Oeo
O.Oo.°°e°e °e o•O O
EXISTINGABC °090.0.0 00000 00,0• o Oo 0e0eo 0.
1' KEY -IN 7"�TJ-11 7"jT'�I'j1T"j V KEY -IN EXISTING ABC
EXISTING SUBGRADE 1' III III 111 III i
III-� III
III-IIII-I � I -I
III COMPACTED FILL I
IIIII11111�111111I11111
I-III-IIII-III-I
T=
O
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO
T-99 AS MODIFIED BY NCDOT.
3, THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY CITY OF RALEIGH ENGINEER.
4. THE ENTIRE THICKNESSIVERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH.
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS RnteMMS xorrosulE
ASPHALT PAVEMENT
PATCH
T-10.05
STANDARD ASPHALT PAVEMENT PATCH DETAIL
ttl MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
,� IIIA un 1111
FRONT VIEW
FABRIC
112" EXPANSION JOINT
SLOPE Ile V (I")
7.5" * 6• SIDEWALK
2' T 6.5' 1 6' �1
* USE 6.5" WHEN DRIVEWAY IS USED IN LIEU
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT),
SUCH AS IN A CUL-DE SAC.
STANDARD TEMPORARY SAFETY FENCE
SCALE: NO SCALE
CONCRETE APRON DETAIL
aTREEPROTECTIONAREA I
R OO NOT ENTER
WARNING SIGN DETAIL
SIDE VIEW
MIN. IO GA
UNEWIRES
%TILE FABRIC
�n IIII
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
a
US" RADIUS (TYP.)
6„ 24"
6„ •' 3"
3„ sucya=1y FT.
7
1. 30" CURB & GUTTER
MEDIAN CURB AND GUTTER
SIDE ELEVATION
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
16 MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1/2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026.2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
S. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028.2 OF NCDOT STANDARD & SPECIFICATIONS FOR
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GUTTER SUPERELEVATION RATES.
6' MAX
VMN&E AS DIRECTED BY THE EN W NEER
TREE PROTECTION AREA
DO NOT ENTER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
JOINTS OR AT ALL RIGID OBJECTS.
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
W,.
F�-- 4. 10"T6,. a. Q.�L�im
1„
2.30" VALLEY TYPE GUTTER
4-1 w o:'coo°abseo2.bL&:0,91"%°o@0eQ°"w'6°b
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
6" 24"
3"
6 , 3„
sl.oRE=+rzy Fr.
SPILL CURB DETAIL
CURB AND GUTTER DETAIL
FRONT VIEW y 1
,ail IIII
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL,
2. LETTERS TO BE T' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LEGMAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
T. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
8. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEEN.C. STATE DENR PRACTICE STANDARDS& SPECIFICATIONS SEDIMENT FENCE SEF FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
MIN. 12-012 GA,
INTERMEDIATE
NARES
STANDARD TEMPORARY TREE PROTECTION FENCE
SCALE: NO SCALE
SHEET IOF2
CONCURRENT REVIEW APPROVAL
CIN OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authpdzadon for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall It be
construed to permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD
PUBLIC
PLANNING/ZONING
URBAN
SITE ACCESSIBILITY
92 ARCMIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
\\\\`\,1111r11111///� /
_ E L
18101 i
SEAL NOT VAUD UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
8
12/2017
COR COMMENTS
7
6/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 10
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: D. HAMILTON
SHEET TITLE
GENERAL
STANDARD DETAILS
SCALE:
NO SCALE
SHEET 10- OF 14

E
TOP OF SILT FENCE
MUSTSEATLEASTV
ABOVE THE TOP OF
THE WASHED STONE.
FRONT VIEW
11 BUFENCE,
u FILTERTER FAB FABRIC,
AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
NOTES:
INTO80U°GROUND
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET 15 COVERED. ZAPART
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. INT
EXISTING
VdOVENVMF
HARDWARE
FILTER OF 07
WASHEDSTONE
SECTION VIEW
T FILTER FABRIC APRON
1 p •,
ECITY
\BURY &' UPPER EDGE OF
WIRE FENCE AND FILTER FABRIC APRON IN TRENCH
MRDMRE CLOTH 11-_
WOODEN STAKE WITH WATTLE
IN
OF RALEIGH
PUBLIC WORKS DEPARTMENT
�=7
CONSULTANTS
NOTES:
STANDARDBURY
SILT FENCE OUTLET
WATTLE
f
SEDIMENT ON SITE
EAL ` =
1. PUT SILT FENCE OR TREE PROTECTION
STANDARD SILT FENCE OUTLET
SCALE: NO SCALE
50' MIN.
WOODEN STAKE WITH WATTLE
IN
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
NOTES:
BUT SUFFICIENT TO KEEP
WATTLE
f
SEDIMENT ON SITE
EAL ` =
1. PUT SILT FENCE OR TREE PROTECTION
000�i 4b000080000�000 0o0oo0Boo�
.
FENCE UP TO ENSURE CONSTRUCTION
000 S000O000 00 0 o4Poo'0ocb
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
ENTRANCE IS USED,
0000 0 0
STREAM BANK STABILIZATION
25' OR FULL WIDTH
000 2".3" STONE TO BE USED $
OF PROPOSED STREET
2. IF CONSTRUCTION ON THE SITES ARE SUCH
bo ( SURGE STONE OR o0
PROFILE VIEW
OR ENTRANCE,
THAT THE MUD IS NOT REMOVED BY THE
0 0 oVEHICLE
0000 RAILROAD BA T)
6/2017
WHICHEVER IS
TRAVELING OVER THE STONE,
0$c
COR COMMENTS
5
THEN THE TIRES OF THE VEHICLE MUST BE
0000 p0400�0�g0 GREATER.
4
1/2016
WASHED BEFORE ENTERING THE PUBLIC
00 o0W o 000 00 0 000 o�0tl'o"0
8/2015
95% CLIENT SUBMITTAL
- ROAD.
00 0 0 00000 0800 0000
FLOODPLAIN REVIEW
1
10/2014
DESIGNEE.
NO.
3. IF A PROJECT CONTINUES TO PULL MUD
I ISSUED FOR
AND DEBRIS ON TO THE PUBLIC ROAD, THE
2015
DATE: MAY 2016
GOVERNING AUTHORITY WILL CLEAN THE
PLAN
DESIGNED BY: J. STEWART
AREA AND INVOICE THE FINANCIALLY
CHECKED BY: D. HAMILTON
STAPLE
RESPONSIBLE PERSON AS INDICATED ON
EROSION CONTROL
WOODEN STAKE
THE FINANCIAL RESPONSIBILITY FORM.
EXISTING ROADWAY
Ill
6" MIN.
T
Imo— 35' MIN.
FABRIC UNDER STONE
CROSS SECTION
CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE
SCALE: NO SCALE
/-M
NEW CONSTRUCTION
15' MIN.
2" MIN.
9.011111122111111
STEEL POST
FILLSLOPE
2
T FENCE GEOTEXTILE FABRIC*
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
SIDE VIEW LIFE OF FENCING: 6-9 MONTHS
5' MAX. PLASTIC OR
FRONTVIEW
II IIIII
dill,
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS 8 SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS S DESIGN CRITERIA.
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
STANDARDTEMPORARY
(SEDIMENT/SILT) FENCE
SW -20.01
STANDARD TEMPORARY SILT FENCE
SCALE: NO SCALE
STRAW WATTLE D ETAI L
SCALE: NO SCALE
EXISTING CULVERT
FLOW
CLEAN WASH
STONE
CONSTRUCTION SPECIFICATIONS
PLAN
A
11
BOX CULVERT
BOX CULVERT
OW
^
2ARY CULVERT
TEMPORARY CULVERT
SANDBAGS
NOTES:
FOR CONSTRUCTION SEQUENCE,
SEE SHEET S.
TEMPORARY STABILIZATION
SCALE: NO SCALE
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FR HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/24NCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 -INCH IN
DIAMETER, PLACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT 057 WASHED
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
a b o
�i _0 e p°0
o
a%
e`0 ooe e
gb0�
2001
TEMPORARY SEDIMENT
DEWATERING r—CONCRETE BLOCK
LILJ t'?ld� O' o
1 ao 00 00 00 OB
Qct 1�0 a°e AQp OOeOe
o a oe QD°'$
e 99 00 :0,0
�eeee eq$9e8e°9 $ogo a Al
8e
2:1 SLOPE, GRAVEL BERM
-aa
CC WORKS DEPARTMENT
I BLOCK AND GRAVEL DROP INLET PROTECTION
PUBLICWORKSDEPANTMENT
BLOCK AND GRAVEL
DROP INLET PROTECTION
SW -20.14
BLOCK AND GRAVEL DROP
INLET PROTECTION DETAIL
SCALE: NO SCALE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed W permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
STORMWATER
PLANNING/ZONING
URBAN
SITE AC
0 ARCADIS
WOODEN STAKE WITH WATTLE
IN
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
FILTER FABRIC ANCHORED TO THE TOP
12" DIAMETER STRAW FILLED
WATTLE
f
OR DITCH LINER
EAL ` =
18101 '
.
DITCHLINE
NOTES:
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
1.
WATTLES SHALL BE FILLED WITH
STREAM BANK STABILIZATION
NC713002.1000
OR OTHER APPROVED MATERIAL
2.
SPACING FOR WATTLES SHALL BE
PROFILE VIEW
12/2017
COR COMMENTS
DETERMINED BY THE SITE ENGINEER.
6/2017
COR COMMENTS
3.
WATTLES MAY BE USED FOR _
COR COMMENTS
5
5/2016
PROTECTION OF CATCH BASINS AND
4
1/2016
FINAL DESIGN SUBMITTAL
DROP INLETS WITH APPROVAL BY THE
8/2015
95% CLIENT SUBMITTAL
2
STORMWATER UTILITY MANAGER OR
FLOODPLAIN REVIEW
1
10/2014
DESIGNEE.
NO.
DATE
I ISSUED FOR
12" DIAMETER STRAW FILLED WATTLE
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FASTENED TO WOODEN STAKE BY NAIL OR
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: D. HAMILTON
STAPLE
GENERAL
EROSION CONTROL
WOODEN STAKE
SCALE:
NO SCALE
SHEET 11 OF 14
DITCHLINE
FILTER FABRIC
OR DITCH LINERF�
LOW
6" COVER
CITYOFRALEIGH
8" FABRIC STAPLE
PUBLIC WORKS DEPARTMENT
REVISIONS
MTEmin3 AroTroacaE
18"
18"
WATTLE DETAIL
SW -20.23
STRAW WATTLE D ETAI L
SCALE: NO SCALE
EXISTING CULVERT
FLOW
CLEAN WASH
STONE
CONSTRUCTION SPECIFICATIONS
PLAN
A
11
BOX CULVERT
BOX CULVERT
OW
^
2ARY CULVERT
TEMPORARY CULVERT
SANDBAGS
NOTES:
FOR CONSTRUCTION SEQUENCE,
SEE SHEET S.
TEMPORARY STABILIZATION
SCALE: NO SCALE
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FR HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/24NCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 -INCH IN
DIAMETER, PLACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT 057 WASHED
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
a b o
�i _0 e p°0
o
a%
e`0 ooe e
gb0�
2001
TEMPORARY SEDIMENT
DEWATERING r—CONCRETE BLOCK
LILJ t'?ld� O' o
1 ao 00 00 00 OB
Qct 1�0 a°e AQp OOeOe
o a oe QD°'$
e 99 00 :0,0
�eeee eq$9e8e°9 $ogo a Al
8e
2:1 SLOPE, GRAVEL BERM
-aa
CC WORKS DEPARTMENT
I BLOCK AND GRAVEL DROP INLET PROTECTION
PUBLICWORKSDEPANTMENT
BLOCK AND GRAVEL
DROP INLET PROTECTION
SW -20.14
BLOCK AND GRAVEL DROP
INLET PROTECTION DETAIL
SCALE: NO SCALE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed W permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
STORMWATER
PLANNING/ZONING
URBAN
SITE AC
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
N CAROI ��
CC WORKS DEPARTMENT
I BLOCK AND GRAVEL DROP INLET PROTECTION
PUBLICWORKSDEPANTMENT
BLOCK AND GRAVEL
DROP INLET PROTECTION
SW -20.14
BLOCK AND GRAVEL DROP
INLET PROTECTION DETAIL
SCALE: NO SCALE
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed W permit any violation of City, State or Federal Law. All Construction
must be In accordance with all Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
STORMWATER
PLANNING/ZONING
URBAN
SITE AC
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
N CAROI ��
f
EAL ` =
18101 '
SEAL NOT VAUD UNLESS SIGNED NO DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
8
12/2017
COR COMMENTS
7
6/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
I ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 11
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: D. HAMILTON
SHEET TITLE
GENERAL
EROSION CONTROL
DETAILS
SCALE:
NO SCALE
SHEET 11 OF 14

3
o t/ EXST CHANNEL
STABILIZED INLET �( `
PUMP j )1 ,�EXST CHANNEL
STABILIZED INLET
IMPERVIOUS PUMP
DAM
HOSES T 2
W. DREWRY LANE
STABILIZED
TEMPORARY 4'
RIP RAP PAD
PLAN
SHEET PLASTIC
20 MIL. THICK
NOTE&
1. EXCAVATION SHALL BE
HOSE PERFORMED ONLY IN DRY
SECTIONS OF CHANNEL.
2. IMPERVIOUS DAMS TO BE
USED TO ISOLATE WORK
AREAS FROM STREAM
FLOW.
3. CONTRACTOR SHALL
PUMP THREAD HOSE THROUGH
EXISTING STORM DRAINS
UNDER ROADWAY WHEN
AVAILABLE.
SILT BAG 4. PROTECT HOSE FROM
VEHICLE TRAFFIC IF
LOCATED IN ROADWAY.
LEVEL WITH TOP OF BANK
OR AS NECESSARY TO
STAY A MIN. OF 1 FT
ABOVE NORMAL FLOW
CLASS 1 RIP RAP OR OTHER
APPROVED MATERIAL,
SLOPE NO GREATER THAN 2:1
SANDBAGS, CLASS 1 RIP _/ NOTE:
RAP OR OTHER NON- CONTRACTOR SHALL FOLLOW
ERODIBLE MATERIAL CONSTRUCTION SEQUENCE ON
SHEET 5.
SYNTHETIC FILTER _/
FABRIC A
12
CULVERT PUMP AROUND
OPERATION DETAIL
SCALE: NO SCALE
DIRECTION OF FLOW
MATTING WOODEN ANCHOR TRENCH
IN TRENCH ON 1' CENTERS
ANCHOR OVERLAP
�ON 1' CENTERS
.... --.
a.
6" OVERLAY (MIN.)
NOTES: PLAN VIEW
1 COIR MATTING TO BE USED ON ALL AREAS
BELOW TOB (TOP OF BANK). USE NON -SYNTHETIC
MATTING ON AREAS ABOVE TOB.
HOSE
SILT BAG OR
TEMPORARY RIP RAP
DISCHARGE PAD
IMPERVIOUS
iso
w CLASS 1 RIP-
= rn RAP OR SAND
SBAGS
rc
o�WORK
M -
PLACE SAND BAGS -
TO ANCHOR
POLYETHYLENE LINER
AREA
i
IMPERVIOUS DAM
(CLASS 1 OR 2 RIP
RAP w/FlLTER FABRIC
OR SAND BAGS
NOTES:
1. GRADING SHALL BE PERFORMED IN ONLY
DRY SECTIONS OF CHANNEL.
2. IMPERVIOUS DAM TO BE USED TO
ISOLATE WORK AREAS FROM STREAM
FLOW UPSTREAM AND BACKWATER FROM
CRABTREE CREEK.
10'-0"
PIT FOR STREAM BYPASS
POLYETHYLENE
LINER FOR RIP RAP
SEDIMENT CONTROL
Z STONE
m
0
I
N
FILTER FABRIC FOR
B SEDIMENT CONTROL
STONE
12
BANK TIE-IN ELEVATION*
(SEE TABLE)
STREAMBED
EXISTING GROUND
KEY VANE INTO BAN
5' MINIMUM
SECTION A -A
INVERT STONE* (SEE TABLE)
STREAMBED
FLOW FLOW -
VANE BOULDER
AT PROPOSED
STREAMBED ELEVATION
TOP F BANK
STREAM STABILIZATION PUMP AROUND
OPERATION DETAIL
SCALE: NO SCALE
N
d. N
N
NOTE:
NAIL MAY BE USED IN LIEU OF NOTCH.
WOODEN ANCHOR DETAIL
ANCHORS ON
3' CENTERS
MATTING -
(SEE NOTE 1)
ANCHORS ON —
3' CENTERS
LIVE STAKE, TYP.--,,,,,,
IF REQUIRED INSTALL
COIR FIBER WATTLE
AT TOE
STREAM BED
18" (TYP.)
BACKFlLL 1
G MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
EXTEND MATTING
TO NORMAL WATER
SURFACE ELEVATION
2. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE TYPICAL STREAM BANK CROSS SECTION
COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS, AND PLANTING NOTES PRIOR TO
PLACEMENT. EROSION CONTROL MATTING PLACEMENT
SCALE: NO SCALE
SCOUR
FOOTER BOULDERS ---y DEEPEST PART OF SCOUR POOL—
TO BE IN LINE WITH WHERE
VANE ARMS TIE INTO STREAMBANK.
DO NOT EXCAVATE SCOUR POOL
TOO CLOSE TO FOOTER BOULDERS.
SECTION B—B
ELEVATION TABLE
InvertStone
Station
InvertStone
Elevation
Bank Tie
Elevation
Vane 1 1+25
1 199.00
200.20
Vane 2 1+06
1 198.50
199.70
Vane 3 0+20
1 194.931
196.13
ALL BOULDERS TO BE MINIMUM VOLUME OF
0.67 CUBIC YARD, APPROXIMATELY 3'X3'X2' OR
AS DIRECTED IN THE PROJECT SPECIFICATIONS AND
SHALL BE ANGULAR, FLAT WITH ONE AXIS 1.5 TIMES
AS LONG AS THE SHORTEST TO RESIST ROLLING.
BOULDER SHALL BE CLEAN AND FREE OF SEDIMENT.
LAYOUT AND ELEVATIONS ARE SUBJECT TO CHANGE
DURING CONSTRUCTION.
x
a
r
BOULDERS IN THE J TURN SHOULD
BE GAPPED 1/4 TO 1/2 WIDTH OF
NEXT BOULDER
0
BOULDERS IN THE VANE ARM SHOULD
NOT BE GAPPED OR HAVE SPACES.TIE
INTO STREAMBANK STAGE* (SEE TABLE)
FOOTER BOULDERS
SPACING PER PLAN
GEOTEXTILE FABRIC TIE BACK 5 FT
BACKFILL WITH STONE MATERIAL EQUAL
PARTS CLASS A/B OR AS DIRECTED
BY DESIGNER ON SITE, MIN 5 FT TIE
BACK, MIN 2 FT DEPTH.
KEY VANE INTO BANK WITH BOULDER
CUTOFF SILL - 5' MIN.
- APPROXIMATELY 4.0'
PLAN VIEW
DER
CROSS SECTION VIEW
BOULDER J—HOOK VANE WITH GEOTEXTILE FABRIC
SCALE: NO SCALE
GhIJ IIIVV
CONCURRENT REVIEW
GROUND
NORTH CAROLINA, INC.
CONSULTANTS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
4
Plans for the proposed use have been reviewed for general compliance with
_
applicable codes. This limited review, and authorization for construction is not to
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be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
'
contractors are each responsible for compliance with all applicable City, State and
ANCHORS ON
Federal laws. This specific authorization below is not a permit, nor shall it be
1' CENTERS
construed to permit any violation of City, State or Federal Law. All Construction
IN TRENCH
must be in accordance with all Loral, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
Ma ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
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SEAL NOT VALID UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
8
12/2017
COR COMMENTS
7
6/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 12
DESIGNED BY: J. STEWART / C. YOW
DRAWN BY: S. CHAMBERS
CHECKED BY: J. HUGHEY
SHEET TITLE
GENERAL
EROSION CONTROL
DETAILS
SCALE:
NO SCALE
SHEET �'� OF 14

A
J
u
� � \ 3
PLACEMENT IN WORK ZONES
ROAD OR HIGHWAY
A = DISTANCES BETWEEN
I \
SIGNS (FEET)
ALL STREETS
100
I \
SEAL
18101 -
3 / \
�Illnluua�}i
SEAL NOT VALID UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
7
12/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
ISSUED FOR
r I
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
W
\ BR
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
U
\
GENERAL
TRAFFIC CONTROL PLAN
SCALE:
AS NOTED
SHEET 13 OF 14
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f
P
00
\N
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\
\
C
\
\
1
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f
3
i
I
/
/
/
3 1
2
0\1 I i I
TRAFFIC CONTROL PLAN
0 200' 400'
LEGEND
® WORK AREA
O TYPE III NCDOT BARRICADE "ROAD CLOSED"
O2 TYPE III NCDOT BARRICADE "ROAD CLOSED TO THRU TRAFFIC"
O "DETOUR" (LEFT OR RIGHT)
O4 "DETOUR AHEAD"
DETOUR
ADVANCED DISTANCES FOR WARNINGS SIGN
PLACEMENT IN WORK ZONES
ROAD OR HIGHWAY
A = DISTANCES BETWEEN
CONSULTANTS
SIGNS (FEET)
ALL STREETS
100
NOTES:
1. BARRICADES SHALL BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE
SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT, NOT EASILY BLOWN OVER BY
THE WIND OR TRAFFIC. THE SUPPORT MAY INCLUDE OTHER UNSTRIPED HORIZONTAL
PANELS AS NECESSARY TO PROVIDE STABILITY.
2. ALL UTILIZATION AND DESIGN OF WORK ZONE TRAFFIC CONTROL DEVICES SHALL MEET
THE REQUIREMENTS OF THE NCDOT ROADWAY STANDARD DRAWINGS.
3. AS CONSTRUCTION ACTIVITY IS COMPLETED, SIGNS SHALL BE REMOVED ACCORDINGLY.
4. DETOUR PLAN SHALL BE SUBMITTED TO ENGINEER AND APPROVED BEFORE SIDE STREET
INTERSECTIONS ARE CLOSED. DETOUR ARROW SIGNS SHALL DIRECT TRAFFIC THROUGH A
FULL DETOUR AND END ON THE ROAD THAT IS CLOSED.
5. ACCESS TO RESIDENCES WITHIN THE WORK AREA SHALL BE MAINTAINED AT ALL TIMES.
6. THE CITY OF RALEIGH DEPARTMENT OF TRANSPORTATION AND RESIDENCES OF AFFECTED
STREET SHALL RECEIVE NOTICE FROM CONTRACTOR AT LEAST 72 HOURS IN ADVANCE
BEFORE CLOSING STREET.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PLANNING/ZONING
URBAN
SITE
0 ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
CONSULTANTS
SEALS
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CARO '/
o•` �N
SEAL
18101 -
A.
�Illnluua�}i
SEAL NOT VALID UNLESS SIGNED AND DATED
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
7
12/2017
COR COMMENTS
6
3/2017
COR COMMENTS
5
5/2016
RESPONSE TO COR COMMENTS
4
1/2016
FINAL DESIGN SUBMITTAL
3
8/2015
95% CLIENT SUBMITTAL
2
6/2015
FLOODPLAIN REVIEW
1
10/2014
65% BLUE LINE SUB.
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE: MAY 2016
PROJECT NO.: NC713002.1000
FILE NAME: SHEET 13
DESIGNED BY: J. STEWART
DRAWN BY: S. CHAMBERS
CHECKED BY: D. HAMILTON
SHEET TITLE
GENERAL
TRAFFIC CONTROL PLAN
SCALE:
AS NOTED
SHEET 13 OF 14

n
f
tl�^ $SSS REMAIN
_sMM SS
EXISTING GIS
MH 149949
SUCTION MH
TEMPORARY PLUG
/LLP kirr cnN
EXISTING GIS
MH 115370
8" SS TO REMAIN
PROPOSED BYPASS `
PUMPING SETUP NO. 2 NNN
8" SS TO
BE REPLACED \
SAN MH #1
SC
ss
Y /
i'SS 8S / yyzy�
55 NE y/
9 SS 10 S0— `` C`` �P
55 OR y�y
iiy
i�SS
wES� PROPOSED BYPASS
s PUMPING
s y
DISCHARGE MH
SUCTION MH
EXISTING GIS
MH 159998
TEMPORARY PLUG
(IF NEEDED)
RgMNN ss i
551055/ 55
fSSl,
/
SSi/
SS 55
F 8 SS TO REMAIN
ns
~l
55
SS sSEM�
�s 55 ss
55
EXISTING GIS
MH 102713
SANITARY SEWER BYPASS PUMPING VICINITY MAP
SCALE: 1"= 50'
EXISTING GIS
MH 144798
SUCTION MH
SS SIS To RSMAI_�
TO EMS
55
ss ss
SC
G!
PROPOSED
BYPASS PUMPING
SETUP NO. 3
\SS 8 SS
EXISTING GIS
MH 105836
5
NOTES:
1. FLOW DATA SHOWN IS BASED ON PIPE SIZE AND SLOPE APPROXIMATIONS. INVERT DATA WAS NOT AVAILABLE
ON CITY OF RALEIGH GIS.
2. CONTRACTOR SHALL HAVE THE OPTION TO SUBMIT INDEPENDENT FLOW DATA BASED ON FIELD MEASUREMENTS,
FLOW METERING, ETC., FOR APPROVAL BY THE ENGINEER. SHOULD CONTRACTOR DETERMINE THAT BYPASS
PUMPING IS NOT NECESSARY, AND PLUGGING OF THE EXISTING SANITARY SEWER MANHOLES WILL BE
ACCEPTABLE TO COMPLETE THE NEEDED WORK, SUPPORTING INFORMATION SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW AT LEAST 2 WEEKS PRIOR TO THE WORK TAKING PLACE.
3. CONTRACTOR SHALL SUBMIT A BYPASS PUMPING PLAN TO INCLUDE THIS SHEET AND PUMP CURVES WITH
PUMPING CALCULATIONS (NPSH IS REQUIRED CALCULATION).
4. BYPASS OPERATION SHALL BE CONDUCTED WITHIN EXISTING AND PROPOSED EASEMENTS, ROAD RIGHT—OF—WAY
AND LIMITS OF DISTURBANCE.
5. COMPLETE BYPASS PUMPING OPERATION INCLUDING ALL EQUIPMENT, TOOLS, PERSONNEL, AND ALL
APPURTENANCES NEEDED TO SUCCESSFULLY COMPLETE THE OPERATION SHALL BE PAID AS A LUMP SUM PER
THE SANITARY SEWER BYPASS PUMPING PAY ITEM.
DISCLAIMER:
INFORMATION TAKEN FROM CITY OF RALEIGH GIS.
FLOW DATA
BYPASS
ACTION
6
6/2017
DISCHARGE
SUCTION
APPROXIMATE
FULL PIPE
BYPASS PUMPING
PUMPING
TO BE
SUCTION MH
DISCHARGE MH
STATIC LIFT
STATIC LIFT
LENGTH OF
DISCHARGE PIPE
FLOW CAPACITY
(GPM)
CAPACITY
(GPM)
SETUP
COMPLETED
NO.
DATE
(FEET)
(FEET)
(FEET)
(A)
(±A 1.5)
x
REPLACE FROM
1
PROPOSED MH 1
GIS MH 149949
GIS MH 102713
-8.1(1)
7.0
391.0
580
870
TO
GIS MH 159998
REPLACE FROM
2
PROPOSED MH 1
GIS MH 115370
GIS MH 102713
-5.8(1)
5.1
400.0
910
1,400
TO
GIS MH 159998
REPLACE FROM
3
PROPOSED MH 1
GIS MH 144798
GIS MH 102713
-17.1(±)
4.8
464.0
340
500
TO
GIS MH 159998
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specifc authorization below is not a permit, nor shall it be
construed to pennit any violation of City, State or Federal law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTATION FIELD
PUBLIC UTILITIES
FIRE
URBAN
SITE
ra ARCADIS
LEGAL ENTITY:
ARCADIS G&M OF
NORTH CAROLINA, INC.
1 CONSULTANTS
18101
%9L •.
HAVAVn
�fflI........ jj/' �t / - I 1
SFA- NOT VAUD UNLESS SIL'/NED MID DAM
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH
WEST DREWRY LANE
CULVERT REPLACEMENT AND
STREAM BANK STABILIZATION
NC713002.1000
7
1 12/2017
COR COMMENTS
6
6/2017
COR COMMENTS
5
3/2017
COR COMMENTS
4
6/2016
RESPONSE TO COR COMMENTS
3
5/2016
RESPONSE TO OOR COMMENTS
2
1/2016
FINAL DESIGN SUBMITTAL
1
8/2015
95% CLIENT REVIEW
NO.
DATE
ISSUED FOR
COPYRIGHT: ARCADIS U.S., INC.
2015
DATE:
MAY 2016
PROJECT NO.:
NC713002.1000
FILE NAME:
SHEET 14
DESIGNED BY:
M. PACINI/S. MCHENRY
DRAWN BY:
K. LEAK
CHECKED BY:
D. HAMILTON
SHEET TITLE
GENERAL
SANITARY SEWER
BYPASS PUMPING PLAN
AS NOTED
SHEET 14 OF 14