20190111 Ver 1_14193_Rdy_Full_20190124

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
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BEGIN CONSTRUCTION
-L- STA. 48 + 55.75 ,
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BEGIN PROJECT
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RUF F IN HALL
CITY MANAGER
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PUBLIC �'VORKS
ES XXXX—XX
YONKERS ROAD
DESCRIPTION: ROADWAY IMPROVEMENTS FOR YONKERS ROAD
FROM CAPITAL BOULEVARD TO NEW BERN AVENUE
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CURB & GUTTER,
MULTI-USE PATH, PAVEMENT MARKINGS, AND RAISED
REFLECTIVE PAVEMENT MARKERS
PUBLIC IMPROVEMENT QUANTITIES
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END CONSTRUCTION
—L— STA. 4 7 + 75 .12
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER,
SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING THE ENGINEERING SERVICES DEPARTMENT AT [phone], AND
THE PUBLIC UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY FOUR
HOURS PRIOR TO THE BEGINNING OF ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE
REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT
OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED
PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH
STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK
IN THE CITY OF RALEIGH.
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Item Quantit
Phase Number(s) N/A
Number of Lot (s) N/A
Lot Number(s) by Phase N/A
Number of Units N/A
Livable Buildings N/A
Open Space N/A
Number of Open Space Lots N/A
Public Water (LF) 1,725
Public Sewer (LF) 0
Public Streets (LF) - Full 12,029
Public Streets (LF) - Partial N/A
Public Curb & Gutter (LF) 23,190
Public Sidewalk (LF) 10,690
Water Service Stubs 0
Sewer Service Stubs 0
I-440 � RAMPS
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RIGHT OF WAY CONSTRUCTION NOTES
STREET, LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY WORK THAT
IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR SIDEWALK,
THE CONTRACTOR MUST APPLY FOR A PERMIT WITH RIGHT-OF-WAY SERVICES.
A PERMIT REQUEST WITH A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN SHALL BE
SUBMITTED TO RIGHTOFWAYSERVICES�a RALEIGHNC.GOV AT WWW.RALEIGHNC.GOV
KEYWORD *RIGHT—OF—WAY SERVICES*.
PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE—CONSTRUCTION
MEETING WITH THE ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE
SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE THAT ALL PERMITS
ARE ISSUED.
THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT
FOR WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN
RALEIGH*S JURISDICTION.
ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES, AND THE LATEST EDITION OF THE NCDOT
*STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES*, NCDOT *ROADWAY
STANDARD DRAWINGS*, AND THE NCDOT SUPPLEMENT TO THE MUTCD.
ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY
IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS. EXISTING AND ALTERNATIVE
PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE
COMPLAINT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG),
THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
11
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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 requiements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all 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.
TRANSPORTAION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNINC-✓ZZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
SHEET NUMBER
1
1B
2 THRU 2A
2B THRU 2E
3
4 THRU 15
16 THRU 21
DR-2A THRU 2C
DR-3A THRU 3G
DR-4 THRU DR-15
SW-1 THRU SW-20
EC-1
EC-1A
EC-2A THRU EC-2C
EC-4 THRU EC-15
EC-16 THRU EX-27
TMP-1 THRU TMP-35
PMP-1 THRU PMP-13
LS-4 THRU LS-15
SIGN-1 THRU SIGN-15A
SIG-1 THRU SIG-M8
UC-1 THRU UC-16
UO-1 THRU UO-13
X-1 THRU X-74
PRELIMINARY ROW REVIEW
AUGUST 10, 2018
14
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INDEX OF SHEETS
DESCRIPTION
COVER SHEET
LEGEND
TYPICAL SECTIONS
ROADWAY DETAILS
EARTHWORK SUMARY
ROADWAY PLAN SHEETS
ROADWAY PROFILE SHEETS
DRAINAGE DETAILS
DRAINAGE SUMMARY SHEETS
DRAINAGE PLAN SHEETS
STORMWATER MANAGEMENT DETAILS
EROSION CONTROL GENERAL NOTES
EROSION CONTROL SEEDING REQUIREMENTS
EROSION CONTROL NOTES
EROSION CONTROL CLEARING & GRUBBING PHASE
EROSION CONTROL FINAL PHASE
TRAFFIC MANAGEMENT PLANS
PAVEMENT MARKING PLANS
PLANTING PLANS
SIGNING PLANS
SIGNAL PLANS
UTILITY CONSTRUCTION PLANS
UTILITY BY OTHERS PLANS
CROSS SECTION SHEETS
END PROJECT
—L— STA. 132 + 2 0.2 9
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NANCY McFARLANE
MAYOR
GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE, SUITE 350
RALEIGH, NORTH CAROLINA 27609
ADT 2016 = 6942 N� LICENSE NO. F-0112
4� 2� Q 40 8� TOTAL LENGTH PROJECT ........................... 2.3 mi 1-888-521-4455 OR 919-878-9560
ADT 2042 = 9649
DESIGN SPEED = 40 MPH FOR
PLANS POSTED SPEED = 35 MPH CITY OF RALEIGH
40 20 0 40 80 LETTI11rG DATE:
CITY OF RALEIGH C01�TACT Je�ery W. Meador, PE
PROJECT MANAGER
PROFILE (HORIZONTAL)
10 5 0 10 2 0 F U N C. C LAS S= Jillian Hinson, E.I.
2—LAN E U N D IVI D E D AVE N U E Amy Billings, P.E. PROJECT ENGINEER
PROFILE (VERTICAL)
ROADWAY DESIG11l E111G111tEER HYDRA ULICS E11tGI11lEER
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
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BDUNDARIES AND PROPERTY.•
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
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WLB
EAB
EPB
Known Soil Contamination: Area or Site �'
Potential Soil Contamination: Area or Site �
BUILDINGS AND OTHER CULTURE.•
RAILR4ADS:
Standard Gauge
RR Signal Milepost
$WItCi1
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C�A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Driveay Easement
Proposed Temporary Drainage Easement
Proposed Permanent Sloping Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
Proposed Electric Utility Easement
Proposed Permanent Easement with
Iron Pin and Cap Marker
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Gas Pump Vent or U/G Tank Cap o
Sign �
Well °
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Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
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school ROADS A11�D RELATED
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Church Existing Edge of Pavement
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Existing Curb
Dam
Proposed Slope Stakes Cut
HYDROLOGY.• Proposed Slope Stakes Fill
Stream or Body of Water Proposed Curb Ramp
Hydro, Pool or Reservoir �_ ___� Existing Metal Guardrail
.lurisdictional Stream �S — Proposed Guardrail
Buffer Zone 1 Bz � Existing Cable Guiderail
Buffer Zone 2 Bz 2 Proposed Cable Guiderail
Flow Arrow � --- --- Equality Symbol
Disappearing Stream �--- --- Pavement Removal
Spring �-����—��"� jIEGETATION.•
Wetland �
Single Tree
Proposed Lateral, Tail, Head Ditch
� F�� Single Shrub
False Sump � Hedge
Woods Line
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
CSX TRANSPORTATION
MILEPOOST 35
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FEATURES:
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Orchard
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EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
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CONC
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Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated lJ/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated lJ/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T Fo
Designated lJ/G Fiber Optics Cable (S.U.E.*t - - - -T Fo- - - �
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line -
Designated U/G Water Line (S.U.E.* -
Above Ground Water Line _
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A/G Water
TV Satellite Dish C�
TV Ped esta I ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Va lve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility TrafFic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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DATE: 10-18-13
CADD TECH: JLB
CHECKED BY: BJM
REVISIONS
NO. DATE
SCALES
HSCALE
VSCALE
PROJECT
14193
SHEET NO.
18
DRAWING NO.

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
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D1
D2
PAVEMENT SCHEDULE
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO E 2 TYPE 625.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
LAYERS.
PROP. APPROX. 1-1/2" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 2-1/2" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B
D 3 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 2-1/2" OR GREATHER THAN 4" IN DEPTH.
E1 PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE,
TYPE B25.OB, AT AN AVERAGE RATE OF 798 LBS. PER SQ. YD.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
EXIST. C�A
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PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B
E 3 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 3" OR GREATHER THAN 5-1/2" IN DEPTH.
R1
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2'-6" CONCRETE CURB AND GUTTER.
MULTI-USE PATH
EARTH MATERIAL.
�YO N KE RS ROAD�
49'
2 7' B-B
11' '. 11'
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GRADE TO THIS LINE
TYPICAL SECTION NO. 1
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USE TYPICAL SECTION NO. 1
-L- STA. 11 + 10.00 TO 2 3+ 00.00
-L- STA. 64 + 50.00 TO 72 + 00.00
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ORIGINAL
GROUND
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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 requiements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all 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.
TRANSPORTAION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNINC-✓ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
NOTE:
SEE PLANS FOR LOCATION OF CONCRETE ISLANDS, TURN LANES, TAPERS, AND MULTI-USE PATH TRANSITIONS.
2 .5'
PROPOSED
ROW
2� 5'
UTILITY
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PLA11tS PREPARED BY :
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 •[phone]
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ROADWAY DESIGN ENGINEER
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DATE: 10-18-13
CADD TECH: JLB
CHECKED BY: BJM
REVISIONS
NO. DATE
SCALES
HSCALE - NTS
VSCALE - NTS
PROJECT
PW 2015-05
SHEET NO.
2
DRAWING NO.

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
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SLOPE 114"-1' (MAX)
� 5�� :f 6" SIDEWALK
7" 6"
2' 6.5' 6'
* 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.
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_ ��I ��I� III I
I COMPACTED FILL I
I III, ,III�
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 THICKNESSNERTICAL 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.
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JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS.
�=
O— _ — — — — — — — — — — — —
� `� `°� FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
I 1/2"
yl
6" I 24"
� 3,�
6�� a 3„ °
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MEDIAN CURB AND GUTTER
SIDE ELEVATION
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
15' 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.
5. 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.
� � a 4�� SLOPE=1"1 FT.
10�� . o. o� o o.. o .
e o• o a o . 6 o ao e ���
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2. 30" VALLEY TYPE GUTTER
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4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
6" 24"
3"
6�� 0 3��
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SPILL CURB DETAIL
SHEET10F2
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
EXISTING PAVEMENT
0�000
DRIVEWAY GRADES
EXISTING
OR
PROPOSED
PAVEMENT GUTTER LINE
I
1
,�•:.•��ao e.a<. e:•°•`��+g.s%
DRIVE WAY SIDEWALK
�APRON /
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111=111=111=
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2' 6.5' g� 5'
r r --
* 5' FOR SENSITIVE AREA AVENUE
AND SENSITIVE AREA RESIDENTIAL STREET
A. CURB & GUTTER , SIDEWALK SECTION
VARIABLE 6'
PAVEMENT WIDTH SHOULDER
WIDTH
1 /4"/FT
OR
1/4" PER FT. _Z pg%
-8.33%
OR
1 "/FT
1 I
STOP BAR
PED-XING
NOTE:
IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER
AND A POINT 30 FEET FROM THE CURB AND GUTTER
EXCEEDS 20%, THIS SLOPE SHALL BE ADJUSTED TO A
MAXIMUM OF 8.33% ( 1"/FT ) UP OR 4.17% (1/2" /FT )
DOWN.
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SIDEWALK
J �
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DETAIL SHOWING TYPICAL LOCATION
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CROSSWALKS AND STOP BARS.
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DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION.
1 �
STOP BAR
SIDEWALK
GRASSED AREA
DEPRESSED CURB & WINGS
OR HARD RETURN AT RAMP
FOR RAMPS AT ASPHALT TO ASPHALT STREET
TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
SHEET10F6
B. SHOULDER SECTION
GRASSED AREA
SIDEWALK
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DATE: 1 /23/2019
CADD TECH: JLB
CHECKED BY: BJM
REVISIONS
NO. DATE
SCALES
HSCALE N/A
VSCALE N/,4
PROJECT
PW 2015-05
SHEET NO.
28
DRAWING NO.

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
PAY LIMITS FOR CURB RAMP
1/2"EXPANSION S/DEWq�� PAY LIMITS FOR CURB RAMP
JOINT (TYP) G
' y' RASSSTR/P
6"W X 12"D CONCRETE CURB .' '
�6�. TYP �NO�NG � � y y ..
� � CONCRETE DEPTH
R=1' � r � �� � RAMP / FLARE 6"
5' MAX. 3 - LANDING 4"
�� 12" D. (TYP) S�DEH'.9[Fr
G�'S'SSTR/a
CROSS SLOPE NOT TO a"W X 6"D TYP. '
EXCEED 2 % ON ANY � �A't'��Nc ' , '
PORTION OF RAMP OR 1/2" EXPANSION �3
R=1' (typ) TRANSITION TO STREET. ,JOINT (TYP)
Ra4n'� DETECTABLE 1/2"EXPANSION \ \` � �vr v
n''O��dfh� WARNING JOINT(TYP) 3 ' _ �
SURFACE (TYP) 5' MAX � '� / _ .
.-. '' ��
TYPE N-1 (CURB TYPE) _ , _ �e� o o ; '—_
o��o 00 00 o e o
i�
O
O 8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
O3 CURB RAMPS REQUIRE A(4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00 % WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
SIDEWALK
� CROSS SLOPE NOT TO
EXCEED 2 % ON ANY
24" TYP WIDTH PORTION OF RAMP OR
12" MIN WIDTH TRANSITION TO STREET.
4,MN \ � DETECTABLE WARNING
qq,y�f, SURFACE (TYP)
�uiory
1/2" EXPANSION
JOINT (TYP)
TYPE N-1A (FLARE TYPE)
NOTE: USE SMALL FLARES ONLY WHEN A CURB
TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
MOVEMENTS.
1/2" EXPANSION
�JOINT (TYP) � "
2 ' 1'
.c " y��,
�s � � � TYPE N-2 RADIUS
S . 3 3 y G
1/2" EXPANSION � � � � � �
JOINT (TYP) �
6"W X 12"D
CONCRETE CURB�
i
DEPRESSED 2'-6"
CURB & GUTTER
� W� �
7 w �l � � � � � ''�-:
"� "" GRASS � 1/2" EXPANSION
JOINT (TYP)
� . �Q
������
\
— DETECTABLE WARNING
SURFACE (TYP)
�
1/2" EXPANSION
JOINT (TYP)
y �� y
3 ' y y�Pc,`� y yy
SIDEWALK � y�oJ F? y
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y v / �y.�\\o�\�'
�
6" W X 12"D CONCRETE CURB DEPRESSED 2'-6"
CURB & GUTTER
O
PAY LIMITS FOR CURB RAMP
SIDEWALK
� �� �
�20 ���
� `���Qc��9��` �i �
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6"W X 12"D CONCRETE CURB�
/
DEPRESSED 2'-6"
CURB & GUTTER
1/2" EXPANSION
JOINT (TYP)
CONCRETE DEPTH
RAMP/FLARE 6"
LANDING 4"
TYPE N-2 (TEE INTERSECTION)
' EXPANSION SHEET 2 OF 6
OINT (TYP)
�TABLE WARNING CITYOF RALEIGH
SIDEWALK
6"W X 12"D CONCRETE CURB /
/ z
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\��� ��JP PG� 1
0
NON-wn�K CONCRETE DEPTH
SURFACE
SIDE RAMPS 4"
LANDING & OPENINGS 6"
RAMP WIDTH
4' MIN.
1/2" EXPANSION
JOINT (TYP)
TYPE R-3
O1 8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00 %
O3 CURB RAMPS REQUIRE A(4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00 % WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
1/2" EXPANSION
SIDEWALK JOINT (;P) � 6"W X 12"D CONCRETE CURB
�SIDEWALK
O
6"W X 12"D CONCRETE CURB� �
/
DEPRESSED 2'-6"—
CURB & GUTTER
DETECTABLE WARNING
SURFACE (TYP)
CONCRETE DEPTH
SIDE RAMPS 4"
LANDING & CURB RAMPS 6"
� y �
\��Q � J �PG� Y
9 s�
� oee �� � i e°o�
� 10� �o � 24" TYP.
12" MIN.
RAMP WIDTH
4' MIN.
1/2" EXPANSION DEPRESSED 2'-6"
JOINT (TYP) CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
TYPE R-4 �
SHEET 5 OF 6
SIDEWALK WIDTH
6' MIN
�%���
�LL
SG�� �� �
� u_
,24„ NP _��
12" MIN ��
RAMP WID
1 /:
NOTE: * USE SMALL FLARE ONLY WHEN A CURB
WOULD DIRECTLY CONFLICT WITH
APPROACHING VEHICLE TURNING MOVEMENTS.
SIDEWALK AREA
DETECTABLE WARNING —
SURFACE (TYP) .
RAMP WIDTH
4' MIN
4' MIN LANDING
� ; �
10% � 10%
1/2" EXPANSION
JOINT (TYP)
CONCRETE DEPTH
RAMP / FLARE 6" TYP E N- 3A
LANDING a�� (COMMERCIAL/RETAIL USE)
1/2" EXPANSION
JOINT (TYP)
\��\\
%
\\
\ DEPRESSED 2'-6"
CURB & GUTTER
— DEPRESSED 2'-6"
CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
CONCRETE DEPTH
RAMP/FLARE 6"
LANDING 4"
SHEET30F6
CITY OF RALEIGH
CURB RAMPS
GENERALNOTES
1. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE
AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH
THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT
PLACEMENT.
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED.
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND
LIGHT CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48"
HOWEVER, RAMP MAY EXCEED 48".
6. USE CLASS A(3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE.
7. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.
8. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.
SHEET 6 OF 6
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
6"W X 12"D CONCRETE CURB
1/2" EXPANSION
JOINT (TYP) SIDEWALK WIDTH
� 6' MIN
Yy�Yy�v
,O � 1r N��� P`�
/��-, � s
��oi �� �or ��
DEPRESSED 2'-6"
\ CURB & GUTTER
\\DETECTABLE WARNING
SURFACE (TYP)
JSION DEPRESSED
2'-6" CURB & GUTTER
YP� (HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
TYPE N-3
O1 8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
03 CURB RAMPS REQUIRE A(4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
1/2" EXF
JOINT
\�
5' MAX.
2'-6" CURB �
AND GUTTER
24" TYP.
12" MIN.
y Sidey,a/k
8"W X 6"D
1/2" EXPANSION � � �a�O�ing
JOINT (TYP) . i i O �
O� �
1/2" EXPANSION
JOINT (TYP)
2'-6" CURB AND GUTTER
CONCRETE DEPTH
RAMP/FLARES 6"
LANDING 4"
PAY LIMITS FOR CURB RAMP
TYP E R- 1 � NON-WALK SURFACE
SIDEWALK `�`
� 1/2" EXPANSION
�JOINT (TYP)
;-
� - 6" x 12" CONCRETE CURB
CONCRETE DEPTH ���/� � � i�`,.',.
RAMP 4" � � \`.
LANDING 4" DETECTABLEWARNING � . ee /`/yx�
SURFACE , i//�� ��
LANDING WIDTH � �, � -,-
4' MIN /� � � �W�
/ `. �� �iLL� W
1/2" EXPANSION
O 8.33% (12:1) MAX RAMP SLOPE JOINT (TYP)
O CROSSSLOPE: 2.00% \' SIDEWALK
2'-6" CURB AND GUTTER �
O3 CURB RAMPS REQUIRE A(4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
TURN NG MANEUV RS.ESLO E TOIDRAINE O CU B. TYP E R- G
(USE ONLY WHERE WATER WILL NOT
POND WITHIN LANDING)
NON-WALK SURFACE� „_, y "" �/2" EXPANSION
y � y y y y y y y y JOINT (TYP)
� .�� '� �;, y;; y y 6" x 12" CONCRETE CURB
DETECTABLE �'' � � =O y y y
WARNWG �� � o�� y y v y y y y v y y.
SURFACE �� " " " ' "
��/ y yvvvvvv
LANDING WIDTH y y • y •
4' MIN. ���% y" v'""' CONCRETE DEPTH
�', �� y y y RAMP 4��
2'-6" CURB & GUTTER � ���,� v y LANDING 4"
SIDEWALK
1/2" EXPANSION
TYP E R- 2A �OINT (TYP)
r.iry nF
SHEET 4 OF 6
DETECTABLE WARNING
SURFACE (LIGHT ON DARK)
ooa000
90° MONOLITHIC
CONCRETEISLAND
90°
6" STRIP
(TYP.)
90° 7'-0" MIN
�o\\ � DIAMETER LANDING
6' 0"
MIN (TYP)
TRIANGULAR ISLAND
WITH CUT THROUGH
PAY LIMITS FOR CURB RAMP
TRIANGULAR ISLANDS MAY BE CONSTRUCTED
WITH ONLY 2 POINTS OF ENTRY AND EXIT AS
SHOWN IN THE ROADWAY PLANS.
�� q� Nl�ry
MEDIAN ISLAND
CURB RAMPS
(MEDIANS WIDER THAN 20')
DETECTABLE WARNING
DOMES (LIGHT ON DARK)-
PAVEMENT�
� �
ASPHALT PEDESTRIAN
00
5" MONOLITHIC -
CONCRETEISLAND
@qcr,�
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MEDIAN ISLAND
WITH CUT THROUGH
(MEDIANS � 20')
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DATE: 1 /23/2019
CADD TECH: JLB
CHECKED BY: BJM
REVISIONS
NO. DATE
SCALES
HSCALE N/A
VSCALE N/,4
PROJECT
PW 2015-05
SHEET NO.
2C
DRAWING NO.

DocuSign Envelope ID: 6A155A91-D527-4EC3-BB6A-072C7E716F1F
ISOMETRIC VIEW
5"CONCRETE
MONOLITHIC ISLAND
USE 12" X 12" PAVERS
DETECTABLE WARNING
SURFACE (LIGHT ON DARK)
2'
ASPHALT PEDESTRIAN REFUGE
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NOTE:
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NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
TYPE N-1, N-1A & R-1 TYPE N-2 & N-3 TYPE N-3A
PLANTING OR OTHER NON- r�Tq
WALKING SURFACE IF DROPOFF � S�p
S,/Q 6• IS NOT PROJECTED �, FINq
E`��'�k � Ir� �N�p �kW�
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CROSS SLOPE NOT TO 4' MIN
EXCEED 2 % ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
TYPE R-1A TYPE R-2 TYPE R-3
`S��E�Bq�K PLANTING OR OTHER NON-
WALKING SURFACE IF DROPOFF
. �NOi IS NOT PROTECTED
-.' NG SIDEWALK
J�z%.�,.r W 8.3 % S' M�N
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CROSS SLOPE NOT TO PA�LLEL CURB RAMP
EXCEED 2 % ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
TYPE R-4
2' STRIP IF CUT THROUGH
IS GREATER THAN 4' IN LENGTH.
OTHERWISE PLACE DETECTABLE Foqs' Miti
WARNING ON THE ENTIRE SURFACE REF SIDEWALK 6"W X 12"D CONCRETE CURB
�AMP 8'30/a S' OF CUT THROUGH. O ��E ALIGN CURB PARALLEL
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CURB RAMPS AT MEDIAN ISLANDS
<i FLARE
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CITY OF RALEIGH
FLARE "�%� / PUBLIC WORKS DEPARTMENT
/' `" DETECTABLE WARNING
5'X 5'(MIN) SURFACE SHALL EXTEND
g g� SHARED FULL WIDTH OF SIDEWALK REVISIONS DATE:9/1/13 NOTTOSCALE
RAMP LANDING OR RAMP
� DETECTABLE WARNING
SURFACE PLACEMENT
FLARE � FLARE
8.3% � STOP BAR
RAMP T-20.04.1
RAMP SECTION
WITH DETECTABLE WARNING SURFACE
CAST-IN-PLACE SYSTEM
(4' MIN LANDING) SLOPE 12:1 MAX (5'-4" MIN.)
2' DETECTABLE DEPRESSED CURB
WARNING DOMES STANDARD 2'- 6"
. '° 6"CO SEE NOTE #1 CURB & GUTTER
°� °. AC ESS AMPLK °
EXPANSION JOINT
CAST-IN-PLACE
DETECTABLE WARNING SURFACE SYSTEM
SHEET 4 OF 4
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
2. OBTAIN 70 % CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
5" CONCRETE
MONOLITHIC ISLAND
RAMP WIDTH AREA VARIABLE
4' MINIMUM
Io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o BASE DIAMETER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.45" R TO 0.70" R
Ho 0 0 0 0 0 0 0 0 0 0 0 0 0 0•
� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
wo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TOP DIAMETER OF NO
J
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FOR WARNING DOMES TO BE
WITH SAME POUR AS RAMP,
FLARES,ETC.
RAMP SECTION
WITH DETECTABLE WARNING PAVERS
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. SIZE OF PAVER
SHALL BE 1' X 1'.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER
LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SHEET 2 OF 4
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10"MIN
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FOR STANDARD SEGMENTAL GRAVITY RETAINING WALLS,SEE SEGMENTAL GRAVITY RETAINING
WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL.SEE ROADWAY PLANS AND SECTION 862 OF THE STANDARD
SPECIFICATIONS.
DO NOT ATTACH FENCES OR HANDRAILS TO STANDARD SEGMENTAL GRAVITY WALLS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS FOR INTERSTATE HIGHWAY OR RAILROAD
PROJECTS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN SURCHARGE LOADS WILL BE WITHIN
5'-6"OF THE BACK OF SRW CAP UNITS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN VERY LOOSE OR SOFT SOIL OR MUCK
IS BELOW WALLS.
SEGMENTAL RETAINING WALL (SRW)UNITS ARE APPROVED FOR EITHER 2'OR 4'MAXIMUM
DESIGN HEIGHTS. FOR DETAILS AND DIMENSIONS OF APPROVED SRW UNITS AND MAXIMUM
DESIGN HEIGHTS,SEE
connect.ncdot.gov/resources/Geological/Pages/Products.aspx
DO NOT MIX APPROVED SRW UNITS FROM DIFFERENT VENDORS ON THE SAME STANDARD
SEGMENTAL GRAVITY WALL. USE THE SAME SIZE APPROVED SRW UNITS FOR EACH WALL
SECTION.
BEFORE BEGINNING STANDARD SEGMENTAL GRAVITY WALL CONSTRUCTION,SURVEY WALL
LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL ENVELOPES)FOR REVIEW. FOR WALL
ENVELOPES,INCLUDE BOTTOM OF WALL,EXISTING GROUND AND GRADE ELEVATIONS AND OTHER
ELEVATIONS AS NEEDED AT INTERVALS OF 25'OR LESS ALONG WALLS. DO NOT START WALL
CONSTRUCTION UNTIL WALL ENVELOPES ARE ACCEPTED.
A DRAIN PIPE IS REOUIRED IF GROUNDWATER IS ABOVE BOTTOM OF FOOTINGS.
DO NOT PLACE N0.57 STONE FOR FOOTINGS UNTIL EXCAVATION DIMENSIONS AND FOUNDATION
MATERIAL ARE APPROVED.
5'-6"
MIN
STEEL BEAM I I
GUARDRAIL, I I
IF APPLICABLE
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ELEVATION
I I FINISHED GRADE�
PAVEMENT SECTION, I I
IF APPLICABLE
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PROJECT NO.:
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STATION:
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development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all City, State and
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CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS
FOR DRAINAGE PLAN SEE SHT. DR-5
FOR -L- PROFILE SEE SHT. 16
PLA11tS PREPARED BY :
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
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CONCURRENT REVIEW APPROVAL
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applicable codes. This limited review, and authorization for construction is not
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contractors are each responsible for compliance with all City, State and
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Federal laws. This specific authorization below is not a permit, nor shall it be
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CURB CURB CURB
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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 requiements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all City, State and
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must be in accordance with all Local, State, and Federal Rules and Regulations.
TRANSPORTAION SERVICES
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FOR DRAINAGE PLAN SEE SHT. XX—X
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PLA11tS PREPARED BY : SCALES
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VSCALE N�/a
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RUMMEL, KLEPPER & KAHL, LLP
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L RALEIGH, NORTH CAROLINA 27609-3960
1 SITE ACCESSIBILITY FOR -L- PL/`1N SEE SHTS. � - V NC LICENSE NO. F-0112 •[phone] � SHEETNO.
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TRANSPORTAION SERVICES No. �arE
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PLA11tS PREPARED BY :
STO RMWATE R
PLANNING�ZONING SCALES
HSCALE 1 "=40'
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- FOR -L- PLANS SEE SHTS. � - O SITE ACCESSIBILITY NC LICENSE NO. F-0112 •[phone] SHEETNO.
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contractors are each responsible for compliance with all City, State qlld CADDTECH: JLB
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 cHECKEoav: sER
must be in accordance with all Local, State, and Federal Rules and Regulations. REVISIONS
II
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TRANSPORTAION SERVICES NO. DATE
PUBLIC UTILITIES
PLA11tS PREPARED BY :
STO RMWATE R
PLANNINC-�ZONING SCALES
HSCALE 1 "=40'
FIRE VSCALE 1"=8'
R M EL KLEPPER KAHL LLP
U M , & ,
I II I URBAN FORESTRY 900 RIDGEFIELD DRIVE SUITE 350 PROJECT
I . I I 14193
� I RALEIGH, NORTH CAROLINA 27609-3960
- � /� Q SHEET NO.
•
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1 � 18
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I F I R-L- PL/`1 E E HT � Z -��F SITE ACCESSIBILITY NC LICENSE NO. F-0112 •[phone] SHEETNO.
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Pl = l0 +80000 VC = 60' � ° o
EL = 192050' K=�2 � � o
VC = 70' I �o ,
K = /6 e�� � �,- �
�
- — I—
._ _
e
___ � oz
� ��� _ e � ;, � � � � �u
-- I a/ �°o �} e4 i ��
_ _ Pl = l2 +35000 � j
EL = 196022' W
- ' O, — — , , , , _ � � � � —
VC = 40 : : _
K= � CONCURRENT REVIEW APPROVAL z�
9 �
� � I I� 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 requiements for
development and construction. The property owner, design consultants, C1ild DATE: 10-18-13
contractors are each res onsible for com liance with all Cit State and
p p Y� CADD TECH: JLB
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 cHECKEoav: s�nn
must be in accordance with all Local, State, and Federal Rules and Regulations. REVISIONS
II
I
TRANSPORTAION SERVICES NO. DATE
PUBLIC UTILITIES
PLA11tS PREPARED BY :
STO RMWATE R
_ _ PLANNINC-�ZONING SCALES
I , HSCALE 9„_40'
. __ _ li FIRE VSCALE 9„=8,
RUMMEL, KLEPPER & KAHL, LLP
PROJECT
FO R —L— PLAN S E E S HT. � 5 URBAN FORESTRY 900 RIDGEFIELD DRIVE SUITE 350
14193
RALEIGH, NORTH CAROLINA 27609-3960
FO R—MU P— PL/`1N S E E S HT. �F SITE ACCESSIBILITY NC LICENSE NO. F-0112 •[phone] � SHEETNO.
1 21
IO+OO 11+00 1L+OO 13+00 14+00 DRAWINGNO.