SW5190702_plan set_7/12/2019

GENERAL NOTES
1. All construction shall be in accordance with applicable municipality standards, specifications, and details. Work in
this project shall also conform to these plans, the City of Raleigh Standards and Specifications, the latest editions of
the North Carolina Department of Transportation (NCDOT) Road and Bridge Specifications, the Road and Bridge
Standards, the North Carolina Erosion and Sediment Control Handbook, the North Carolina erosion and Sediment
Control Regulations, the final geotechnical report, and General Design Standard. In the event of conflict between any
of the standards, specifications, or plans, the most stringent shall govern.
2. The contractor shall be solely responsible for trench safety during all phases of construction.
3. The location and size of existing utilities as shown is approximate only. the contractor is responsible for horizontally
and vertically locating and protecting all public or private utilities that lie in or adjacent to the construction site. The
Contractor is fully responsible for notifying all utility owners in accordance with NC General Statue - Chapter 87,
Article 8, The Underground Damage Prevention Act.
4. The contractor shall salvage and protect all existing power poles, signs, manholes, telephone risers, water valves,
etc. during all construction phases. The contractor shall repair, at his own expense, any existing utilities damaged
during construction.
5. Traffic control on public streets shall be in conformance with the traffic control plan, the "Manual of Uniform Traffic
Control Devices," and as further directed by City and State Inspectors.
6. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or
ambiguities in drawings or specifications shall be immediately reported to the engineer, in writing, who shall promptly
address such inconsistencies or ambiguities. Work done by the Contractor after his discovery of such discrepancies,
inconsistencies, or ambiguities shall be done at the contractors's risk.
7. Contractor is responsible for verifying all required permits and approvals prior to commencing construction.
8. All areas shall be graded for positive drainage, and as shown on these plans. The contractor shall maintain adequate
site drainage during all phases of construction. The contractor shall use silt fences (or other methods approved by
the engineer and applicable municipality) as required to prevent silt and construction debris from flowing onto
adjacent properties. Contractor shall comply with all applicable federal, state, or local erosion, conservation, and
siltation ordinances. Contractor shall remove all temporary erosion control devices upon completion of permanent
drainage facilities and the establishment of a stand of grass or other growth to prevent erosion.
9. The contractor shall clear and grub the site and place, compact, and moisture condition all fill per the project
geotechnical engineer's specifications. The fill material to be used shall be approved by the Geotechnical Engineer
prior to placement. Fill type, compaction, and moisture condition should be according to the Geotechnical Engineer's
specifications, but at a minimum, the following must be met: Materials used to construct embankments for any
purpose, backfill around drainage structures, or in utility trenches or any other depression requiring fill or backfill shall
be compacted to 95% of maximum density as determined by the modified proctor test as set out in ASTM Standard
D-968. The contractor shall, prior to any operations involving filling or backfilling, submit the results of the proctor test
together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall
be conducted by a certified materials testing laboratory and the certifications made by a licensed professional
engineer representing the laboratory. Proposed contours and gutter gradients are approximate. Proposed spot
elevations and roadway profiles/super-elevations/typical sections are to be used in case of discrepancy.
10. The contractor shall verify and coordinate all dimensions shown, including the horizontal and vertical location of curb
inlets and grate inlets and all utilities crossing the storm sewer.
11. All distances shown represent horizontal ground distances.
12. Rim elevations are given as top of curb for Catch Basins, top of grate for Drop Inlets, and top of cover for Junction
Boxes.
13. Storm Sewer (RCP) shall be constructed to the following classes:
13.1. Cover less than 10 feet - Class C bedding, Class III walls
13.2. Cover 10 feet to 15 feet - Class B bedding, Class III walls
13.3. Cover greater than 15 feet and less than 2 feet - Class B bedding Class IV walls
14. All curb joints shall extend through the curb. Minimum length of offset joints at radius points is 1.5 feet. All joints
shall be sealed with joint sealant.
15. All handicap ramps and associated pavement markings shall conform to ADA requirements, North Carolina State
Building Code and the City of Raleigh Standard Details.
16. Within the sight triangles shown on this plan, no obstruction between 2 feet and 8 feet in height above the curb line
elevation shall be located in whole or part. Obstructions include but are not limited to any berm, foliage, fence, wall,
sign, parked vehicle or other object.
17. All construction shall be in accordance with all City of Raleigh Standards and Specifications.
DRAINAGE NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT
NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES
TO REMAIN.
2. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS THAT ARE NOT
DIRECTED INTO SUBSURFACE DRAINAGE PIPES. SET SPLASH BLOCKS TO
DIRECT WATER FLOW AWAY FROM THE BUILDING.
3. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
4. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND TABLES, THE
PLANS SHALL BE ASSUMED CORRECT. NOTIFY THE ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALL DESIGN WILL BE PERFORMED BY THE GEOTECHNICAL
ENGINEER.
6. SEE PLAN KEY FOR TYPE OF AREA DRAIN GRATES. ADA GRATES SHALL BE
USED IN PEDESTRIAN AREAS.
7. ALL ROOF LEADERS SHALL BE DUAL WALL HDPE PIPE (SMOOTH INTERIOR)
OR PVC WITH WATER TIGHT CONNECTIONS. SEE DOWNSPOUT DETAIL
SHEET C-804.
8. FOUNDATION DRAINS TO BE 4" DIAMETER, SINGLE WALL PERFORATED
CORRUGATED HDPE WITH SILT -TIGHT CONNECTIONS.
9. CONDENSATE LINES TO BE PVC UTILIZING STANDARD FITTINGS.
NCDEMLR STORMWATER MANAGMENT PERMIT PLANS
NC DEPARTMENT OF MILITARY AND VETERANS'AFFAIRS
RALEIGH STATE VETERANS'HOME
WAKE COUNTY, NORTH CAROLINA
GRADING NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
2. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES.
REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER.
3. ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS
SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED.
4. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS MEANT FOR
PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
ENVIRONMENTAL DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
SURVEYS DEPT.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALLS TO BE DESIGNED BY GEOTECHNICAL ENGINEER. TW=
FINISH GRADE AT TOP OF WALL. BW = FINISH GRADE AT BOTTOM OF WALL.
6. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
7. BP= BREAK POINT
Trinity _l�
Crest ' M 1� RALEIGH
=r
R<I-I °0 SCHOOL �
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rase Ln �J 1 ✓r N
i _,J }40
Eo -an Ct
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MOUNT '" %" o
VERNON
ELEMENTARY •►
v
s
54
54 CHAPEL HILL ROAD
r-Ji �
N
VICINITY MAP SCALE: 1��=500'-0��
0 250 500 1000
THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING
FACILITIES SUCH AS PIPELINES, ELECTRICAL LINES, CONDUIT,
TELEPHONE CABLE, SERVICE CONNECTIONS, OR OTHER
FACILITIES ARE SHOWN ON THE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES
LOCATED BY THEIR RESPECTIVE OWNERS, FIELD MARK THE
UTILITY LOCATIONS, AND PROTECT ALL SUCH EXISTING
FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE
CONTRACTOR IS FULLY RESPONSIBLE FOR NOTIFYING ALL
UTILITY OWNERS IN ACCORDANCE WITH INC GENERAL STATUTE -
CHAPTER 87, ARTICLE 8, THE UNDERGROUND DAMAGE
PREVENTION ACT.
SITE DATA:
OWNER/APPLICANT
CONTACT:
PIN:
EXISTING ZONING
ACREAGE/SF
STATE OF NORTH CAROLINA
337 S. SALISBURY STREET
RALEIGH, NC 27601
MICHAEL ALLEN, PE
CALYX ENGINEERS & CONSULTANTS, INC
.�rE:i1BY493&61
OX-5-C U
119.35 ACRES IN PARCEL, 18.40 ACRES IN SITE
APPLICANT
STATE OF NORTH CAROLINA
DEPT. OF MILITARY AND VETERANS' AFFAIRS
413 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27603
CONTACT: JAMES A. WOODARD
[e-mail]
[phone]
ENGINEER
CALYX ENGINEERS &
CONSULTANTS
6750 TRYON ROAD
CARY, NORTH CAROLINA 27518
CONTACT: MICHAEL ALLEN, PE
[e-mail]
[phone]
LANDSCAPE ARCHITECT
SURFACE 678
215 MORRIS STREET
DURHAM, NORTH CAROLINA 27701
CONTACT: CINDY HOFFMAN, PLA
[e-mail]
[phone]
INDEX OF SHEETS
C-000
COVER
C-100
EXISTING CONDITIONS
L-141
MATERIALS PLAN
C-200
GRADING PLAN
C-201
GRADING ENLARGEMENT
C-202
GRADING ENLARGEMENT
C-203
GRADING ENLARGEMENT
C-300
DRAINAGE PLAN
C-301
DRAINAGE ENLARGEMENT
C-302
DRAINAGE ENLARGEMENT
C-303
DRAINAGE ENLARGEMENT
C-700
DRIVEWAYS PLAN
C-801
DETAILS
C-804
DETAILS
C-805
DETAILS
C-806
DETAILS
RUND
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANVONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
0. •
ti �1 D. F VV +.
`Iatoo .e....aat
NIS111
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
COVER
Sheet Number

SURVEYOR'S NOTES:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83
Q0€1) SPCS, USING A TRIMBLE R8 GNSS GPS UNIT AND
THE REAL TIME NETWORK (RTN).
2. ALL ELEVATIONS ARE BASED ON NAVD88 IN FEET.
3.AREA COMPUTED BY COORDINATE GEOMETRY METHOD
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN FEET.
5. SURFACE DTM SET AT I' CONTOUR INTERVALS.
6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND MAY BE SUBJECT TO ANY
MATTERS THAT A FULL TITLE SEARCH WOULD DISCLOSE.
7. THE PROPERTY (DASHED) LINES SHOWN ARE NOT TO BE
CONSIDERED SURVEYED. THESE DASHED LINES WERE
PLACED BY RECORDED DOCUMf=NTS RECONCILED WITH
PROPERTY MONUMENTS RECOVERED DURING THE
TOPOGRAPHICAL SURVEY. R/W LINES ALONG COWARDS
MILL ROAD WERE TRACED FROM GIS.
**THIS SURVEY IS NOT A BOUNDARY SURVEY**
8. NO PORTION OF THE SUBJECT PROPERTY IS IN A SPECIAL
FLO£1D HAZARD AREA PER FEMA MAP NUMBER 372OCi784QOJ.
EFFECTIVE DATE MAY 2ND, 2006.
9. ZONING FOR THE ENTIRE SUBJECT PROPERY RESIDES IN
THE 'IX-3-PK" TAKEN FROM WAKE COUNTY IMAPS ON JULY €9, 2018.
10. THE SO' NEUSE RIVER BUFFER IS MEANT FOR PLANNING
PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT
TOP OF BANK $Y MARK MICKLEY AND JOHN MERRITT,
ENVIRONMENTAL SPECIALISTS OF CALYX ENVIRONMENTAL DEPT.
FLAGGED LOCATIONS WERE FIELD MEASURED BY
CALYX SURVEYS i?EPT.
II. SUBSURFACE UTILITIES WERE MARKED BY CALYX
SUE DEPT, AND PAINT MARKINGS WERE FIELD MEASURED
BY CALYX SURVEYS DEPT.
12. THE PURPOSE OF THIS SURVEY IS TO PROVIDE A REPORT OF
THE EXISTING CONDITIONS AND LOCATIONS OF THE ITEMS
SHOWN.
80" O' 40' 80' 160`
GRAPHIC SCALE
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NAD8312011 LOCALIZED COORDS t I I W t 4 T-
N: 742257.582 ,If i ` r•
E: 2081464.964
ELEV. 447.09' .
LEGEND
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A
EXISTING RIGHT OF WAY MONUMENT
PROJECT CONTROL
1l
MISC POLE
ID
LIGHT POLE W/ SASE
#-
POWER POLE
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POLE WITH MULTIPLE UTILITIES
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19
UTILITY NTANDHOLE
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0
STORM MANHOLE
0
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0
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Q
*ATER METER
0.
FIRE HYDRANT
-'^ ---$— —
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__T__
PAINT MARK[ UNDERGROUND TELEPHOK CABLE
— —T Fa— --- --
PAINT MARK UNDERGROUND FIBER OPTIC TELEPHONE CABLE
— —v— --- —
PANT MARK UNDERGROUND TELEVISION CABLE
•- —TV Fo— — --
PAINT MARK UNDERGROUND FIBER OPTIC TELEVISMN CABLE
— •—v-- — —
PAINT MARK UNDERGROUND WATER LINE
-- —I'— -- -•-
PAINT MARK UNDERGROUND POWER CABLE
AE
OVERHEAD ELECTRIC LINE
UNDERGROUND STORM SEWER LINE
Ss--
UNDERGROUND SANITARY SEWER LIKE
EXISTING RIGHT OF WAY LINES (NOT SURVEYED)
PROPERTY LINE (NOT SURVEYEDI
—•---e
NEUSE RIVER BUFFF-R LINE
RIM -PONT
OF WATER FLOW
INV
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TOP B/C
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0
SIGN. GUY IRRE MAILBOY. OR WC FEATURE
I. ERIC S. SMITH, CERTIFY THAT THIS TOPOGRAPHICAL.
SURVEY WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
CHARG>< FROM AN ACTUAL 51JRVEY GOluPLETED ON JULY 14, 2CIS
PERFORMED TO MEET THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.1606 TOPOGRAPHICAL
SURVEYS) ACCURACY STANDARDS OF HORIZONTAL CLASS AA
AND VERTICAL CLASS C, THAT THE HORIZONTAL COORDINATES
ARE BASED ON NAD 1983/2011; AMD ALL ELEVATIONS ARE BASES}
ON NA VI788. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS 20TH DAY OF AUGUST.2018.
50/s
d
PROFESSIONAL LAND SURVEYOR} DATE
REGISTRATION NO. L-5259 (SEE REVISIONS)
FIELiI SURVEY CONf]UCTEDs 6/10/18 THRU 7/14/18
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a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN'qONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI#37-015
SCO ID# 18-18781-OIA
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
EXISTING CONDITIONS PLAN
Sheet Number

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A
1 2 3 4 5 6
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MATERIALS LEGEND
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SCALE: 1" = 30'-0"
0 15 30 60
1 2 3 4 5 6
URND
a r c h i t e c i s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANVONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
♦•```� MCA R''''%
♦ ��••••••• O
,OO� • SG P P E
*° C-098 *-
CON S,T%1�111R-gTION
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FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
A 03/04/19 ADDENDUM 2
B 03/12/19 ADDENDUM 3
© 2018 RND Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: YW, LC, YL
Checked: CH
Date: 03.12.2019
Sheet Title
MATERIALS PLAN
Sheet Number

AII
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MECHANICAL
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COORDIINATE WITHS F\ PLUMB NGPLANS,
TYPICALTPCTW:443 a)
YAL BW:442
45
BW: 442
TW: 446
LoBW:441
448 "'6 RETAINING WALL/ IT BID ALTERNATE #1
-50 3 +00 �+ AND GRADING FOR
FFE: 447.00 MAINTENANCE
TW:445
BW: 444 BUILDING
435 EXISTING UTILITY POLE AND GUYS TO REMAIN;
CONTRACTOR TO COORDINATE WITH UTILITY
PROVIDERS TO OBTAIN ADEQUATE VERTICAL 42r,
FCLEARANCE FOR NEW DRIVEWAY ENTRANCE
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��� (/ i - 7Z� '_ \ V A '- � vA VA \ �"> A\VA\ � V ��\ NRB THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
�eONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
�� A V A VA
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PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
\�V A \VA�� AA \\\ CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
27.88 1 -zt- NRe
2. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES.
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\ \ \� \VA VA ��15� �� �� \ ���T� �Re PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
\ �\ _ �� A\ OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
15 CMP \ v A _���
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AND GUYS TO REMAIN \ \ \ \ \ \ Q A ELECTRIC AND TELECOM
�� - - � V \ \ \ A A EXISTING UTILITY POLE FACILITIES TO REMAIN
_ EXISTING OVERHEAD _ \ \ \ \ sr \ V \ \ AND GUYS TO REMAIN 455 EXISTING HANDHOLE
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71htL I NILTI I
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, INC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, INC 28202
T: 704.545.6151
Professional Seals
�.`��Q►�N.CA�gO
•••oF ss� ' ., sS
2
�s
D. A- •�•
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of isexpressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
OVERALL GRADING PLAN
Sheet Number

GRADING NOTES
< ZU� v A V A ' - _'�� 1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
2. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES.
�� \ \ \ \ REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER.
v •/ l I/ l l/ I I �v �� `v v \ V �6' v v v v v v �� ll�� v `v j� vv `v v v v v v �� ��
3. ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS
SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED.
4. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS MEANT FOR
PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
V A v v V A \ V A v \ ENVIRONMENTAL DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
SURVEYS DEPT.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALLS TO BE DESIGNED BY GEOTECHNICAL ENGINEER. TW=
\ l \ \ \ V A V A V A V A V A V A \ FES 70 V A A \ \ `\ FINISH GRADE AT TOP OF WALL. BW = FINISH GRADE AT BOTTOM OF WALL.
ly� \ V A V A A \ V A V \ V \ V A A \ \ �� A - 6. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
7. BP= BREAK POINT
Q,o
Al,
v5?76,
LEGEND
\ / / / / / / V A V A \ \ \ \ \ V A V A \ V A V A A \ \ \ \ V \ \ EXISTING CONTOUR
\ \ / \ st\ \ \ \ \ A _ PROPOSED CONTOUR 290
435 TOP: 429.00'
A \ TREELINE
\
C)A A
NEUSE RIVER
� / / / / /�/ C i / / / /� v °,-� JB 72 v v v v v v v BUFFER NRB
/� / A \ TOP: 439.00'
CU/LN////// / v
STORM PIPE
427.9
p
Q , � � v � � I � . l l l l � / /lam I v aas.6r
TW: 447 A \
SPOT ELEVATION
4
�
/�-4229 / V ` V V `4&q.NDERND v
CURB INLET (CB)
DETENTION 2
\ \ \ V \ V A V V DROP INLET (DI)
v JUNCTION BOX (JB) B
TW 449 `V A ` FLARED END SECTION (FES)�
BW 435 v V A V A v
DOME AREA DRAIN (AD) ccle
19+� v v v v, v v v v \V v v A v v v V A \ v
DRAIN (AD)�ED
CB5z
TOC: 445.40' V A \ V A \ \ V A \ \
A V A A \ CB-5100\ �� A \ \ V A TW: 449 \ \ \
\ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ BW:430 SANDFILTER 2 �,\ \\ �� TOC:445.25' � `\ `\ �\
CB-53 v 44
v v v v v
/ 30
\TOC: 447.75'
EXISTING FIRE I/ Q0
HYDRANT TO REMAIN
CB-3 V A V A \ V A\ \ \\ \ V A \ V A V / \ V A \
/ \ TOC: 447.40'
17V �s / ` �' �� �� 446.90' A \ V A A \ \ �� \ \ \ V A \
447.20'
446.70' A V \ \ \ V A \ V A \ V A V A \
\ \ \ V A \ \ 447.10' A A \ V A
447.50'UA
448.67'
CB-4
447.30' TOC: 447.10'
\ 448.67' TOC: 446.65' V \
le
AID- 54 \ V A
436 �0 447.10' 447.10' \ \ \ \ \ \ \ \ TOP: 447.' \ \ 446.50'
yeti 447.20' �� A A \ V 50A V 4 \ \
i � � \ \ V / \ 4 �
448.50' 449.0T .25' � \ \ \ � � � � � � � 446.35' I A � A \
i A \ \ \ TW: 4 6 \
BW:4 0
447 ���� \ 448.67' 446 \ \ \ \ \ l
\ EXISTING RIPRAP V
CHANNEL TO REMAIN \ \ \ \ 448.6�'
447.00' 448.75' `V A \ \ \ \
�448.67' V A \ �� 449.07'
448.6T ��
N
\ Ln
448.6T
448.50' / _ l
448.95' A •� DI-60 Nt
GRATE: 447.50'
c ` 8.67' �•
44�
CB-5 / / \ AD 61 � 448.67'
/ 44£ TOP: 447.80, I \ � I - A CB 143 \
448.67' 448.95'
448.50' 449.25'
449.03' I V A \ \ \ \ \
/ 448.67' 0 I - ' C13-142 V A \ \
449.03' c)
/ / / - +� / ./ - -
/ � I � , � �
� TOC:
�44867' 444.75' ` v v v
1+
448.67'
448.67'
AD-62
\ TOP: 447.50'
ZV A V A A \
AD-64TW: 444 \ \ \
\ \ 449.0T ��� TOP: 447.50' / / - V A BW: 433 \ \
448.67'
i
00WING A
r / / CB-2 01 / / / _ - - L,�' °�� / ��� 444.50'
TOC: 436.00' , / / / i
449.07' 448.50'
CB-7 FFE: 449.17
TOC: 443.90' 448.67' ��� / )�N
_ - 448.50' / / - 448.67' - ��\ V CB 141 \ \
v / _ 4491 T 4491 T v TOC: 443.10' \
443.30' - - - ' � �
449.03'
CB-6 448.95'
Toc: 444.00' _ - 449.17' / \ -
% \ / �� - - 448.67' _ - - 448.6T / A 449.03'
AD-63 R�0 / 448.67'
i
20TOP: 447.00'
436.00'
44905' AD-126 (ADA GRATE)
� v
TOP: 448.50'
�448.50'
\ i �443.�15'i
\ � moo / A 449.03'
444.40' 448.6448.6AD-1 (ADA GRATE) C
444.00' 449.03' 448.67' TOP: 448.50'
4o AD-1 1 C13-0'
CB-14\0
� TOC: 444.50' TOP: 447.0
A
\
� \
TOC: 441.50'
/ 4 9.00
i 446�448.67' V - - - i / 44$.67 \ V A TW:441
/
443 444.40" - 448.67' --- CB-10
TOC: 448.315'
445 , � � _ - �` � �
448 V.444.00' 444.40'
BW440
I � /�191
_ �V_
----- i --- ---�-- i �� - - - AD-121 + :� \ !S \ A \ \
49�3 TOP: 447.50'
i BP-4 48 fs7 - 448.8
TOP OF GRATE
448.77' �' _ AD-124 8.45, A
CB-20 444.00' - � \ �° AD-125 SOP: 448.50' TOP: 448.25'
TOC: 444.30' �o
\ A \ �❑ i'?---� --- 448.6T
�I i4449-.8
448.50448.95' +� BP +
449.00' 449.5 449.4
44400' 48.71 4
-+
449.75
cd
CB-9 El
0' TOC: 446.00' 4$
44900'
44540443.80' 444.3CB-21 11CF
i III Tnn. eernn'
A
s
\ \
\
N
SCALE: 1 "=20'-0"
0 10 20 40
RUND
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
�•`�pQ►�Irk•C� O V
�•••OF s`4� • �' =mot
D.
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
GRADING PLAN
Sheet Number

\ r
.�� GRADING NOTES
-��
448.50' j`� \ - - 448.67' CB 141 \ \ V A \ \ \ V �m
449.03' ' ' TOC: 443.10' 1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
A �.' n� THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
�:..........� \ V A A V A \ \ \ V A \ 41= ���� �� ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
� � � � 448.6449.03'A� �\ V A \ A CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
AD-63
2. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES.
TOP: 447.00' \ \V A A _.. A A \ V A V A \ V A2� \ V A \V A A \ REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER.
447.50' \ 449.05' ND-126 ADA GRATE i - \ \ V A A V A \ \V \ \ \ \ V A \ \ - 3. ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS
A TOP: 448.50' \ V A V A V A \ V A \ \ \ SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED.
4. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS MEANT FOR
/ 449.03' i - _ - 1j A \ V A V A \ \ \ \ V A PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
448.6T 448.67' AD-127 (ADA GRATE) \ \ \ \ V A \ \
\ \ � � � \ V A \ �� � OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
TOP: 448.50' , - i i \ V A \ \ A \ V A \ ENVIRONMENTAL DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
448.6T \ - - - - - \ CB-140 V A �o $ \ \ \
� SURVEYS DEPT.
��� \ ���� \\ �GY V A TOC: 441.50' \ \\ V AV A A \V A 5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
\ \ � 449.00 i \ A�� \ \ V A RETAINING WALLS TO BE DESIGNED BY GEOTECHNICAL ENGINEER. TW=
448.67' - - % A V A \ TW. 441 A Q V A \ \
\ \ �� A �,� \ \ V A FINISH GRADE AT TOP OF WALL. BW = FINISH GRADE AT BOTTOM OF WALL.
\ � � / 44$.67 � � \ \ \ \ BW:440 � \
6. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
_ AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
- - 45,�7. BP= BREAK POINT
� �\VA\ V AV A �
WINGEl
AD-121 +FES-80
� \ V A \ \ \
i ----- ---�-- --- �--�'< - - - , �t � � � � L� V A V A V A \ \ V A \ � ------- i - - 49�3 TOP: 447.50' - \ ,
1 i FFE: 449.1 7 k BP�48�7 - 448.8 - _ - 4�8. 5
TOP OF GRATE: I-,
- - ____1
� �\ - A V A \ \
448.7717 H ' - AD-124 A \ V A
VAD 125 _ - - - TOP: 448.25'
\ TOP: 448.50'
b --- 448.
448.67'448.9 + _ - - - - - + \ A A V A \ \ A A V A V A
- 449.8
448.95' 8.9
449.4 + �
449.5 lam".� 6 ----�
H - - --- --- .V A \
-- -- V P8.71 44.6 + V A V A A A\ \ \
� 449.75
A G v --- --- -+- 8.7
- - +
V-----�- H - - i BP AD-123
- --- - --- -- - �- + - - TOP: 448.60 - - �' 6� - + 4M. 5,_ \ \ UNDERGROUND \ \ \ \ o \ \ \\
TRENCH DRAI 449.12 _ AD-122
y TOP: 448.77' _ _ - - - - - Ly _ AD 120 \ ` \ \ \ DETENTION 1
_TOP: 448.55' \ \ \
\ \ TOP OF GRATE. �zi - - - TOP: 448.00' \
448.95' \ � - _ - � - �
448.6T \ V A \ 448.77 a� - 449.00 - - - - - - "49.00_ V + 448.7V
\ v +
- - 449. \ \CB-111A \ \ V A CB-110 \ V A \ V A \
448.90 _ + 44 83
\ \ \ \ - � A \ TOC: 440\.35'A\ \ \ V \AV TOC: 439.85'
448.67' 77 ' - - 448.80 + +
-58 4 52i7 _8 44
448.67' V \A A \
- -
� - + 448.E - - 44g.85 \ V -
+ 448 5- - - - 48.8 - Pr448. 5
V A-- --- / + i �a i 448.
CB-14 � \ �B.fT � - - AD-135 � f j AD-131 A �� 6.46 \
v - _ TOP: 448.25' SAN D F I LTE R 1 -
TOC: 449.40' - - TOP: 448.50'
AD-136 + 448.75 + 40. o + 448. + + + 44
AD 15 \
TOP: 447.50' -+ 448.8 +ae_s
48
TOP: 447.50' \ 448.448.67'-+
\ - - -
V A - +448.9 i - - - - -0 i AD-130 AD-1 12
I TOP: 448.25' \ \ \ \ \ \
\ \ 448.82' -g 448.67 I I I I TOP 448.25' \ \ \ 444.50'
i + P 448.74 - - -
\ V 6 - - - + 449.0� - \ \ \ 447.00'
-� 441.85' \ \
448.50'A \ \ \ 442.00' \ \\ <i \ \ \ \ V V A \ ��V
448.67'+ 448.66 m -- i 448.6T A \ \ V A 4 V A \ \ V A \ V A A
i \
- - 449.03'
AD-1 +ggg. �o
TOP: 448.00' C'\
\
_ -
- 448.67'-- -- - A AD-114 \ \ \ \ \ \ \ \ V \ \ \ V A \
T - - + 448.9 \ \ \ TOP: 447.50'
448.6AD-1 \ \ \ \ \ \ \ \ V A A \ \ \ V \ \
\ TOP: 448.35 \ \ \ \ \ V A A \ \ \ \ \ V A \
- - - - - +448. ------ V --- 449.07'
448.67'
448.67'
BP 448.67' �- ��_� \ \I V A \ \r+i A A \ \ \ V A \ C
\ \ \
AD-1 i \ \ \ V A \ V A AV A A V A \ \ \ \ ��
AD 16 \ I A \ \ V A A CB-90 \ V A V A A \ \\ V A
TOP: 447.
TOP: 447.50' \ 50' \
�448.80, - - - - AD-138 A \ 449.03' \ \ \ \ \ V A \ TOC: 442.00' \ V A V A A A \ \ V A \ \ \ \ \ \ \ \
TOP: 448.00'
449.03' \ \ \ \ \ \ \ \ \
WING E2 '� 448.67 v v v v vv ��� v vv vvv vv vv vv v vvvvv v -
448.67'
A l \ \-�7 ---- 7
FFE: 449.17
v v 448.67
449.07'
AD-44 -i - 448.6T -
TOP: 447.50' _ I 449.07' WING C \ \ \\ \ V A \ \\ V A \\ \\ \ \ \V A \ \ V A \ V \ \ \ \ \ A
448.67' I A\ A \ \\ 3 448AD-103 FFE: 449.17'\V \ \ \ \ \ \\\ \
TOP: 447.50' 448.67' --
\V A \\
C-�
V A 2 V A \
448.67' 448.67' 448.67'
448.67'
iL^j AD-102------- - i A TOP: 447.50' V A
- - i TOP: 448.00' i \ \
- 448.50' i 448.6I T 448.6448.67'CB-92 A TOC: 444.75'
448.67'A \ I I
448.20' - - - - - '77� ------ - I I �V - ----- -
i -------- A 448.6T Z
\ 449.03'
- ® \ 448.50'
\� 448.50'
® 449.03' \
SERVICE YARD �- 449.03' v ,�
AD-42 -i i ® AD-101
TOP. 447.50' - - - TOP: 447.60' I I \ \
TOP: 448.00' 448
448.67' I I I 448.67' A
I I I 448.67 U) OD \
v CB-100A Ln
i
-- A TOC:446.90' � 448 � � U')
448.50' - - - A 447.00' CB-95 CB-94
I i I 448.60' \
� 44� i TOC:447.20' � � � � TOC:446.50' � � � i � � i � � � � � � Ll7 � \
- 448.25' 8.10'
\
448.00' 447.50'
447.10' 447.60' \ \ \ \ LEGEND
EXISTING CONTOUR
3a+50 31 +00 _ �Q� 31 +50 � 446.50' 32+00 _ 32+50 1 13+00 _ 33+ a _ 34 00 \ 34+28\ \
\ °� �� 1 V 1 l o A
448.65' 448.75' �a �� � � � �� � � 'T
�� � � � � � \ PROPOSED CONTOUR 290
\ 446.90' �7 448.15' \ \ V ACO \ \
� � � � � � � � � TREELINE
446.85' 447.00' V -
\ V A \
F_ 447.25' 448.35' 448.50' \ \ a A \ \ \
447.10' 449.00' \ \ ± NEUSE RIVER NRB
\ \ \ \ \ V A A Z \ \ BUFFER
FES-210 V A \ \ \
449.00' 448 \ \ �� \ \ \ \� V / \\ \ \ \ V A A V A STORM PIPE
48.90' � 450 � I �� � � � i � � � � � \ \ � \ \ \ \ \ � � 448.6T
\ \ V A \ � V A \ \ \ � SPOT ELEVATION
CURB INLET (CB)
\
\ 455- \ V A \ \� \ CB-211 435 \ V A DROP INLET (DI)
\ V / Ru" \ TOC: 445.75' A 2 \
° \ I i A V A �� V JUNCTION BOX (JB)
TOC: 445.75' 445.25' \ 445.50' 445.25' EXISTING UTILITY POLE AND GUYS TO REMAIN; \ \ \ V A FLARED END SECTION (FES) ccle
\ / o CONTRACTOR TO COORDINATE WITH UTILITY
460 A EXISTING OVERHEAD \ V A \ V / � PROVIDERS TO OBTAIN ADEQUATE VERTICAL \ DOME AREA DRAIN (AD)
- - A A ELECTRIC AND TELECOM \ \ \ \ \ CLEARANCE FOR NEW DRIVEWAY ENTRANCE - - - - - - - -- - -
F FO FACILITIES TO REMAIN \ \ \ \ \ - F� - - - - SQUARE AREA DRAIN (AD)
EXISTING HANDHOLE rr _ _ _ \ \ O _ - _ - - - - -
- _ , _� _ TO REMAIN V - - / - -F FO f- FP - /FO FO _ F6 �- FO/ q 0 6 FO F = _ - =4ao - - _ - - _ _z� _ _ _ _� ��
OH - _ --00 1 _ 0H _ 0-H - - _ _ - H€ - - -0Hf 0HE- ' OHE HE 0HE H \0HE 0H 0 E E OHE HE - _ - - -JH!0_171�' - _ @HE
- - - - _ - - _ - - EXISTING UTILITY POLE AND -_ - - -- - - -_ - - - - - -�_`_- - - - - _ - - - - - - / r R�6
-_------------ - GUYS TO REMAIN-- --- ------ - 45�- _ - -- -----`��------ _--_-_-44/ _ FES-213 -- __ O�------- -----_ -_ {_�-___--_ _--_\
- - -- - - - -- - `t-__ - - - - - - - -- - -_ _ _�� -- - - - -- -- - --- - - - - - - _ - - 445 - - _-- _ - _ -
5---=_--- _=____ _--- -_ - 446--- ___ -- _--- _ --- --- �7-- �- o Fo �- - -___ -- ___ -__ _ _= N
-----
4�------- 4-4---_----- 7 - -- �� FO FO 0 _ FO --- - SCALE- 1"=20'-O"
Fn FO FO � FO FO FO FO FO FO FO (� FO FO FO - - - FO - - - Fa - - - - - - - � - - ry 0 10 20 40
W - - - - - - - - - - - - - Jtt- - - - 441 - - - - - - - - - - - - - - - -
CHAPELHILLROAD---____-o � - _- _ - --a -__ _ __
N CHAPEL HILL ROAD
w Cfl n LJJ
N 0 I O
N R D
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, INC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
GRADING PLAN
Sheet Number

/ / V
448.67' /
i
448.67' /�� v
Z�o
y
g C=434.63,
TOP �M=433.92 ,
INU IN=431.121
INV OUT-431.12
C= 434. 4471 �
TOP gM = 433.9 2,
33.68 /
NV4
/
449.07' -
I
448.67"
I
449.17'
I
AD-62
TOP: 447.50'
448.67'
448.67'
` 440.01 MU-1/_1 (HUH V PCH 1 C)
/ TOP: 448.50'
8.67'
7 AD-64
TOP: 447.50'
449.03'
/ / I
449.03'
44� 8A
444
v4/ \4v-.\0/ V 0\ ' v 4�0'
/
bbTA\V OAAPA-
�
--�
8\I \
.
A9
-- FFE:
\ - 449.17
�i iii1i1L11
--- -
--
-
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O-
5P®®-
O
CB-20 444.00' 54
�4\8/
.\7--17
":
-
-
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4
-
+aRG-
4pFk
1
4
8--
--
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-- -
1�
2-�5
TOP: 448.50--
�
'
V- / TOC: 444.30'
14448.67'
,
s 44B.9
-
4�
8
40
448.50' 448.95'
449.00'A// 444,001,
� 444.30' CB-9 ❑ [Et
446.00' 449.50'
443.80' \ El w
CB-21 445.40' o 449.00�
TOC: 445.00' rn
QTRENCH
-
D_ -
R- -
A-
b
b I
448.50' TOP: 448.77'
/�08. 448.95'
CB_CTOP OFGRATE% p _
CV TO: 446.25448 67' 448.77
0'
C� \ 449..7
448.6CB-13 VQ 448.67' 448.7/.TOC: 447.40'
446 ir 4
CB 14 448.67
-� E
Q TOC: 449.40' AD-136 +448
_-
'.-
7
INLET AD-15 TOP: 447.50' 448.8
448.67' TOP: 447.50' 448.6448.67' PROTECTION 44g-�
IC ` � - - + 448.91
DI-22 448.82' 448.67(TYPGRATE: 447.00'
CB-30 + P 448.74
TOC: 446.85' 449AD 23 0�
Q TOP: 448.00'
448 ++448.66
448.67'9.03' 449.07' 448.67'
448.67'
448.67' 448
� 01 v TOP:448.00'
448.67' + 4489
448.50" - - - - - - -
449.07" +448.
�448.50' 448.67' D-24 AD-25 448.67"
TOP: 448.00' TOP: 448.00' BP 448.67'
449
449.03'
�AD-16
TOP: 447.50' 0'
449.03, 449.03' 4488AD-138
Do TOP: 448.00'
448.50'� $/ 449.03' WING E2 ---
G
o FFE: 449.17
L ------- AD-44
CB 32 TOP: 447.50 448.67'448.67'
TOC. 449.50 WING D 449.07' 448.50, 8 67 1
�DI-31 448 AD-103
449.00' FFE: 449.17'449.0T TOP: 447.50'
GRATE: 447.25 448.6T448.67' 448.67' 448.67'
448.50'
�,3 •2 448.6T
4486TOP 44Sp 448.50'
448.50'
FF-
2 AD-43 448,20'00; AD 37 448.50' TOP: 448.00'
47.50®
\ 448.67"
TOC: 449.70' - - - - - - - - -
JK� 449.03' 9.03'
448.67' 448.50'
448.5 0' SERVICE YARD
AD-35
TOP: 447.50' AD-42 AD--
/i1
449.07' TOP: 447.50' TOP
CB-34 DI-41
GRATE: 44
1TOC:449.00' 448.50' 448.67'
448.6T 448.60'
AD 36 448.67' CTOP: 448.00' B-'
TOC
448.50' 44
448.25" 448.00' 447.50' 447.10' 447.60'
447.80'
�av 50 29+00 CB4�29+5c 30+00 _ _ 31+031+50
TOC: 448.65' 448.75'
448.55' 446.90'
NVA 446.85'
1-1
N426 448.50, 449.00' 448 450
70-- �
- - - -455
3�v6 N A2v76610___===- EXISTING OVERHEAD
V ELECTRIC AND TELECOM 460 EXISTING FIRE FU
- - FACILITIES TO REMAIN F� - FO
HYDRANT TO REMAIN -FQ _ EXISTING HANDHOLE V --_--
- _ TO REMAIN F GRATE _ -
0HE - -ONE - _ _SHE - - eHE - _ �1�E - - C7HE OkIE 6HE OHE 0H�E \ 0HE OHE 0HE E �� OHE \ O i� HE 9HE -- E _ �E - _ 0HE - _ 0#E _ C IS - _ I - _ 0-H - - _ - H€
.--� --V - - ��-- _ _-- ---- - _� -- -.
77-
vice- ------__-_- ---_-_- ----- EXISTING UTILITY POLE AND - ---- _---
\ EXISTING UTILITY POLE AND - - - - _ - - - - - - - --j - - - - - (� _- - _ _ - - - GUYS TO REMAIN _ �„�� _--
\ GUYS TO REMAIN - - - - - - - i - - - - - - - - `1- - - �J - - - - - - - - - - - - -- - - L� - - _ - -
GRADING NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
2. MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHED GRADES.
REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER.
3. ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGE AND AS
SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED.
4. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS MEANT FOR
PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
ENVIRONMENTAL DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
SURVEYS DEPT.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALLS TO BE DESIGNED BY GEOTECHNICAL ENGINEER. TW=
FINISH GRADE AT TOP OF WALL. BW = FINISH GRADE AT BOTTOM OF WALL.
6. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
7. BP= BREAK POINT
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR 290
TREELINE
NEUSE RIVER
BUFFER
STORM PIPE
SPOT ELEVATION
VV-I
448.67' ---\
f
CURB INLET (CB)
DROP INLET (DI)
go
JUNCTION BOX (JB)
PA
FLARED END SECTION (FES) CIO
DOME AREA DRAIN (AD)
SQUARE AREA DRAIN (AD)
N
SCALE: 1 "=20'-0"
0 10 20 40
R LNN,.D
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, INC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
�•`�pgk "•CA;?,
? ?•••OF s`4� • ti =1
D.
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
GRADING PLAN
Sheet Number

RIP RAP AND APRON CALCS
FES#
PIPE SIZE
Q10
V10
RIP RAP SIZE
APRON LENGTH
APRON WIDTH
@ PIPE OUTLET
APRON WIDTH
@END
D50
D MAX
THICKNESS
(IN)
(CFS)
(FT/S)
I (FT)
(FT)
(FT)
(IN)
(IN)
(IN)
FES-70
24
128.269911
7.95
1 CLASS B
1 12
6
1 14.0
6
1 9
1 18
FES-80
24
1 21.66
1 5.73
1 CLASS B
1 12
6
1 14.0
6
1 9
1 18
DRAINAGE NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT
NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES
TO REMAIN.
2. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS THAT ARE NOT
DIRECTED INTO SUBSURFACE DRAINAGE PIPES. SET SPLASH BLOCKS TO
DIRECT WATER FLOWAWAY FROM THE BUILDING.
3. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
4. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND TABLES, THE
PLANS SHALL BE ASSUMED CORRECT. NOTIFY THE ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALL DESIGN WILL BE PERFORMED BY THE GEOTECHNICAL
ENGINEER.
6. SEE PLAN KEY FOR TYPE OF AREA DRAIN GRATES. ADA GRATES SHALL BE
USED IN PEDESTRIAN AREAS.
7. ALL ROOF LEADERS SHALL BE DUAL WALL HDPE PIPE (SMOOTH INTERIOR)
OR PVC WITH WATER TIGHT CONNECTIONS. SEE DOWNSPOUT DETAIL
SHEET C-804.
8. FOUNDATION DRAINS TO BE 4" DIAMETER, SINGLE WALL PERFORATED
CORRUGATED HDPE WITH SILT -TIGHT CONNECTIONS.
9. CONDENSATE LINES TO BE PVC UTILIZING STANDARD FITTINGS. INV=427.1 X
TOP BdC=434.63;
IM=433.92 ,
INV IN=431.12,
INV OUT=431.12
CONNECT TO EXISTING
CATCH BASIN
TOP BdM=433.92'
INV=433.68' /
TOP=407.67'
TOP CONC OF OPE� =4Q7.28 /
i-
�vz�`THROAT D10
INLET=406.46'�' �zv��O
INV=403.05 � � � I­7vS�vvvvvvv\ NRB
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ti
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INV= Re
/ � 1 Irvl I II / A A A V A \\ VA V A f �� \ V �i LEGEND
126,
/ cLnl1/�wlllll vvvvv A A v vv vvv<<�� v��� EXISTING CONTOUR - - - - - - - -
VA V A A 6LIP
PROPOSED CONTOUR -290
-0 �G �1
..........
TREELINE
�- v v v v vvv vv vvvv v v v v v v IN, Z
( CB)
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TW 447 I�� � �
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// ///// M/
o • "\ DOMED AREA DRAIN (AD)
i A A V A 435 2S V O TW:449 -= L
l w /U1 /�. N 2 A V
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V AA SQUARE AREA DRAIN (AD)
INV=422.8 �S i Q ///�� //V BOTTOMID= v e
RCP QC:?
0\\ � \ V A V � / I STORMWATER PIPE
CB // �/ \ 4 \ \ \ \ TW: 449 NEUSE RIVER BUFFER NRe
- 7.90, �� / \ 45 40� V BW: 430
TOP B�, C 427.22, -� //�/ ��� A 4 V A A V A \ \ �� \ VROOF DRAIN (8" HDPE)
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// /
/ I V A \
/ f TOP ID = 435.10 �pX� \ \ \ \ \ \ \ TW: 447
\ BOTTOM ID = 426.10 \ q, BW: 430 \ \ \ 0 20 40 80
424.32 / /Cq WEIR = 433.85
0! V A \
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BW: 430
\ \ \ 1S \ V A A \ \ \ \ \ \ Q \ V o
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WING B/�
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FFE: 449.17 / / / A/4
IV - - AD-62 / WING A
AD-64
FFE: 449.17
1 /
/ ap \ \ \ W:440
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D 434.75
CB-12; UNDERGROUND DETENTION 1 I
CB-14 AD-139 BOTTOM OP IID -
\ -9 b� IAD-131A _ A \ \ \ V \
446 _ A A V A V \ \ �,,�
AD-135 �� \ AD-1CB-111 A V A \ \ V A V A \
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447 448
DI-22AD-1 13
A � AD-23 V c� \ \ \ \ SANDFILTER 1 \ \ \ \ \ \ \
/ CB 30 448 V A \ \ - -05� - - - _
/ � \TOP ID = 436
7 \ V BOTTOM ID = 428 V A \ � �
INV= 424.67' // / / _ - AD-137 - - - _ �ZS , \ V A \ WEIR = 434.75 \ \ \ V A \ ��� \
/� /V ---- A V A V A \ V A \ \ \ \ \ \
/Q�� � / � /// ,A\\ � � � \ \
a)
118:
TOP B�/
RM=434 /
/ � AD WING E2+� s/s� A
FFE: 449.17'
v
- -
coWING0
• / / ///�/ /�/i/l// 3D AD-44 _448 WING C
1
AD 37 In
v v Av v A v v \ v v v
�v�
CB 32 AD-103 FFE: 449.17i
FFE: \
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AD-36
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INV=417.30' AD-43
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A AD-102 V V CB 92 l I 1
FtD=-j
IN \ \ \ \\ _SE 9 �� \ \
SERVICE YARD
so
�sz v s v v v\ CB-33 v \ 4�a \ v o A
\ V A S \ \ \ _ 44 � \
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I
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/ • / / lll� V V O� V A \ \ \ \ Q CB-40 0 d'a� DI-100B - CB-1 r
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-------- (If CHAPEL HILL ROAD �_� _--'�_-'� � w ,���--- �. o ,-
��� 04
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16tL NL 0
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
�.`�OQ►�N.CfeegO
? ? •••OF 33� • �' =mot
2
•• •••• ;S
D.
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
OVERALL DRAINAGE PLAN
Sheet Number

ll�/6/
�9 vv
I _ �
P/ v v v v
.8 75 YJ Q RCP/ I.//cl,/�
I / / / / / / DETE ON 2 v
CB I I /�/ / / / / / UNDERGROUND
t �J , TOP — 432.00
427.9� OM ID =424.00
2B
A=427.2,
— ,—
4�5
V= 424.2
I _♦ I l Ail
CC
DFILTER 2 v v
N \
ID = 435.10
TOP
Q/ BOTTOM ID = 426.10
W /WEIR = 433.85
� CB-4 \
° TOC: 447.10' \
/ \ LF 2 " C 2.35 INV IN: 432.93'
INV IN: 439.71' \
INV OUT: 432.73'
\ GQ
EXISTING FIRE v
• � \ \ � V � CB-3 431.c � FZ
/ / A \ \ TOC: 447.40,
RANT TO REMAIN hC �� 1434 INV IN:432.11' c„
�� A INV OUT: 432.01'
CA
V
4" DOWl'
/ 447 CLEANOUT,
• / / �`L� fp, TYPICAL
8" HDPE TO COLLECT
/ • / / / �� ROOF LEADERS AND
CB-5 / DENSATE LINES.
/ �•�/ / / TO 446.85' / DISC ARGE TO STORM
INV IN: 433.93' / DRAINAGE SYSTEM.
15-
INV OUT: 433.93'
i cfQ e
i
�•/ ��,'� � �- ����- ,-� � WING B
FFE: 449.17'
9 / / CB-201 / _ _ — — SPLASH BLOCK
/ TOC: 436.00' / — _ (TYP.)
INV OUT: 432.48' �/ CB-6
/COo
M// / — TOC: 444.00' MECHANICAL
w INV IN: 439.38' CONDENSATE LINE -
/ / -INV IN: 435.43' i COORDINATE WITH
/ INV OUT: 434.93' PLUMBING PLANS,
57 TYPICAL
264, JS _ 8" HDPE TO COLLECT
/ RCp ROOF LEADERS AND
CB-200 / @ �2% CONNSATE LINES. S
TOC: 436.00' / / ` DI HARGE TO STORM
INV IN: 432.20' / / CB-7 RAINAGE SYSTEM.
INV OUT: 432.001, / TOC: 443.90' �o
INV OUT: 439.65'
�`450*
/
DRAINAGE NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT
NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES
TO REMAIN.
Z� �� \ \ \ �\ \ \ \ V v v A 2. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS THAT ARE NOT
�� V A \ \ \ FES 70 A \ \ v v v ��� \ \ _ DIRECTED INTO SUBSURFACE DRAINAGE PIPES. SET SPLASH BLOCKS TO
\ \ \ \ \ \ `►- DIRECT WATER FLOW AWAY FROM THE BUILDING.
INV IN: 413.50'
v v A \ ��\ 3. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
v v v v v v v v v v NR8-
v \ V A \ \ V A A - �J�►�„� AA \ 4. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND TABLES, THE
v 0�\ V A V A A A \ \ \ \ �L v v ��� �� �. 1 PLANS SHALL BE ASSUMED CORRECT. NOTIFY THE ENGINEER
\ \ V A A A \ \ \ \ \ \ \ \ v A ���, IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALL DESIGN WILL BE PERFORMED BY THE GEOTECHNICAL
ENGINEER.
NRB \ A 6. SEE PLAN KEY FOR TYPE OF AREA DRAIN GRATES. ADA GRATES SHALL BE
A USED IN PEDESTRIAN AREAS.
TW: 447 j 7. ALL ROOF LEADERS SHALL BE DUAL WALL HDPE PIPE (SMOOTH INTERIOR)
\ \ \ \ \ �o A A \ V A \ v v v /� OR PVC WITH WATER TIGHT CONNECTIONS. SEE DOWNSPOUT DETAIL
BW: 446 SHEET C-804.
8. FOUNDATION DRAINS TO BE 4" DIAMETER, SINGLE WALL PERFORATED
/� CORRUGATED HDPE WITH SILT -TIGHT CONNECTIONS.
9. CONDENSATE LINES TO BE PVC UTILIZING STANDARD FITTINGS.
\ Q JB-71 A \ V A \ v v \ V A �/� II-.4 ���
V TOP: 429.00'
435v�� INV w: 419.00' v v v v v�2S v v TW: 449
<c INV OUT: 414.49
BW: 435
V A
v v v v TW: 449
BW: 430
\ l�
TW: 447
BW: 430
LEGEND
EXISTING CONTOUR - - - - - - -
PROPOSED CONTOUR 290
TREELINE
CURB INLET (CB)
DROP INLET (DI)
JUNCTION BOX (JB)
FLARED END SECTION (FES) ccle
DOMED AREA DRAIN (AD)
SQUARE AREA DRAIN (AD)
STORMWATER PIPE
ROOF DRAIN (8" HDPE)-Ro—Ro-Ro-Ro-
CONDENSATE DRAIN C
FOUNDATION DRAIN FD
FRENCH DRAIN
NEUSE RIVER BUFFER NRe
GUTTER DOWNSPOUT
CONCRETE SPLASH BLOCK
41
TW: 446 cc)
CD
BW: 430
"1 0
\ \09)0
Ilk-
4
� vv vv vv TW:444 �
\ \ \ \ \ BW: 433
FOUND ION DRAIN \
INV OUT: 27.00 \ \ \
\ \ CB-142 \ \
TOC: 444.75' \ \
\ \ \ INV N:440.56' \ \
INVI 6' \ \
V A \\ INV OUT: 4 0.46' V A\
\ A FOUNDATION DRAIN A
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
\ Revisions
\
No. Date Description
\
Q
9 FOUNDATION DRAIN
\� INV OUT: 440.00
� A A
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
\ \ \ the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
Ar \ \ 2 F\ 5" 1. 50 \ \ publication by any method, in whole or in part, is prohibited.
\ \ \ \ \ Original drawing is 30" x 42". Do not scale contents of this drawing.
V A CB-111A A \ \ Project Number: 005634.00/1811
\ V A INDV IN4436 34' Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
DRAINAGE PLAN
N ENLARGEMENT
SCALE- 1 "=20'-0"
Sheet Number
0 10 20 40 D C301

AD-63 - - l / D
TOP: 447.00' /
INV OUT: 444.00" /� / -V-
AN
/ —
00
3.50' / / / D AD-126 — — —
7
FRENCH DRAIN - \ o' D \ TOP: 448.50'
-�m�- CIA- W a� SEE DETAILS \ o� \
p � INV OUT: 444.50'
CLEANOUT, _
TYPICAL
/ CONNECT / V AD-125
/ FRENCH DRAIN D $ \I \ TOP: 448.50'
/ TO AREA DRAIN INV IN: 444.07' —
AD-127 FE
TOP: 448.50'
INV OUT: 444.50' m
B
7—IDJ
r �
I �
D/ \ V A
F� v
\ D \� A _ AD-136
\ TOP: 447.50'
\ 5 INV IN: 443.40'
\� AD-15 — INV IN: 443.60'
\ TOP: 447.50' \ INV OUT: 443.15'
B\ INV IN: 443.50' \
INV OUT: 443.30' —
D
a \ \ MECHANICAL AD-137
S \ \ 21
\ � CONDENSATE LINE TOP: 448.00' - � T
COORDINATE WITH
a\ \ - -O INV IN: 444.1PLUMBING PLANS, INV OUT: 444.07'
\
\ \ TYPICAL
AD-16
TOP: 447.50'
INV OUT: 444.03'
S�
-- AD-42 J C R V I E T /`1 ft U
TOP: 447.50'
INV OUT: 444.50' --�- ; s
1 _ 30+50
C?
1
T SS SS
A
)I
AD-'138
TOP: 448.00'
INV OUT: 444.50'
SPLASH BLU<j
/TVP 1
c
\ MECHANICAL
CONDENSATE LINE
455
/ // / / /� CB-212
TOC: 445.75'
// // / / / / INV IN: 441.57'
460 / / / / / INV OUT: 438.65'
r - - r - = -._ _ - -. -� _ �- ._�-. - - - _ - - - /I • Ems- _-
OUT
_— — -- — — — — — — — � - — — — — — — — — — — — — — — — — — — — -
- - - - - - -�-- - - _ - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - -
= 5- - ---- --- --- 446=---- _ ___----__�-��_--------- _
----------------9tt---- 441
TW:441 ►,,,�,,,►,,,
BW: 440 41-2 -���,,,="'r
� 1 ,
FES-80 \
\ INV IN: 420.25' \
\ 00 \ \
V A A
-- -- ---L�� __--
DRAINAGE NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT
NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES
TO REMAIN.
2. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS THAT ARE NOT
DIRECTED INTO SUBSURFACE DRAINAGE PIPES. SET SPLASH BLOCKS TO
DIRECT WATER FLOWAWAY FROM THE BUILDING.
3. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
4. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND TABLES, THE
PLANS SHALL BE ASSUMED CORRECT. NOTIFY THE ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALL DESIGN WILL BE PERFORMED BY THE GEOTECHNICAL
ENGINEER.
6. SEE PLAN KEY FOR TYPE OF AREA DRAIN GRATES. ADA GRATES SHALL BE
USED IN PEDESTRIAN AREAS.
7. ALL ROOF LEADERS SHALL BE DUAL WALL HDPE PIPE (SMOOTH INTERIOR)
OR PVC WITH WATER TIGHT CONNECTIONS. SEE DOWNSPOUT DETAIL
SHEET C-804.
8. FOUNDATION DRAINS TO BE 4" DIAMETER, SINGLE WALL PERFORATED
CORRUGATED HDPE WITH SILT -TIGHT CONNECTIONS.
9. CONDENSATE LINES TO BE PVC UTILIZING STANDARD FITTINGS.
—� SFV\cas
+ \ \ V A 1 \ TOC: 445.00'� �N \ \
\ \ \ \ CB 92 \ \ i440 00'T.
NV OU
` \ \
\ 1
�` ` 111�1 v/11/ vvv'1 11` 111
I/ v/ ' 11 11 I I I I I �v v / 1 1 IIII 11 1 1/111' IIII
�� / I � I 1 / I I I III I I NIIIIIIIIII'IIII �
I �F I I
RCP
I FOUNDATION DRAIN
d I' INv ouT�44o 00
87� 1 I I I I
12.64'
41.29' 7 F
BID ALTERNATE #1 , FOUNDATION DRAIN
FOUNDATION DRAIN FOR � 4+1 34+2r/� INV OUT: 441.00
- MAINTENANCE BUILDING,
FOUNDATION DRAIN FOR
RETAINING WALL, MAINTENANCE
DRIVEWAY DRAINAGE
v
7L /Ln ��� FOUNDATION DRAIN \ \ V A
/ �n_ �� h INV OUT: 443.00 \ \ \
N
SCALE: 1 "=40'-0"
BID ALTERNATE #1 INSET
1 0 20 40 80
-I
LO
� I I
� � 1
II N I \
1 \ �
V A \
CHAPEL HILL ROAD CHAPEL HILL ROAD
PROPOSED CONTOUR
TREELINE
CURB INLET (CB)
f
DROP INLET (DI)
go
JUNCTION BOX (JB)
FLARED END SECTION (FES)
ccle
DOMED AREA DRAIN (AD)
SQUARE AREA DRAIN (AD)
STORMWATER PIPE
ROOF DRAIN (8" HDPE)
-RID—RID-RID-RID-
CONDENSATE DRAIN
C
FOUNDATION DRAIN
FD
FRENCH DRAIN
NEUSE RIVER BUFFER
NRe
GUTTER DOWNSPOUT
CONCRETE SPLASH BLOCK
SCALE: 1 "=20'-0"
0 10 20 40
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, INC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN"'qONDESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
�•`�pQ►��•CA O a.
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, INC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
DRAINAGE PLAN
ENLARGEMENT
Sheet Number

SPLASH BLOCK
(TYP.)
CONNECT TO
EXISTING CB
NEW INV IN. 431.32'
g C=434.632
TOP IM=433.92,
INV IN=431.12,
N v OUT= 431.12
I
Q r / / // / /'0/ / / / / /
OP g = 434. 44440
,
C
INS=433.68
4
/ // / // / / // 45 v'
448
450
XA
/_ /•// ���/// / // / tS
c
=I Q@�
0
////// v�/ /
A6
/ OQ_ /// //// % /// / / / �57� CB-30
/ v / TOC:446.85' INV IN: 442.60'
INV IN: 438.10'
INV OUT: 438.10
-P
CV
57- /
Q)/ _k,
��� // -31
GRATE: 447� 5'
/ / / / � S o INV OUT: 443.50'
N
8" HDPE TO COLLIE
ROOF LEADERS P
CV) CONDENSATE LIN
HARGE TO STC
T OC- 449.50' 00 D GE SYSTI TOC: � -
f INV IN: 439.32'
INV OUT: 439.07'
/ l /43 �✓� l / �, �N
�43 •2 (5
T)P- 2� Aso _ v
)10
/ RK
\ V A CB-33
/ \ \ TOC: 449.70'
INV IN: 440.30' S3lF
INV OUT: 440.20'
C �A@�
\ \ 000
'A
SST
V A V A '5;F \ V A
V A AV A A '510
v v v
�NV
30;�s
----____---z��------
- -
---- -
AD-11
TOP: 447.00'
INV OUT: 443.50'
D /
AD-64
TOP: 447.50' /
INV OUT: 444.50'
FRENCH DRAIN -
- m T- a� SEE DETAILS \
/ CLEANOUT, lo
TYPICAL
/ CONNECTD
FRENCH DRAIN D $
TO AREA DRAIN
AD-127
TOP: 448.50'
INV OUT: 444.50'
\ AD-136
TOP: 447.50' i
INV IN: 443.40'
AD-15 INV IN: 443.60'
TOP: 447.50' INV OUT: 443.15'
INV IN: 443.50'
INV OUT: 443.30'
AD-16
TOP: 447.50'
INV OUT: 444.03'
MECHANICAL AD-137
CONDENSATE LINE - TOP: 448.00'
O q INV IN: 444.1T
� COORDINATE WITH
PLUMBING PLANS, INV OUT: 444.07'
TYPICAL
- - AD-138
TOP: 448.00'
INV OUT: 444.50'
8" -
RO(
COI
DIS
DR)
70-- i CB-1
DOU
15" RCP @ 1.05% TOC�
INV I
INV I
INV
� OI
31 +50 d
�7
V/
448 -
rt
450
455
v � i 460/
----==-460------
-
-_4 777*
_T-
��_ A-��--_ _-_ _-- -_ -�4�T == f --__-
DRAINAGE NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT
NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN WORKING AROUND EXISTING UTILITIES
TO REMAIN.
2. PROVIDE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS THAT ARE NOT
DIRECTED INTO SUBSURFACE DRAINAGE PIPES. SET SPLASH BLOCKS TO
DIRECT WATER FLOWAWAY FROM THE BUILDING.
3. CATCH BASIN ELEVATIONS ARE TO THE TOP OF CURB (TOC). AREA DRAIN
AND DROP INLET ELEVATIONS ARE TO THE TOP OF GRATE.
4. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND TABLES, THE
PLANS SHALL BE ASSUMED CORRECT. NOTIFY THE ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. RETAINING WALL ELEVATIONS REFERENCE FINISH GRADE, NOT FOOTING.
RETAINING WALL DESIGN WILL BE PERFORMED BY THE GEOTECHNICAL
ENGINEER.
6. SEE PLAN KEY FOR TYPE OF AREA DRAIN GRATES. ADA GRATES SHALL BE
USED IN PEDESTRIAN AREAS.
7. ALL ROOF LEADERS SHALL BE DUAL WALL HDPE PIPE (SMOOTH INTERIOR)
OR PVC WITH WATER TIGHT CONNECTIONS. SEE DOWNSPOUT DETAIL
SHEET C-804.
8. FOUNDATION DRAINS TO BE 4" DIAMETER, SINGLE WALL PERFORATED
CORRUGATED HDPE WITH SILT -TIGHT CONNECTIONS.
9. CONDENSATE LINES TO BE PVC UTILIZING STANDARD FITTINGS.
LEGEND
EXISTING CONTOUR - - - - - - -
PROPOSED CONTOUR 290-
TREELINE
CURB INLET (CB)
DROP INLET (DI)
JUNCTION BOX (JB)
FLARED END SECTION (FES) CC]@
DOMED AREA DRAIN (AD)
SQUARE AREA DRAIN (AD)
STORMWATER PIPE
ROOF DRAIN (8" HDPE)
-RID-RID-RID-RID-
CONDENSATE DRAIN
C
FOUNDATION DRAIN
FD
FRENCH DRAIN
mmmmmmmmmmmmmm
NEUSE RIVER BUFFER
NRe
GUTTER DOWNSPOUT
CONCRETE SPLASH BLOCK
N
SCALE: 1 "=20'-0"
0 10 20 40
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CAN'qONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
DRAINAGE PLAN
ENLARGEMENT
Sheet Number

Cll�Igq
EXISTING UNDERGROUND
FO LINES TO REMAIN
STANDARD UTILITY NOTES (as applicable):
1. All materials & construction methods shall be in accordance with City of Raleigh design standards,
Q I I 13 I i details & specifications (reference: CORPUD Handbook, current edition)
O I I I I. 2. Utility separation requirements:
Of � ,0 I I I I I I a. A distance of 100' shall be maintained between sanitary sewer & any private or public water supply
--I I OI 13 source such as an impounded reservoir used as a source of drinking water. If adequate lateral
J = I I I separation cannot be achieved, ferrous sanitary sewer pipe shall be specified & installed to
nW I �I �� I waterline specifications. However, the minimum separation shall not be less than 25' from a private
I� I b. When installing water or sewer mains, the horizontal separation between utilities shall be 10'. If
� ~ �I I• this separation &/cannot be maintained due to existing conditions, the variation allowed is the water
m Z I �3 �� I main in a separate trench with the elevation of the water main at least 18" above the top of the
Q I I I I • sewer & must be approved by the Public Utilities Director. All distances are measured from
CO I I I I I I outside diameter to outside diameter.
II 13 r c. Where it is impossible to obtain proper separation, or anytime a sanitary sewer passes over a
\ I I I I I' I watermain, DIP materials or steel encasement extended 1 O' on each side of crossing must beLJJ I • specified & installed to waterlinespecifications.
o'
`I I I I I I d. 5.0' minimum horizontal separation is required between all sanitary sewer & storm sewer facilities,
I I I IC/)' MH-9 unless DIP material is specified for sanitary sewer.
�•` I I I I -I • I STA: 20+72.71 e. Maintain 18" min. vertical separation at all watermain & RCP storm drain crossings; maintain 24"
I I ml OFFSET: 3.98' MH 10 MH 11 min. vertical separation at all sanitary sewer & RCP storm drain crossings. Where adequate
RIM: 446.23' separations cannot be achieved, specify DIP materials & a concrete cradle having 6" min.
36 INV IN: 441.' RIM: 446.02' STA: 18+77.29 clearance (per CORPUD details W-41 & S-49).
I I�' INV IN:442.09' OFFSET: 0.09'
INV OUT: 441.16' f. All other underground utilities shall cross water &sewer facilities with 18" min. vertical separation
INV OUT: 441.89' RIM: 447.15' '� required.
INV IN: 442.75'
INV OUT: 442.55' 3. Any necessary field revisions are subject to review & approval of an amended plan &/or profile by the
s ss ss City of Raleigh Public Utilities Department prior to construction.
19+50 93 LF 8" PAC ss S+�- 4. Contractor shall maintain continuous water & sewer service to existing residences & businesses
I I / @ 0.50�§% throughout construction of project. Any necessary service interruptions shall be preceded by a 24 hour
EXISTING FIRE �y0°I°j a 8+50 advance notice to the City of Raleigh Public Utilities Department.
HYDRANT TO REMAIN �F0 p�C °C i 5. 3.0' minimum cover is required on all water mains & sewer forcemains. 4.0' minimum cover is required
I yp 1� i S a on all reuse mains.
6
ax ,
MH-8 s i y �8A b 6. It is the developer's responsibility to abandon or remove existing water & sewer services not being
STA: 21+29.68 ° PROPOSED used in redevelopment of a site unless otherwise directed by the City of Raleigh Public Utilities
OFFSET: 4.56' ° FIRE HYDRANT Department. This includes abandoning tap at main & removal of service from ROW or easement per
�•� RIM: 447.50' / Oho 8" DI IRE o I CORPUD Handbook procedure.
/ •� \' / // // INV IN: 440.88' / ���5�'� 7. Install water services with meters located at ROW or within a 2'x2' Waterline Easement immediately
INV OUT: 440.6, F v I .r xs adjacent. NOTE: it is the applicant's responsibility to properly size the water service for each
0 connection to provide adequate flow & pressure.
0
8. Install sewer services @ 1.0 /o minimum grade with cleanouts located at ROW or easement line &
/r _ ( CO lr spaced every 75 linear feet maximum.
N m / /3 /� / �y / TOP: 448.50'
/ �` INV OUT: 443.28' W " 9. Pressure reducing valves are required on all water services exceeding 80 psi; backwater valves are
SCALE: 1 "=40'-0" _ �� / x ( required on all sanitary sewer services having building drains lower than 1.0' above the next upstream
BID ALTERNATE#3 INSET o� ��!��• yo����
manhole.
0 20 40 80 -17 / / / b 10. All environmental permits applicable to the project must be obtained from NCDWQ, USACE &/or
SEE BID QJv FEMA for any riparian buffer, wetland &/or floodplain impacts (respectively) prior to construction.
0
11. NCDOT / Railroad Encroachment Agreements are required for any utility work (including main
�• ALTERNATE extensions & service taps) within state or railroad ROW prior to construction.
-
0
0
ass-ss-ss-ss-ss-ss SSSS
NyA
EXISTING HANDHOLE
V
S 12. Cross -connection control protection devices are required based on degree of health hazard involved
-) 3 #3INSET p q g
� � � / �� � 'S� O TOP as listed in Appendix-B of the Rules Governing Public Water Systems in North Carolina. These
o guidelines are the minimum requirements. The devices shall meet American Society of Sanitary
o CO INV: Engineering ASSE standards or be on the Universityof Southern California approval list. The
�� EXISTING 16" DI 6" VC SS @ 0.5% MIN 6" PVC SS @ 0.5 /o MIN Z6-SERVICE - g g () pp� 444.85'devices shall be installed and tested (both initial and periodic testing thereafter) in accordance with the
WATER MAIN ss ss � ss - COORDINATE WITH 8" DI FIRE manufacturer's recommendations or the local cross -connection control program, whichever is more
6" SS SERVICE - LOOP stringent. Contact Joanie Helve at 919 212-5923 or oanie.hartle ralei hnc. ov for more
MH 7 PLUMBING PLANS \ g y ( ) j y@ g g
COORDINATE WITH � information.
e0 8" SS TAPPING o STA: 22+32.82 o
h PLUMBING PLANS
eOC O � SLEEVE AND VALVE I �v I OFFSET: 5.65' .Alli
w RIM:445.80'
3 ' INV IN:440.15' WING B
�d \ / I - INV IN: 441.00'
9 FFE: 449.17' 4" FDC LINE -
\� O ��\\ y x�\ INV OUT:439.95' COORDINATE WITH FIRE W
FIRE PROTECTION PLANS
4" FIRE SERVICE - \
yj I a COORDINATE WITH FIRE GENERAL NOTES:
HYDRANT
LIbY EASEMENT ��� § FDC PROTECTION PLANS
4" FIRE SERVICE- WING A cc 1. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE
8 INCH FIRE BACKFLOWVENTER N COORDINATE WITH FIRE W PRINTED PLASTIC WARNING TAPES, MINIMUM 3 INCHES WIDE
\+ IN ABOVE GROUND ENCLOSURE F� PROTECTION PLANS FFE: 449.17 \ WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
/ \ LOCATED IN 20' WIDE EASEME \ 00 \y 2. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE
MH-15 IDENTIFIED BY DETECTABLE WARNING TAPE, MINIMUM 2
RIM: 445.25' �/ W PIV \ \ INCHES WIDE, WITH LETTERING TO IDENTIFY BURIED LINE
Y A' INV IN: 439.94' \ BELOW.
INV OUT: 439.74' ,, > Co INV: WING E1 \ FIRE 3. 2012 NC FUEL GAS CODE, SECTION 404.15.3 TRACER: AN
MH-6 A'VV OUT: 440.00' 4 444.13' FFE: 449.17' HYDRANT INSULATED COPPER TRACER WIRE OR OTHER APPROVAL
"" F CONDUCTOR SHALL BE INSTALLED ADJACENT TO
STA: 23+59.77 JNVOUT:440.00' _ PIV F UNDERGROUND NONMETALLIC PIPING. ACCESS SHALL BE
OFFSET: 0.62' 4" SS SERVICE - F PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE
/ ------ �. -
RIM: 443.24' � ��� a, \� COORDINATE WITH \ E SHALL TERMINATE ABOVEGROUND AT THE END OF THE
INV IN: 439.32' �' �lK 6" PVC SS @ 0.5%MIN PLUMBING PLANS NONMETALLIC PIPING. THE TRACER WIRE SIZE SHALL NO BE
LESS THAN 18AWGAND THE INSULATION TYPE SUITABLE FOR
INV IN: 439.32' /\�,xs / F DIRECT BURIAL.
� �• INV OUT: 439.12'
/ , 4. REFER TO PLUMBING DRAWINGS FOR CONNECTION OF ALL
�i MH-17 + SERVICES.
RIM: 448.00'
�� / c- MH-16 ❑ I . INV IN: 441.00' 5. ALL WATER MAINS SHALL BE PRESSURE CLASS OR
N J '� 1P RIM: 446.30' INV IN:441.00' --- - ----- ------ ----1 THICKNESS CLASS DUCTILE IRON PIPE DESIGNED IN
ACCORDANCE WITH AWWA STANDARD C-150.
/�� \ /P@ INV IN: 440.40' --- --- - INV OUT: 440.81'
B I D ALTERNATE #1 INSET SCALE: 1 "=40'-0" ��� /§���o� °So, INV IN:438.79'
h 6. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS
❑ CO INV:
'� � INVOUT:440.20' I MEANT FOR PLANNING PURPOSES AND WAS OFFSET FROM
0 20 40 80 / / / ° S % �83LF$°PVC@0.50% ---- -- 441.50'? o LOCATIONS FLAGGED AT TOP OF BANK BY JOHN MERRITT,
19 \p ss 4" SS SERVICE -COORDINATE o ENVIRONMENTAL SPECIALIST OF CALYX ENVIRONMENTAL
8" DI FIRE A SS CLEANOUT \' !A5 SS s WITH PLUMBING PLANS DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
SURVEYS DEPT.
/ MH-5 / A
TYPICAL 4" PVC SS @ 0.5% MIN
STA: 25+03.43 C�; >"
OFFSET: 8.54' 4" SS SERVICE -
• PROPOSED / "' I _ 4" PVC SS @ 0.5% MIN 4
RIM: 446.73' U s COORDINATE WITH
INV IN: 438.40'
S \ FIRE HYDRANT
� I � PLUMBING PLANS I
• INV OUT: 438.20'
TA c.) 6" SS SERVICE - CO INV:
P a COORDINATE WITH 444.03' I
PLUMBING PLANS
LEGEND
4" GREASE WASTE
o '+ ° SERVICE, COORDINATE I
SEWER MANHOLE S5 S5 -
WITH PLUMBING PLANS
�• --
� � � SEWER CLEANOUT -
44 5.30' INV: 44 4.60' INV: 4,000 GALLON GREASE INTERCEPTOR, o
� ss ss
0
COORDINATE WITH PLUMBING PLANS M
\ -I I SEWER LINE - ss ss ss -
6" SS SERVICE - 6" SS SERVICE, 4" FIRE SERVICE - WATER LINE - w w w -
�� MH 4 (5' 0) / + COORDINATE WITH COORDINATE WITH COORDINATE WITH FIRE
�• STA: 26+19.03 N PLUMBING PLANS / WING E2 PLUMBING PLANS PROTECTION PLANS WING C -- � FIRE LINE - F F F -
36 OFFSET: 12.' 4" FIRE SERVICE -
RIM: 44.' COORDINATE WITH FIRE FFE: 449.17' FFE: 449.17'
INV IN: 437.60' I PROTECTION PLANS TREE LINE
/ INV OUT:437.40' WING D
FFE: 449.17'
+ FDC
6" SS SERVICE - __ � �
co COORDINATE WITH FIRE HYDRANT
PLUMBING PLANS
Top _M 4 C. • 25' \ of I WATER VALVE
8" DI FIRE g
/• 4/ INV 4 \ @> 4" DI DOMESTIC WATER SERVICE, " CO INV: CO INV: ®OOP
T. O CO INVCOORDINATE WITH PLUMBING PLANS I q 4 446.39' 444.00'
: I I r�_________�
INV \ 445.47' _ • 4 tl
$
/ 4U NK / ° STA: 10 68 48 6" SS SERVICE - CO INV: �N
�- - COORDINATE WITH ° 445.11'
6" SS SERVICE- OFFSET:0.00, . z PLUMBING PLANS
COORDINATE WITH RIM: 448.25 •
/ 3 8" DI FIRE PLUMBING PLANS INV OUT: 442.00' SERVICE YARD
' EXISTING FIRE LOOP off\ I SS CLEANOUT, '
HYDRANT TO REMAIN 00 c�5@' / FIRE 1 3 c�i� MH-22 �v _ TYPICAL I
v HYDRANT SS CLEANOUT, MH-3 (60) \�� °oQ �! PIV I TYPICAL STA: 32+85.61 I I ' '
/3 S JG e c I v Q
OFFSET: 9.87' _ It
STA: 27+16.23 a41 7pT s� 0 55 SS a
/ \ �F „ RIM: 447.80'
�• 4� / OFFSET: 18.07' 8 CLEANOUT, ; I F I °� I h
\< / / / 3� / RIM: 450.30' �� °�°� TYPICAL ��� J ]���
INV IN: 442.64' �
INV IN: 436.88' s0-'� #"+�_ C PIV 3 �� o INV OUT: 441.29'
•� / / 3 / INV OUT: 436.6T \ Q�GS F 2- W F - F - §9+T� F - F -ZSF+5� F - F ��{60 0 - F F F3�1-gam F -� �pJl ,r+58 ° F - F ��+f00- F - F *56 - F Q 33t0a F - F - 03 34+10 34+28 SEE BID 5o g PN�
/ •. /� / ----- ss- ss -ss -n ss--n-- --55�3ss f$ ss-Q�`'-ss-ss-ss-ss-ss SS SS �� ALTERNATE P
ROW / CD / �•/ 279 LF 8" PVC @ 0.50°III % I I _ _'` • 31 LF 8" PVC 0.50% MH-21 I I @ o p a 1 # � INSET
@ / 163 LF 8" PVC 0.50 /o
v / �• \ i I MH-20 STA:31+22.14
8-INCH FIRE BACKFLOW PREVENTER ±
MON� / INV=426 �7L
"•- IN ABOVE GROUND ENCLOSURE I STA: 30+90.91 4 OFFSET: 8.86'
EXISTING FIRE I - - OFFSET: 8.66' - _ RIM: 447.12' _
/• ��J� l / EXISTING UTILITY POLE MH-2 (5'0) HYDRANT TO REMAIN I 1 RIM: 447.60' INV IN: 440.47' \ T
/ I AND GUYS TO REMAIN STA: 28+14.31 4" DOMESTIC BACKFLOW PREVENTER I 3 I INV IN:440.12' INV IN: 440.47' EXISTING HANDHOLE �,
/ S ' �O / I I I� o TO REMAIN
/ I ( I •�• I oN OFFSET: 12.48' EXISTING UTILITY POLE IN ABOVE GROUND ENCLOSURE I INV IN:440.12' INV OUT: 440.27' ^��
/•/• _;' T I OS / I /I I �+`INV=426.70 EXISTING OVERHEAD A=432.68, + o RIM: 448.94' AND GUYS TO REMAIN
rn I INV OUT: 439.92' INSTALL STORM DRAINAGE GUY - EXISTING UTILITY POLE AND GUYS TO REMAIN;
\ / I '� ELECTRIC AND TELECOM 0 8" DI FIRE SERVICE EXISTING HANDHOLE PIPING AND STRUCTURES AS $ CONTRACTOR TO COORDINATE WITH UTILITY
T = 432.76 INV IN: 438.52' I 3 I ^�
ON G I FACILITIES TO REMAIN � B � o I I TO REMAIN
/• I r O SIG • o INV IN: 436.14' 4" DI DOMESTIC SERVICE r r I T T r SHOWN ON DRAINAGE PLANS T PROVIDERS TO OBTAIN ADEQUATE VERTICAL
O I • _ I T AND GUYS TO IREMAINE _ oHE
• ! r 1, Y \ va INV IN: 439.57' - T
lie-/ oHE o„ r-----____ U oHE \\\ oHE o _ �'U 30' WIDE UTILITY I I - r T - r T - _CLEARANCE FOR NEW DRIVEWAY ENTRANCE
----
r _ ----- ._._._._--- ._._._._._._._._. ._ ._._._._ ._._.�._.. EASEMEN._._. ►_:� _._._. ._._._._._._._._._._._._._._ ._._._ ._ _ _ _._._._._. _ _._._._._._._ I.
- _ - - __ - •-• .L_._._._ -- i
3 _____________
w w _-HE------ /Gv T T-T------ T GR \ T 8X4TEE T
- w _\ . T - r
SIG --- 30% DI DATUR� �� "�--�= wJ - w -- UNDERGROUND
\ © ON V /
s/ �- w= W=-=\� ----- \�------------------ __W w rt- w/ w w w w- w - w - w w O w- FOIL NIE TO REMAIN - w w E M w- w w w W EXISTING FIRE HYDRANT EXISTING OVERHEAD i
EXISTING OVERHEAD
- cqs - _ _ ��-�v - _ w w ELECTRIC AND TELECO T ° w - w -ELECTRIC AND TELECOM r r
_ FACILITIES TO REMAIN >1 T PUD REQUIREMENTSfi, FACILITIES TO REMAIN
cqs - GAS -cqs 3 • �� + - w w t I TO BE REMOVED PER COR r •
cqs- 12" STEED - \ - w T s T_ �_ _ T T r T
/ r r r r r r �- -GAS L cqs r TI T 30 TT J T T T rr \L r r r _4 rr�-�-_ r_ r r r r T r T r T r T= r T r T- r T T T T- - 4" WATER METER IN VAULT T FIRE ----
GAS }� GAS GAS GAS GAS GAS GAS GAS G �- GAS GAS GAS GAS G S GAS GAS GAS GAS GAS GAS GAS GAS GA GAS - GAS -� GAS GAS GAS GAS GAS - GAS GAS GAS G GAS GAS S IG J 3AS L GAS GA'j GAS GAS GAS UAL
-- r r r r r r T r r r r T. T- T T EXISTING OVERHEAD _ LOCATED INSIDE RIGHT OF WAY HYDRANT
G - T - T T T T T z T T f--�-- - - -------------------- - - - - -
T T T T T T--------------- ----- o
3 + ELECTRIC AND TELECOM o
442.26 ��'+ ��� GATE VALVE N W
34 I \ I=434.65' FACILITIES TO REMAIN ! I r I I I TOP=44 E90438 36
TOP= w �' I \ \•\ C,o I TOP CHAPEL HILL 8"SS TAPPING �\ I 3 \ '
INV IN=432. , o - INV IN , I � � TOP=446.02 INV IN ()- 438 20 � o �-I-_
I V OUT=432.19 c�' 6 STEEL �� \ INV OUT=434.52 150' PUBL C R/W SLEEVE AND VALVE N o 436.91 I 3 S - , o I r--
� 3 \ . __ --- w ---- INV OUT=436.63--------� J I INV IN ()- M o I
_____ _____ I I INV OUT=438.08 S
GAS -GAS -GAS GAS GAS -�� GAS AS GAS GAS GAS GAS GAS -GAS -GAS GAS GAS G� GAS GAS ,SAS --GAS GAS GAS -\ ~ EXISTING 30"DIP �f / r l���i --- ' ---------
n G S� -- }- 1_ I�--- 1 GAS - GqS - GAS GqS - GAS GAS GAS $ p �aS - GAS GAS G GAS - GAS '
- -GRs SS - SS n - ss - ss - - ss - �� --- ss - ss - ss ss - _ G _ S TE -
GAS GAS GAS GAS - GASH Ff G 5 -i S-Q� S-S�A�-��qS -GAS GA GAS - GAS\ AS GAS r5 --GGAS 6' EL
__ _ 55---AS--cS"c GAS oq�-�§Ac �p��sra� -SS \ - fi r As WATER MAIN S GAS - GGSS ; GGAS -GGAS G GAS cqs j G cq �_ EL G OVER
GAS
GAs GAS GAS - -cqs - cq
EXISTING -�
ss� \ \ 4' PLASTIC \ \+ 8 DIP _ - AS� G _ ss , q� _ s ss Ss - ECTRIC AND TELECOM f cqs s - GAS I G,
-- OS \� /� ; �\ / • \ -��• - - T _ T r T T r { r { r { t TP 4 �s ! b -'- -� FACILITIES TO REMAIN t i_-ss L-sue L f a f f a f
D I GAS T T G _ t-
/X/\ 3 G \ GAS - GASH T T T T T / T T 3� T + T T / ry -SS I�SS
gS _ _
_ 8' DI
L I _
'c"P \ �/ ; INV=436.85 r\ J 3I} 3 MH-1 (DOGHOUSE) _ T T � 1/ T \ T T IT I T T T �If 3 1 I T T T T I I r- T
SIG T oHE T \� T T/ I T T ,� T - T T H 1\ \�- TT T/ TT I T T T T TI T -STA: 10+00.00 T T �� ®/ Ii \ WOOD T T T h T T TI T T T I�� T r ~ c I / 3 U
- T oHE 3 - r - T r �- r OFFSET: 0.00' ,� GN WOOD I WOOD � / II
RIPRAP \ SOS 3 RIM: 443.50' II // I SI SIGN I I SIGN
SIG l I 8 I r I - 1
= 441. INV IN: 435.20' o
II MTL � ( /TOP MH I I I I I\ I
SIGN I I TOP CONIC OF II I �, I����� I I r �I� I QI I
OPEN THR025, D1=441.4 ( WELLS �� I I I 1
INLET=440. I
3 II I
--------- I- II I �� NV �AJ�43
=437.62' 3 �� I I i
_._._._. 60'_CHL• W/�g-•-•- -{� -•- ---.-� I --------------------- ._._._._._._._._._.� I_._ .J.._. \ _._._._._._._ ._._._._._._._._._.Q.�. GUYS _ I / T / _._._._._._._._._._._._._._. _
GATE 3SBW EIP I I I �EIP �•� EIP I fh.
N
SCALE: 1 "=40'-0"
0 20 40 80
RUND
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
�•�`OQ►�H CARO
•to
•.
.•
to •
• •.• S
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
UTILITY PLAN
Sheet Number

Trinity �_r+
Crest RALEIGH
SCHOOL
y N rf�' � � V �� � 1 •�/
I --J
' ���1'i �\11\�.1•lt�iQ j I
r`
r -r
REMAINING TRACT 3
±59.00 AC >
MOUNT
O VERNON •� '
7ELEMENTARY .�
C45 dd ��►
�q S ITE
.f �X ; ± 18.40 AC r . • of
�r 9,
r 54
J
54 CHAPEL HILL ROAD
-J !
J-J
N
SCALE:
VICINITY MAP 1"=500'-0"
0 250 500 1000
TRAFFIC CONTROL NOTES-
1 . ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
2. ALL SIGNS SHALL BE MOUNTED WITH 7-FT. MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 3-LB. GALV. STEEL U-SHANNEL POST SET IN 3-FT DEEP x
12-IN DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
MARKING NCDOT STD. SIZE COLOR
SOLID LINE 1205.07 4-IN YEL.
MINI SKIP 1205.07 4-IN WHT.
CROSSWALK 1205.07 8-IN WHT.
RIGHT TURN 1205.07 - WHT.
LEFT TURN 1205.07 - WHT.
STRAIGHT 1205.07 - WHT.
STOP BAR 1205.07 - WHT.
4. ALL PAVEMENT MARKINGS ON SITE MAY BE EITHER THERMOPLASTIC OR
ALKYD -RESIN TYPE PAINT PER OWNER DIRECTION.
5. ALL SIGNAGE SHALLL MEET AND BE INSTALLED PER ANY AND ALL CURRENT
REQUIREMENTS OF THE CITY OF RALEIGH, NCDOT AND MUTCD STANDARDS.
6. ALL CONFLICTING PAVEMENT MARKINGS SHALL BE ERADICATED PRIOR TO
INSTALLATION OF NEW MARKINGS.
SPEED
LIMIT
5
, I
I
EXISTING RIPRAP � � • I
,
CHANNEL TO REMAIN '
i
/ , 1
� t
INS 42 ,'�
RMI
/ Cli
Q-
a� / ,' ,/ ,� SIGHT ,/ DISTANCE /
TRIANGLE i /
TOG: 436.00'
/ / 4 INV OUT: 432.48'
CONNECTTO \ O 30' R /,/ co//
,
I
EXISTING CB
' >10�
NEW INV IN: 431.32O
�.
/i. cni
30' R / �
L_434.63 ��s B- .
TOP=433•92 / TOC: ,
I � A � � � TOG: 436.00' '
r INV IN: 432.20'
- 4 31.12
1•1% �� ' ' INV OUT: 432.00' '''�
NV N=431.12 /
INS OUT os 1­4
RAN
/ CB
44, I
4. ��� '
g C-43 �Q/ / /� , ,� 10'X70'
433.92 os� �, / �i ��i SIGHT
' ' / ' /DISTANCE
0
INV - 4 3 3.6 (°��`� TRIANGLE
SPEED
LIMIT
5
450
455 - I 14;
CB-212
TOC:445.75'
EXISTING EXISTING j �� INV IN: 441.57'
460 � i , ELECTRIC AP OVERHEAD STOP SIGN AND INV OUT: 438.65'
- - - - - - - - FACILITIE: UTILITIES TO "RIGHT TURN ONLY"
EXISTING HANDHOLE - - - - - _ '
i� R/W REMAIN SIGN
_-------- TO REMAIN
�'
E 0HE OH bHE-E}ff _ 0
- ---- fl1 OHE� OHE, /
-- - --- - - EXISTING UTILITY POLE AND -- - ---------------------- - ----- 10'X70'SIGHTDISTANCE TRIANGLE
------- GUYS TO REMAIN ---
- - - - ------------------4�---_-_---------------4�----- _------ - '
- ------ - - -- --- QQ----- - i�----------------------------=1j�---- EXISTING _----------- - - - - --------- 44� _--/
------------�-_4(�---------------------------------------------- UNDERGROUND--- -_ /j ----------------
-- _ - - -- ----------------------- ____ UTILITIES TO------T4�---------------- _
-------- ____
_ _ 44�____*---- --- REMAIN _
--444====______----------------- -- 445------ _____===--T-�� l7- T ------ T T------T------- T----------CJ�7�7T-_--
= T--------1��-- T T ----- -
V ----
"DO NOT
-------------- LL------ ---------------------------
ENTER" SIGN
-
------------ - - -
� - - -- -- -
i
i
i
i
N
SCALE: 1 "=20'-0"
0 10 20 40
NOTES
1. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC
ONE CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
2. NEUSE RIVER BUFFER NOTE: THE 50' NEUSE RIVER BUFFER IS MEANT FOR
PLANNING PURPOSES AND WAS OFFSET FROM LOCATIONS FLAGGED AT TOP
OF BANK BY JOHN MERRITT, ENVIRONMENTAL SPECIALIST OF CALYX
ENVIRONMENTAL DEPT. FLAGGED LOCATIONS WERE SURVEYED BY CALYX
SURVEYS DEPT.
3. ALL WORK WITHIN ROAD RIGHT-OF-WAY SHALL CONFORM TO NCDOT
STANDARDS AND SPECIFICATIONS.
GENERAL NOTES : 2006 SPECIFICATIONS
ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH
AND / OR NCDOT STANDARDS AND SPECIFICATIONS.
THE HORIZONTAL DATUM IS BASED UPON THE NORTH CAROLINA DATUM 1983 (NAD83/NCRS2011)
VERTICAL DATUM IS BASED UPON NAVD 88. SEE ORIGINAL SURVEY BY TAYLOR LAND SURVEYING
FROM JUNE 2017.
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED OR
FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE
LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS
DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD III.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN
ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS
SHOWN ON THE TYPICAL SECTIONS.
ASPHALT AND EARTH SHOULDER CONSTRUCTION ON THE HIGH SIDE OF THE SUPERELEVATED
CURVES SHALL BE IN ACCORDANCE WITH STD. NO 560.01
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE
CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS
WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS
"EXTRA WORK" IN ACCORDANCE WITH SECTION 104-7.
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR
SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITY OWNERS ON THIS PROJECT ARE CITY OF RALEIGH, WAKE COUNTY, PROGRESS ENERGY,
PSNC, VERIZON AND MCI.
ANY RELOCATION OF EXISTING UTILITIES WILL BE PLACED IN THIS CONTRACT AND/OR
REPLACED BY UTILITY OWNER.
I_1�� 7[�lari]�Ul/_\'��/l_1 71�:i.Y•]►r1a69� Zialxl[.9:1_1��:7���_C•3��1:1'LK•]►11:L'C•ll
THE CONTRACTOR IS FULLY RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS
IN ACCORDANCE WITH INC GENERAL STATUTE - CHAPTER 87, ARTICLE 8, THE
UNDERGROUND DAMAGE PREVENTION ACT.
THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACILITIES SUCH AS
PIPELINES, ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS,
OR OTHER FACILITIES ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS,
FIELD MARK THE UTILITY LOCATIONS, AND PROTECT ALL SUCH EXISTING FACILITIES
PRIOR TO BEGINNING CONSTRUCTION.
ELEVATIONS FOR DRAINAGE STRUCTURES WILL BE FIELD VERIFIED AND ADJUSTED
TO FIT EXISTING AND/OR PROPOSED CONDITIONS AS NEEDED.
NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOILAGE, BERM,
SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO (2) FEET
AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT
IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE.
FES-210 `
I
� , I INV IN: 437.00'
CB-211
TOC: 445.75'
INV IN: 438.04' EXISTING FH TO BE
INV OUT: 437.21' REMOVED AND REPLACED -
I 0' 445.25' r SEE UTILITIES PLAN � ± 130LF P POSED -
� UA TO MATCH
IN; EXI ING �� �� _ JES
Z
ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in Roadway Standard Drawings "
Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.,
Dated January 2006 are applicable to this project and by reference
hereby are considered a part of these plans:
STD.NO. TITLE
DIVISION 2 - EARTHWORK
200.03 Method of Clearing - Method II
225.02 Guide for Grading Subgrade - Secondary and Local
225.04 Method of Obtaining Superelevation - Two Lane Pavement
225.06 Method of Grading Sight Distance at Intersections
240.01 Guide for Berm Ditch Construction
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation - Method 'A'
310.10 Driveway Pipe Construction
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
654.01 Pavement Repairs
DIVISION 8 - INCIDENTALS
806.01 Concrete Right -of -Way Marker
806.02 Granite Right -of -Way Marker
838.01 Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 901 Skew
838.11 Brick Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 901 Skew
838.21 Reinforced Concrete Endwall - for Single 54" Pipe 901 Skew
838.45 Notes for Reinforced Concrete Endwall - Std. Dwg.s 838.21 thru 388.40
838.51 Reinforced Brick Endwall - for single 54" Pipe 901 Skew
838.75 Notes for Reinforced Brick Endwall - Std. Dwg.s 838.51 thru 383.70
838.80 Precast Endwalls - 12" thru 72" Pipe 901 Skew
840.00 Concrete Base Pad for Drainage Structures
840.01 Brick Catch Basin - 12" thru 54" Pipe
840.02 Concrete Catch Basin - 12" thru 54" Pipe
840.03 Frame, Grates and Hood - for Use on Standard Catch Basin
840.04 Concrete Catch Basin with Single and Multiple Pipes - 12" thru 48" Pipes
840.05 Brick Catch Basin with Single and Multiple Pipes - 12" thru 48" Pipes
840.14 Concrete Drop Inlet - 12" thru 30" Pipe
840.15 Brick Drop Inlet - 12" thru 30" Pipe
840.16 Drop Inlet Frame and Grates - for use with Std. Dwg.s 840.14 and 840.15
840.17 Concrete Median Drop Inlet Type 'A' - 12" thru 72" Pipe
840.18 Concrete Median Drop Inlet Type'B' - 12" thru 36" Pipe
840.22 Frames and Wide Slot Sag Grates
840.25 Anchorage for Frames - Brick or Concrete
840.26 Brick Median Drop Inlet Type 'A' - 12" thru 72" Pipe
840.27 Brick Median Drop Inlet Type'B' - 12" thru 36" Pipe
840.29 Frames and Narrow Slot Flat Grates
840.31 Concrete Junction Box - 12" thru 30" Pipe
840.32 Brick Junction Box - 12'thru 30" Pipe
840.36 Traffic Bearing Drop Inlet - for Steel (840.37) Double Frame and Grates
840.37 Steel Grate and Frame
840.45 Precast Drainage Structure
840.46 Traffic Bearing Precast Drainage Structure
840.51 Brick Manhole -12" thru 36" Pipe
840.53 Precast Manhole with Masonry Base - 12" thru 42" Pipe
840.54 Manhole Frame and Cover
840.66 Drainage Structure Steps
840.72 Pipe Collar
846.01 Concrete Curb, Gutter and Curb & Gutter
852.01 Concrete Island
852.05 Median Curb for Catch Basin - for Use with V-6" Curb and Gutter
852.06 Method for Placement of Drop Inlets in Concrete Island
852.10 Median Construction - with Curb and Gutter
862.01 Guardrail Placement
876.01 Rip Rap in Channels
876.03 Drainage Ditches with Class'A' Rip Rap
876.04 Drainage Ditches with Class'B' Rip Rap
DIVISION 9 - SIGNING
904.10 Orientation of Ground Mounted Signs
904.50 Mounting of Type'D','E' and 'F' Signs on'U' Channel Posts
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.02 Temporary Lane Closures
1101.04 Temporary Shoulder Closures
1101.05 Work Zone Vehicle Accesses
110 1. 11 Traffic Control Design Tables
1110.01 Stationary Work Zone Signs - Mounting Height & Lateral Clearance
1110.02 Portable Work Zone Signs - Mounting Height & Lateral Clearance
1135.01 Cones
1150.01 Flaggers
1165.01 Truck Mounted Impact ATTENUATOR - Delineation
DIVISION 12 - PAVEMENT MARKINGS, MARKERS AND DELINEATION
1205.01 Pavement Markings - Line Types and Offsets
1205.02 Pavement Markings - Divided and Undivided Roadways
1205.04 Pavement Markings - Intersections
1205.05 Pavement Markings - Turn Lanes
1205.06 Pavement Markings - Thru Lane Drops
1205.08 Pavement Markings - Symbols and Word Messages
1205.09 Pavement Markings - Painted Island
1250.01 Pavement Marker Spacing
1251.01 Raised Pavement Markers - Permanent and Temporary
1261.01 Guardrail and Barrier Delineator Spacing
1261.02 Guardrail and Barrier Delineator Types
1262.01 Guardrail End Delineation
DIVISION 15 - UTILITIES
1525.01 Precast Sanitary Sewer Manholes - 4' and 5' Diameter
CONTRACTOR TO COORDINATE WITH UTILITY - EXISTING IIV- 4 2 2 • 7 QJ
PROVIDERS TO OBTAIN ADEQUATE VERTICAL _ _ _ _- - - _ _ _
_ CLEARANCE FOR NEW DRIVEWAY ENTRANCE - - - - - _ REMOVE AND RELOCATE EXISTING - - OVERHEAD -
-REMOVE
UTILITIES TO
_ -"TRUCKS ENTERING HIGHWAY" SIGN -
440 - - - - - _ _ _ _ - - g _ _ RMl _ _ ' - BEHIND NEW GUARDRAIL REMAIN . -
QH _ -ONE - = OHE;� _ _0HE- H - OHE OHE OHE OHE
=fir L
---- •-�� - - -_V----------- -----
10'X70'SIGHT DISTANCE TRIANGLE - - - - - - - - - - - - RELOCATED
RIGHT TURN - - - - _ - - _ _ _ - - _ _ EXISTING - - - - - _ - _ _ - - - - "TRUCKS ENTERING
ARROW �q45 - - - _ _ - - - _ _ _ - - UNDERGROUND - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ HIGHWAY" SIGN BEHIND
- - - - - - - _ _ UTILITIES TO - - - - - - _ _ _ _ _ _ NEW GUARDRAIL
----- -- - REMAIN -------
------ - -- - - - - -----------
6' -- -- -- 6---- - - ------------------
- - - - - -- ---
--- - R1�f _ T- T---------------------------I----- --
1 20'R --- --- --- ---- ---------- ------------------------------ -
----- t
-------- --��� S _ -
2 R SOLID WHITE LINE MINI -SKIP REMOVE ±115LF EXISTING GUARDRAIL
EXISTING TO REMAIN
-_ • �� I "NO LEFT AREA OF O GUARDRAILAND -
OF PAVEMENT ~ 'DO NOT TURN" SIGN WIDENING EXISTING EDGE
w nn MINI -SKIP REPLACE AS
= Cfl L� ENTER" SIGN LJJ PAVEMENT
O (� O I STOP BAR ~ 2' R � 100' DECELERATI N /STORAGE O I 100' TAPER C� L SHOWN
Y LiJ CHAPEL HILL ROAD / NC HWY 54 o�� CONCRETE �. ...
MEDIAN O CHAFHAPEL HILL RO'AD / NC HWY 54
------------------ ---�
441
` I b - EXISTING EDGE 20' R 32' R
i
/
/
/
/
/
445.25'
i
6-------- _ ----- _ _-------------
W _ _ - , i Q 77 � H \ � � _ _ - 4 - - - EXISTING HANDHOLE TO BE RELOCATED
_ _ _ _ _ _ SS _ - _ SS SS _S_ _ $$ \ lJ D - - - - - - _ _ _ _ _ �v �_ - - CONTRACTOR TO COORDINATE WITH
-� S, �� $S �� SERVICE PROVIDER
(4
--- ---� ----
-------------
------ SS S$ $$ o HH ____----- _ _-- _ - - - -- ---------_--------- SS__ -- - -----------------
-T-------�- _ T --- --------------------------- - ----- _ ' S--. EXISTING --- -Z-----------
----- - - -- I- _
---------- LJ � �- - EXISTING- __ �-ij, � � 57 so - - so -
------ -- T------T--- ---- T UNDERGROUND----- -- T _ ASS ���
T
--------- ---- T UNDERGROUND_ T
--------------- ---- T ---- T TIJ UTILITIES TO ---------- ------ 9s
--------- ------ T_ ----- T-------------- - - ---- UTILITIES IN --_ ��� � / R ---------_ - R t-�s SS
--__-----------------=---------------7--------6� b----- -- REMAIN $ ,---- REMAIN 0' v DIP
-------------------o--------- 05 V---------------------- 4 --------- �-
� T
T _---------_ _-�-- T T �� '� IN� �4`y�•� --- - - --� T
T - T-- T T T T��T _'-------- EXISTING �� `. �, -- ---------
-------�l -
___----- �,-- _ OVERHEAD _
--- -��� _-- - ---- UTILITIES TO KV 444.1 --
Ld0 WOOD -��� ��� W--� REMAIN ��
b SI
SS
SPEED
LIMIT
5
N
SCALE: 1 "=20'-0"
0 10 20 40
a r c h i t e c t s
RND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
RND
T 919.490.1266
www. RN Da rch itects.com
In Association with
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
DRIVEWAYS PLAN
Sheet Number

LOCALLY AVAILABLE SIZES
INTERCEPTORS
CAPACITY (GAL.)
SEPARATORS
CAPACITY (GAL.)
300
1000
550
1200
750
1 600
1000
1200
1500
2000
2500
3000
4000
5000
6000
8000
NOTES:
1. BAFFLE WALL LOCATED AT A DISTANCE FROM INLET WALL 2//3 TO 3�4 OF THE TOTAL LENGTH
OF THE INTERCEPTOR OR SEPARATOR AS SHOWN ON DETAIL S-40.
BAFFLE WALLS LOCATED AT A DISTANCE APPROXIMATELY OF y3 OF THE TOTAL LENGTH OF THE
SEPARATOR AS SHOWN ON DETAIL S-40.01.
2. EACH INTERCEPTOR OR SEPARATOR SHALL HAVE INLET AND OUTLET TEES. THE OUTLET TEE
SHALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET TEE SHALL EXTEND 25% INTO THE
LIQUID DEPTH. INLET AND OUTLET TEES MUST BE OPEN TO ALLOW THE COLLECTION OF F.O.G.
SAMPLE.
3. ACESS OPENINGS OVER EACH COMPARTMENT WITHIN THE INTERCEPTOR OR SEPARATOR SHALL
BE 24 INCHES IN DIAMETER AND CONTAIN PICK HOLES. ALL COVERS SHALL BE CONSTRUCTED
OF CAST IRON OR EQUIVALENT TRAFFIC BEARING MATERIAL. MANHOLE COVERS MUST EXTEND
TO FINISH GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE OF STORMWATER INTO THE
INTERCEPTOR OR SEPARATOR.
4. FULL SIZE DUAL SWEEP CLEANOUTS SHALL BE INSTALLED ON THE INLET AND OUTLET SIDES
OF THE INTERCEPTOR OR SEPARATOR.
5. INTERCEPTORS AND SEPARATORS MUST BE VENTED IN ACCORDANCE WITH THE NC STATE
PLUMBING CODE.
6. CONCRETE: 4000 PSI @ 28 DAYS.
7. DESIGN: ACI 318 BUILDING CODE
ASTM C1613-06 FOR GREASE INTERCEPTORS
ASTM C913-02 FOR WATER AND WASTEWATER STRUCTURES
ASTM C890-06 FOR MINIMAL STRUCTURAL DESIGN LOADING
8. INTERCEPTORS AND SEPARATORS SHALL BE DESIGNED TO WITHSTAND AN H-20 WHEEL LOAD.
9. INTERCEPTORS OR SEPARATORS MADE OF POLYETHYLENE OR FIBERGLASS SHALL INCLUDE A
MINIMUM 12,000 PSI TENSILE STRENGTH, 19,000 PSI FLEXURAL STRENGTH, AND 800,000 PSI
FEXURAL MODULUS.
10. ALL INTERCEPTORS AND SEPARATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.
1/2" STAINLESS STEEL DROP HANDLES
Dal
Dal
NOTE.
PAINT WITH RUST INHIBITING
BLACK PAINT
DETAIL OF
pb1 PLATES
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE ( ) UNITS
1
C15 X 33.9# CHANNEL 62 1/2"
MK-cal
4
1/8" X 1" H.R. FLAT BAR 3"
MK-pal
2
3/8" x 3" H.R. FLAT BAR 10"
MK-pbl
2
1/2" STAINLESS STEEL ROUND ROD 18"
8
1/2" STAINLESS STEEL HEX NUTS
4
1/2" STAINLESS STEEL FLAT WASHERS
it
3001
P.S.
Cor
TOP OF CURB
3/4"
LOPE
SEE
1.
V
16" T'
FLOW LINE
0
2-2" G.I. PIPE OR PVC PIPE
8" MIN.,OVER 12' DEEP 12" MIN.
UP TO & FROM TOP OF CURB.
O
5'
I
IC.
0
_ 12" _ 15"
1/2' D °
1/2' D
6„
6" 6'4"
NOTES:
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
SIDE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 10' FROM
THE CATCH BASIN.
2) STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF THE GUTTER TO THE INVERT
OF THE CATCH BASIN.
3) SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR 4X8X16 SIZES.
4) NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
5) DOMESTIC CASTING REQUIRED WITHIN
STREET RIGHT OF WAY.
i
6" UP TO 12' DEEP
t 12" OVER 12' DEEP
STANDARD C.B. STEP
343 REBARS
15"
8' LONG
_
GROUT
° IN PLACE
A
*�17
00
0002-2"
A
SIDE
PIPES 22"
1 1/2"
PLAN
ELEVATION
LONG ON A 3'
SLOPE-16" BELOW
TOP OF C.B.
4"
SLIP RESISTANT CLEATS
2'-6"MIN.
#3 OR #4
REBAR CORROSION
8" MINIMUM,
► 8"
RESISTANT
OVER 12' DEEP
MATERIAL
12" MINIMUM UP TO
(RUBBER)
6' FROM TOP OF CURB.
12
(PLASTIC)
IF STRUCTURE IS
15" TYP.
ELEVATION
SECTION A -A
GREATER THAN 12'
DEEP, FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE
1/2' D
CITY OF RALEIGH
6"
6„
PUBLIC WORKS DEPARTMENT
REVISIONS
DATE:911113 NOT
3000 PSI CONCRETE
23 1/2"
BUTYL-NEK OR
APPROVED SEALANT
BETWEEN FRAME
AND COVER _
O
M P R
o
Q
o
° FospACE polo
�q E N 1 P
O
COVER 120 LBS. MINIMUM
25 1/16" 0.
V.
23 11 /16"
7 1/2" 22"
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
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
MINIMUM 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.
- 25 15/16"
- 33 1/4"
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 5/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
GROUTFRAME
TO SLAB TOP
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.
3'-6"
NOTES:
1. FOR 24" PIPE & LARGER USE
IPE DIAMETER P LUS 12" FOR
INIMUMINSDE
MDIMENSION.
°
ADJUST TO TOP o o ° ° CLAS
CONCRETE °o o ° °
2. USE 4" X 4" X 8" OR 4" X 8" X 16"
OF BRICK
SOLID CONCRETE BLOCK. CAST
2 0
z
IN PLACE OR PRECAST CONCRETE
TO MEET NCDOT STANDARDS
1/2" PLASTER
2" MIN.
°?
ACCEPTABLE.
3" MAX.
8" MINIMUM, OVER 8' DEEP
m
3. FOR STEP REQUIREMENTS,
12" MINIMUM UP TO 6'
SEE NOTE #2 ON STANDARD
FROM TOP OF CURB
° ❑°
<
NO SW-10.13.
❑o°°°°
;
o °
° ° ° °❑ ❑°
°
o o° ° o ❑ o °
3000 PSI CONCRETE
❑�
❑° °
°o °a °
cc 00
NtLO MNt
if
8„ 8„
3'-0" _
4'-4"
4'-4"
CONCRETE SLAB TOP
3'-6"
�•3�_6Y91I_V[K�7►r•3 7�1�
L
FINISHED GRADE
\X
BACKFIILL
�
o
o0 0 8°0
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE. ALL SIDES.
UNDISTURBED
SOIL
Gil O.D. OF PIPE G„ MINIMUM SIDE
G OF #G7 STONE WHEN _ CLEARANCE
ROCK OR WATER IS
ENCOUNTERED
NOTES:
I . 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 BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
3/4"
5'-3"
SIDE ELEVATION
B�
1"
1„
V.
3/4" HOLES FOR
HANDLES
-SEE DETAIL-
TREASURFACE
V
PLAN OF COVER
2'-4 1/2" 11,
5'-3"
SECTION A -A
3"
B�
6„ _
3"
A
15"
f
2'-4 1/2" 0- 1" 1 1/2"
21 1 /4"
6"1/2"571/2�
5„ 1 1/4"
TOP VIEW
3/8" ROUND
1 1/2"� �� 12 1/2"�� � 1 1/4"
3 3/4"
3/8" RECESS _ 3/4"
HID. Q. 1 1/2"
HD.
- NUT
3/8" - 16NC -
- 5„ 3/4" 41/2"
DETAIL OF HANDLE
��� 21 1/4"
1 1/2" P.P. 1 1/2" SIDE ELEVATION
2 1 /4"
SHEET 1 OF 2
12"
3/4" CITY OF RALEIGH
9 3.4"
PUBLIC WORKS DEPARTMENT
REVISIONS DATE:911113 NOT TO SCALE
�5"L-0-5"-0� CATCH BASIN
END ELEVATION CASTINGS
PROPERTY MINIMUM 3G" HORIZONTAL CLEARANCE
LINE FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
O TRAFFIC FLANGE BETWEEN 2" - G"
ABOVE GRADE
SIDEWALK / CURB AND GUTTER
., . r\ . PAVEMENT
VALVE BOX G" GATE VALVE
CONC. THRUST
N COMPACTED BACKFILL BLOCK
(TAMPED IN G" LIFTS)
G" MIN. BRANCH PIPE
MAI N
RESTRAINING GLANDS CIE
�1'-3"x I'-3"x 4" THICK RESTRAINING
GLANDS
7 CU. FT. CRUSHED
STONE MIN.
UNDISTURBED EARTH.
NOTES:
I . FIRE HYDRANT SHALL BE A5 MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, MfH,
WATEROU5, CLOW, EAST JORDAN IRON WORKS, OR U5 PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9G
3. G" GATE VALVE SHALL BE AWWA C500-8G OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL F051TION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN I OFROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME 51TE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK 15 RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE. STANDARD FIRE HYDRANT
INSTALLATION DETAIL
DWG. NO, REVISIONS DATE REVISIONS DATE
ABB 4-G-04 PAP 2/ 1 7/09
w-4 DHL 2/ 1 4/08
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANNONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: OR
Checked: MDA
Date: 07.10.2019
Sheet Title
DETAILS
Sheet Number

r
N
RUBBER SURFACING
OR SIDEWALK -
SEE SITE PLANS
FRENCH DRAIN @ BUILDING
SCALE: NTS
1'-011
PLAN VIEW
SCALE: 3" = V-0"
FLUSH WITH FINISHED GRADE
PLANT BED
STEEL EDGE RESTRAINT; TYP.
3" - 5" GLACIER JAX
#57 WASHED STONE (NO FINES)
GEOTEXTILE FILTER FABRIC
4" DIA HDPE PERFORATED SOCK
PIPE; MIN. I%SLOPE; TIE INTO
STORM DRAINAGE SYSTEM
CN
CN
2'-6"
SIDE ELEVATION
SCALE: 3" = V-0"
211 711 , 211
1'-01,
FRONT ELEVATION
SCALE: 3" = 1'-0"
CONCRETE SPLASH BLOCK DETAIL (NTS)
ISOMETRIC VIEW
SCALE: 1 1/2" = V-0"
6" FABRICATE[`
90° BEN[
6" FABRICATE[
45° BENE
FINAL GRADE -
SEE GRADING PLANS
6" HDPE OR
PVC PIPE
8"X6"
TRANSITIONAL
TEE
8" HDPE OR P�
DRAIN PIPE, CONTIN
STORM DRAINAGE
SEE DRAINAGE I
NSPOUT - SEE ARCHITECTURAL DRAWINGS
DOWNSPOUT ADAPTER,
ENSURE WATERTIGHT CONNECTION
FOUNDATION DRAINS -
SEE STRUCTURAL DRAWINGS FOR DESIGN;
SEE DRAINAGE PLANS FOR CONTINUATION
TO STORM DRAINAGE SYSTEM
BUILDING FOOTING -
SEE STRUCTURAL DRAWINGS
NOTES:
1. ALL PIPE SHALL BE DUAL WALL (SMOOTH INTERIOR) HDPE PIPE OR PVC WITH WATER
TIGHT CONNECTIONS OR APPROVED EQUAL.
2. USE SPLIT COUPLERS OR WATER TIGHT JOINTS WHERE TWO PIPES ARE CONNECTED.
DOWNSPOUT BOOT (NTS)
1/2" SPONGE RUBBER
ISOLATION JOINT (TYP)
CONCRETE SIDEWALK -
SEE SITE DETAILS
SLOPE SLOPE
°
a
° °
•• 0.
a
o ,
3000 PSI CONCRETE -
FINISH TO MATCH /�������
°
6"
Q
6"
\
CONCRETE SIDEWALKS
°
COMPACTED
GRAVEL BASE ��\�
OO •
°
OOO •OO
=
COMPACTED
SUBGRADE
O . O O • O /\
NOTE:
INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS AND DETAILS.
ADA COMPLIANT PERFORATED
GALVANIZED STEEL GRATE
CHANNEL EDGE
EDGE OF CONCRETE SURROUND - 1/8" ABOVE
THE TOP OF THE CHANNEL EDGE.
CONCRETE SIDEWALK -
SEE SITE DETAILS
°
a°
TRENCH DRAIN SUITABLE FOR
CLASS B (28,000 LB LOADING)
WITH BOLTLESS LOCKING
CHANNEL GRATE
TRENCH DRAIN SECTION (NOT TO SCALE)
INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
SEE NOTES BELOW
ao
INVERT HEIGHTS F
NOTES
1. 12" DOME GRATES SHALL BE USED WHERE NOTED ON DRAINAGE PLANS
(LANDSCAPE BEDS). 12" DOME GRATES SHALL BE DUCTILE IRON PER ASTM
A536 GRADE 70-50-05.
2. 12"X12" SQUARE GRATES SHALL BE USED WHERE NOTED ON DRAINAGE
PLANS (LAWNS). SQUARE GRATES SHALL BE DUCTILE IRON, RATED FOR
H-10 LOADING. SEE SQUARE GRATE DETAIL THIS SHEET.
3. 12"X12" SQUARE ADA-COMPLIANT GRATES SHALL BE USED IN PEDESTRIAN
AREAS, AS NOTED ON PLANS. GRATES SHALL BE DUCTILE IRON, RATED
FOR H-10 LOADING. SEE SQUARE GRATE DETAIL THIS SHEET.
4. DRAINAGE CONNECTIONS SHALL BE WATERTIGHT JOINTS TO SMOOTH
DOUBLE -WALLED HOPE PIPE.
GRATE
NOTES:
1. 12"X12" ADA COMPLIANT PEDESTRIAN GRATES SHALL BE
USED IN ALL PAVED PEDESTRIAN AREAS.
2. GRATES SHALL BE DUCTILE IRON, RATED FOR H-10
LOADING.
Plan view
9P DEPTH PER DRAIN
AANUFACTURER'S
REQUIREMENTS
ALL BE CRUSHED STONE OR OTHER
VG THE REQUIREMENTS OF CLASS I,
;IAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FUR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
AREA DRAIN (NTS)
12�
12" -
FRAME
12"X12" SQUARE AREA DRAIN GRATE
GRATE SPECIFICATIONS:
oaooe000000aoe0000a000a000000000aoeooao........����..........
��o�o
1.
CERTIFIED TO LOAD CLASS B (28,000 LBS).
Q" o0a
2.
USES BOLTLESS LOCKING SYSTEM.
oa%ooaoa%%o%o%o%00%o%o%00000%%00%00000%aoa%o%ooeOeooa%o%oe000000%%00000
o
�.on o°ate
3.
COMPATIBLE WITH TRENCH DRAIN CHANNELS.
0,26-
4.
MANUFACTURED FROM 16-GUAGE GALVANIZED STEEL.
(6.Bmm)
5.
COMPLIES TO CURRENT ADA AND ANSI STANDARDS FOR
PEDESTRIAN GRATES.
Side elevation
,3.96•
�(33mm)�
6.
BICYCLE TIRE PENETRATION RESISTANT TO AS 3996-2006.
7.
HEEL REISISTANT: COMPLIES WITH ASME A112.6.3-2001 SECTION
,r
8.
7.12: HEEL RESISTANT STRAINERS AND GRATES.
INTAKE AREA OF 31.9 SQ IN PER z METER OF GRATE.
(6o.6mm1
9
PERFORATIONS TO MEASURE 0.25" IN DIAMETER.
TRENCH DRAIN GRATE (NOT TO SCALE)
TRENCH DRAIN DETAILS
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, INC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANNONMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
rti � 'qEL D. Wes•
FAI#37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: CJR
Checked: MDA
Date: 07.10.2019
Sheet Title
DETAILS
Sheet Number
C804

U
Cfl
32'
PLAN
CV
M
30" RCP OUTLET PIPE
ELEV = 427.75'
_CO DOOR OR
2UIVALENT WITH
;CESS STEPS
_CO DOOR OR
IUIVALENT WITH
;CESS STEPS
3CP INLET PIPE
ELEV = 427.75
SAND FILTER 1 (EAST
NTS
16'
A
4" SCHEDULE 40 PVC PERFORATED 8" SCHEDULE 40 PVC HEADER PIPE @ 0.50%
UNDERDRAIN @ 0.50% (10' OC) F
MANHOLE ACCESS
SAID
..
C � E
DIVIDER WALLS TO
EXTEND TO CEILING
SEDIMENTATION
B CHAMBER
I I
I
I
18" RCP
INV IN 434.00
3'Hx4'WWEIR @8'ELEV=430.75
TOP OF SAND LAYER = 430.75
NON -WOVEN
GEOTEXTILE FABRIC
TOP OF STONE LAYER = 429.25
BOTTOM OF STONE LAYER = 428.00
PLAN
64'
TOP OF BOX OD
ASSUMING 6" WALL THICKNESS
INV = 436.50
a
CONCRETE WEIR WALL
ELEVATION = 434.75
4'
8" SCHEDULE 40 PVC
HEADER PIPE @ 0.50%
SAND CHAMBER SECTION B-B
0
MANHOLE ACCESS
CV
co
G-]
24" RCP OUTLET PIPE
INV OUT = 428.00
SAND CHAMBER WALL TO
EXTEND TO CEILING
WEIR WALL FROM SEDIMENT
CHAMBER TO OUTLET CHAMBER
WEIR ELEV = 434.75
18" RCP
INV IN 434.00
MANHOLE ACCESS
TOP OF SAND FILTER = 436.00
8" SCHEDULE 40 PVC
HEADER PIPE
INV = 428.00
CONCRETE WEIR WALL
FROM SEDIMENT CHAMBER TO OUTLET CHAMBER
3'Hx4'WWEIR @8' ELEV =434.75
OC ELEV = 430.75
OVERFLOW CHAMBER
18" RCP INLET PIPE
INV = 434.00
24" RCP OUTLET PIPE _ 4" SCHEDULE 40 PVC PERFORATED UNDERDRAIN
INV = 428.00
8" SCHEDULE 40 PVC HEADER PIPE
SECTION A -A
UNDERGROUND DETENTION 1
NTS
24" MAX. FROM TOP TO FIRST STEP
PROVIDE STEPS AT EACH ACCESS DOOR -
SEE STEPS DETAIL
1'4' SPACING BETWEEN STEPS, TYPICAL -
NOTES:
Q1 ELEV = 433.77
WEIR ELEV.
INV = 433.75
BOTTOM BOX OD
ASSUMING 6" WALL THICKNESS
INV = 427.25
1. DEMONSTRATE BY MANUFACTURER CERTIFICATION AND TEST
RESULTS THAT THE UNDERGROUND DETENTION SYSTEM
MEETS AN ACCEPTABLE WATER TIGHTNESS STANDARD AS
GOVERNED BY THE PRODUCT DESIGN.
2. PROVIDE ACCESS STEPS AT EACH BILCO DOOR, SEE STEP
DETAIL.
TOP OF BOX OD
ASSUMING 6" WALL THICKNESS
INV = 435.25
30" RCP OUTLET PIPE
ELEV = 427.75
PROFILE SECTION D-D
TOP OF BOX ID
INV = 434.75
WRAP SYSTEM WITH
GEOTEXTILE FABRIC
_ BOTTOM BOX ID
INV = 427.75
2" ORIFICE
ELEV. INV = 427.75
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANNON)ESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
.
rti D. �-�'• •�•
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, INC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: OR
Checked: MDA
Date: 07.10.2019
Sheet Title
DETAILS
Sheet Number

Li
SAND FILTER 2 (NORTH
8" SCHEDULE 40 PVC HEADER PIPE @ 0.50%
NTS
4" SCHEDULE 40 PVC PERFORATED
UNDERDRAIN @ 0.50% (10' OC)
MANHOLE
ACCESS
:
- -
ANU00
CHAMBERS
:�
77.F
:1
r ..:.::..::.
; ......
1.:.:.::.'..:::..::......
�::...
1.:::'....: 1
I \J_ DIVIDER WALLS TO
EXTEND TO CEILING
SEDIMENTATION
--�-- CHAMBER
I I
I I I bo
I I I
A PLAN MANHOLE ACCESS
TOP OF SAND FILTER = 435.10
THx4'WWEIR @8'
ELEV = 428.85
TOP OF SAND LAYER = 428.85
NON -WOVEN
GEOTEXTILE FABRIC
TOP OF STONE LAYER = 427.35
BOTTOM OF STONE LAYER = 426.10
24" RCP
INV IN = 431.75'
64' 24'
TOP OF BOX OD
SAND CHAMBER SECTION B-B
3'Hx4'WWEIR @8'
OC ELEV = 428.85
WEIR WALL ON SEDIMENTATION
r+uAneorn oinr nKu v
8" SCHEDULE 40 PVC
HEADER PIPE
INV = 426.10
WEIR TO OUTLET CHAMBER
ELEV = 433.85
-----------------
8" SCHEDULE 40 PVC HEADER PIPE
4" SCHEDULE 40 PVC PERFORATED UNDERDRAIN
UNDERGROUND DETENTION 2
NTS
3OX OD
;KNESS
= 432.50
BOX ID 432.00 Q1 ELEV = 431.03
= �
VITH
3RIC
BOTTOM BOX OD
ASSUMING 6" WALL THICKNESS
INV = 423.50
SECTION A -A
24" MAX. FROM TOP TO FIRST STEP
WEIR ELEV.
INV = 431.00
2" ORIFICE
ELEV. INV = 424.00
BOTTOM BOX ID
INV = 424.00
PROFILE SECTION D-D
24" RCP OUTLET PIPE
INV OUT = 426.10
SAND CHAMBER WALL TO
EXTEND TO CEILING
co
B
MANHOLE ACCESS
WEIR WALL FROM SEDIMENT
CHAMBER TO OUTLET CHAMBER
WEIR ELEV = 433.85
PROVIDE STEPS AT EACH ACCESS DOOR -
SEE STEPS DETAIL
1
f— V-4" SPACING BETWEEN STEPS, TYPICAL
30" RCP OUTLET PIPE
ELEV = 424.00
RUND
a r c h i t e c t s
RIND Architects, PA
3608 University Drive, Suite 204
Durham, NC 27707
T 919.490.1266
www. RN Da rch itects.com
In Association with
CANVOMESIGN
1560 Wilson Blvd, Suite 200
Arlington, VA 22209
T: 703.907.2300
F: 703.907.2050
CALYX Engineers + Consultants
Civil Engineering
6750 Tryon Road
Cary, NC 27518
T: 919.836.4800
Surface 678, PA
Landscape Architecture
215 Morris Street, Suite 150
Durham, NC 27701
T: 919.419.1199
Lynch Mykins
Structural Engineering
415 Hillsborough Street
Raleigh, NC 27603
T: 919.782.1833
Edmondson Engineers
Plumbing, Electrical,
Mechanical, Fire Protection
700 Executive Park
1920 Hwy. 54, Suite 700
Durham, NC 27713
T: 919.544.1936
Foodesign Associates
Food Service Design
615 South College St., 9th Floor
Charlotte, NC 28202
T: 704.545.6151
Professional Seals
C;
FAI #37-015
SCO ID# 18-18781-01A
Raleigh State
Veterans Home
5900 Chapel Hill Road, Raleigh, NC 27607
Key Plan
Revisions
No. Date Description
© 2018 RN Architects, PA.
These drawings and specifications are instruments of service and as
such remain the property of the architect. Their use is restricted to
the original site for which they were prepared and publication there-
of is expressly limited to such use. Re -use, reproduction, or
publication by any method, in whole or in part, is prohibited.
Original drawing is 30" x 42". Do not scale contents of this drawing.
Project Number: 005634.00/1811
Drawn: OR
Checked: MDA
Date: 07.10.2019
Sheet Title
DETAILS
Sheet Number
C806