20140530 Ver 1_Site Plan_20140527

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IMPACT TABLE
ROADWAY & CULVERT
UTILITIES
TOTAL
PERMANENT
TEMP0,RARY
PERMANENT
TEMPORARY
PERMANENT
TEMPORARY
WETLAND
0 S.F.
05.F.
0 S.F.
0 S.F.
0 S.F.
0 S.F.
NRB ZONE 1
7,928.24 S.F.
3,264,:26 S.F.
0 S.F.
0 S.F.
7,928.24 S.F.
3,264.26 S.F.
NRB ZONE 2
4,842.02 S.F.
2,159.56 S.F.
0 S.F.
0 S.F.
4,842.02 S.F.
L
2,159.56 S.F.
STREAM IMPACT
147.90 L.F.
38.68 L.F.
0 L.F.
0 L.F.
147.90 L.F.
38.68 L.F.
LEESVILLE CHURCH ROAD EXTENSION ° 8" SANITARY SEWER
41' BACK TO BACK SEE LEESVILLE CHURCH ROAD PLANS
60' RIGHT -OF -WAY (MIN.)
INSET 'A' - SEE SHEET X 01.02 - - -�-
FEE -IN -LIEU 12 WATER MAIN
SEE SHEETS C 02.01 & C 02.02 ® ® ® ®°° 1 \
20' STORM DRAINAGE EASEMENT @ C Y
Nv -
,� l ll I �� - Neuse Riprarian Buffer
1 ,
t0� -,._.?
f
BARTRAM PLACE /
31' BACK TO BACK
50' RIGHT -OF -WAY
8" FIRE SERVICE LINE
SEE ONSITE UTILITIES PLAN
CITY OF RALEIGH
WATER LINE EASEMENT
FOR FUTURE FIRE
w
20' STORM DRAINAGE EASEIMENT -
8mn PRIVATE
SEE ONSITE UTILITIES PLAN
m ®,-
ti .J ®® ® ®® 3 ® ® ®° ®O ®v ° ®°®� ��
® ® ® ® ®,® ®® 4 PVC IRRIGATION LINE
® ® ®®
® ®, SEE ONSITE UTILITIES PLAN
4" DOMESTIC DI WATER SERVICE
SEE ONSITE UTILITIES PLAN
Ex. 12" Dia. City of Raleigh ® ®® < >'® COMBINED FIRE, DOMESTIC, IRRIGATION TAP —
o Gravity Sewer Outfall SEE ONSITE UTILITIES PLAN
f
.� U
O O U
L
8" WATER MAI 'Ci
SEE BARTRAM
PLACE PLANS
8" SANITARY SEWER
SEE BARTRAM PLACE PLANS
20' STORM DRAINAGE EASEMENT
80' 40' 0 80' 160' 240'
SCALE: 1" = 80'
PINE HOLLOW
MIDDLE
5666 Westgate Road
Raleigh, NC
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical/ Electrical/ Plumbing/ Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
License # F -0115
Transportaion Engineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919 -872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919 -782 -9677
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 -545 -6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
REISSUE
CHECKED BY
FDR
APPROVED BY
FDR
PROJECT NO.
13019
TM— COPYRIGHT NOTICE: THIS ARCHITECTURAL
F AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
0 ®., PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW OF COPYRIGHT AND
OTHERI WISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
PCN EXHIBIT
1 40530
SHEET NUMBER
X'WIff 9 '1
k'ff 0 1 ■ 0"h' 1

N F
O
4
O
20' STORM DRAINAGE EASEMENT
B2 (TEMPORARY)
NRB ZONE 1
529.37 S.F.
B2 (TEMPORARY)
NRB ZONE 2
561.68 S.F.
Wooded Bl (PERMANENT)
NRB ZONE 2
40.63 S.F.
FHA
F
Wooded
+ + +
If
B2 (TEMPORARY) ; P
NRB ZONE 2
428.77 S.F.
.mot i
Wooded
1
r
1
B2 (TEMPORARY)
NRB ZONE 1
983.76 S.F.
S2 (TEMPORARY)
STREAM
38.68 L.F.
N
� N
B2 (TEMPORARY)
NRB ZONE 1
292.11 S.F.
vvooaea
MIDDLE
5660 Westgate Road
Raleigh,
Owner
ti
O
5551 Rock Quarry Road
Raleigh, North Carolina 27610
U
Steve Zetts, Project Manager
N°
N°
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
Q
1015 Wade Avenue
op
A
Mechanical/ Electrical/ Plumbing/ Civil Engineer
�C
120 North Boylan Avenue
Raleigh, North Carolina 27603
919 -828 -0831
License # F -0115
Transportaion Engineers
Ramey Kemp & Associates
M
i
Raleigh, North Carolina 27609
919- 872 -5115
O
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
+
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
+
L
B2 (TEMPORARY)
NRB ZONE 1
529.37 S.F.
B2 (TEMPORARY)
NRB ZONE 2
561.68 S.F.
Wooded Bl (PERMANENT)
NRB ZONE 2
40.63 S.F.
FHA
F
Wooded
+ + +
If
B2 (TEMPORARY) ; P
NRB ZONE 2
428.77 S.F.
.mot i
Wooded
1
r
1
B2 (TEMPORARY)
NRB ZONE 1
983.76 S.F.
S2 (TEMPORARY)
STREAM
38.68 L.F.
N
� N
B2 (TEMPORARY)
NRB ZONE 1
292.11 S.F.
vvooaea
MIDDLE
5660 Westgate Road
Raleigh,
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
N°
N°
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
a WAMIMIA
B2 (TEMPORARY)
NRB ZONE 2
207.00 S.F.
B1 (PERMANENT)
Wooded
ER
SPW Px S
Bl (PERMANENT)
NRB ZONE 1
3,885.87 S.F.
Wooded
20' 10' 0 20' 40' 60'
SCALE: 1" = 20'
BUFFER IMPACT
B1 (PERMANENT)
NRB ZONE 1
TOTAL AREA = 7,928.24 S.F.
BUFFER IMPACT
Bl (PERMANENT)
NRB ZONE 2
TOTAL AREA = 4,842.02 S.F.
BUFFER IMPACT
B2 (TEMPORARY)
NRB ZONE 1
TOTAL AREA = 3,264.26 S.F.
BUFFER IMPACT
B2 (TEMPORARY)
NRB ZONE 2
TOTAL AREA = 2,159.56 S.F.
STREAM IMPACT
Sl (PERMANENT)
TOTAL LENGTH = 147.90 L.F.
STREAM IMPACT
S2 (TEMPORARY)
TOTAL LENGTH = 38.68 L.F.
PINE
MIDDLE
5660 Westgate Road
Raleigh,
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
Mechanical/ Electrical/ Plumbing/ Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919 -828 -0831
License # F -0115
Transportaion Engineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
+
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
+
CONSTRUCTION PLAN
5/6/2014
REISSUE
CHECKED BY
FDR
APPROVED BY
FDR
PROJECT NO.
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
F
CONFIDENCE AND SHALL BE USED ONLY
BUFFER IMPACT
B1 (PERMANENT)
NRB ZONE 1
TOTAL AREA = 7,928.24 S.F.
BUFFER IMPACT
Bl (PERMANENT)
NRB ZONE 2
TOTAL AREA = 4,842.02 S.F.
BUFFER IMPACT
B2 (TEMPORARY)
NRB ZONE 1
TOTAL AREA = 3,264.26 S.F.
BUFFER IMPACT
B2 (TEMPORARY)
NRB ZONE 2
TOTAL AREA = 2,159.56 S.F.
STREAM IMPACT
Sl (PERMANENT)
TOTAL LENGTH = 147.90 L.F.
STREAM IMPACT
S2 (TEMPORARY)
TOTAL LENGTH = 38.68 L.F.
PINE
MIDDLE
5660 Westgate Road
Raleigh,
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
Mechanical/ Electrical/ Plumbing/ Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919 -828 -0831
License # F -0115
Transportaion Engineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336 -855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
REISSUE
CHECKED BY
FDR
APPROVED BY
FDR
PROJECT NO.
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
F
CONFIDENCE AND SHALL BE USED ONLY
yq PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
}�
RATED
OTH RIWISE RE EREBYSPECIIFICALLY
----- RESERVED.
SHEET TITLE
PCN EXHIBIT
SHEET NUMBER
x 00"k 1 ■ 0 402",

SCALE: 1" = 100'
0 100 200 300 FT
ORDINANCE (1995) 784 ZC 378
Effective: 11 -21 -95
-91 -95 Westgate Road, north side, and south of the Proposed Northern Wake
Expressway, being Map 0778.04, Block 83, Parcel 0975. Approximately 125 acres
to Residential -6 Conditional Use and Residential -10 Conditional Use.
Conditions: (10/23/95)
a. Additional rights of way needed for the extension of Strickland and Ebenezer
Church Road shall be reimbursed at R -4 values. The Strickland Road extension
shall not exceed a maximum width of one hundred ten (110) feet and the Ebenezer
Church Road Extension shall not exceed a maximum width of eighty (80) feet.
b. The development of this property shall comply with the provisions of C.R. 7107.
c. The presently existing SHOD -1 affecting the northern portion of the property
shall remain in effect.
d. Additional right of way needed for Westgate Road in its existing alignment shall
be reimbursed at R -4 values. This additional right of way upon Petitioner's property
shall not exceed a maximum width of fifteen (15) feet.
WIN@
—T 41� .
CITY OF RALEIGH
1'`
All Construction must be in accordance with all Local,
State, and Federal R',ules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
W101 I
5660 Westgate Road
Raleigh, NC
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919- 850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 -821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919.828 -0831
II •1-••r •� r
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919 -872 -5115
Landscape Architecture ,.��'�� CAgO
McNeely Associates J� °P "R�ti�� 9�=
5501 McNeely Drive = o
Raleigh, North Carolina 27612 -r- C -3 9 C Q
919 - 782 -9677 = y Y a
s
�SIV
Roofing Consultant <„,,.......,,
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 - 545 -6151
Final Site Review
06/06/2014
REISSUE
O. IDESCRIPTION I DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
�� „��,II,,,,,,
oQ ��r4LfsCAA�
A-
APPROVED BY
° q9y
324 m
MAPA: DEP
=
PROJECT NO.
13019.000
MAPA: LEEM8
SHEET TITLE
XI TI INJIG
S-)
SHEET NUMBER
3'
M1 }
R

Ilk-
•
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Plannin
0-91,
z ri y
Nv
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1
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1 v
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U ^ve1^mm,r%nt
tf up t
Development Services
Customer Service Center
One Exchange Plaza
1 Exchanc., G
Plaza Suite 400
Raleigh, Ncrth Carolina 27601
Phone [phone]
Fax [phone]
PROJECT SITE PLAN APPROVAL UNDER SP -47 -2013 TRANS# 362280
APPROVED BY PLANNING COMMISSION ON 04/22/2014
NOTE: PROJECT SUBMITTED UNDER CITY OF RALEIGH OLD UDO
CITY OF RALEIGH
All Construction must be jIn accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
i
5660 Westgate Road
Raleigh, Ill
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inca
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 -821 -0805
Structural Enaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical/ Electrical/ Plumbina/ Civil Enalnee
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919.828 -0831
Ramey em ss0CIFI ti
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture ,.�`N OAAO
McNeely Associates q °g °p A'q�ti
5501 McNeely Drive
Raleigh, North Carolina 2761i C- 39 a
919 - 782 -9677 = 2 a
s
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 -545 -6151
REISSUE
NO. DESCRIPTION DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
,! ,,l�Ilu,,,�
Final Site and Commercial Building Data Sheet
L 01.00
COVER SHEET
C 03.01
DUAL, 6'X 6' RCBC PLAN & PROFILE
APPROVED BY
L 01.01
INDEX SHEET CONCURRENT SUBMISSION
C 03.02
DUAL 6'X 6' RCBC STRUCTURAL DETAILS
•- •
11i: lei III
L 01.02
EXISTING CONDITIONS
C 03.03
RCBC WINGWALL STRUCTURAL DETAILS
MAPA: LEEM8
Development Name PINE HOLLOW MIDDLE SCHOOL
Proposed Use PUBLIC MIDDLE SCHOOL
L 02.01
LAYOUT EAST
C 03.04
NCDCT CULVERT SURVEY /HYDRAULIC DESIGN REPORT
Property Address(es) GIs LISTS 6660 WESTGATE ROAD (BARTRAM ADDRESS TO BE ASSIGNED)
L 02.02
LAYOUT NORTHWEST
L 02.03
LAYOUT SOUTHWEST
C 04.01
LEESVILLE CHURCH ROAD EROSION CONTROL
Wake County Property Identification Number(s) for each parcel to which these guidelines will apply: Pending Recombination Plat
L 03.01
GRADING EAST
C 04.02
LEESVILLE CHURCH ROAD EROSION CONTROL
P.I.N.
P.I.N.
P.I.N.
TI-P.I. N.
L 03.02
GRADING NORTHWEST
C 04.03
LEESVILLE CHURCH ROAD & LEESVILLE ROAD EROSION CONTROL
What is your project type?
L 03.03
GRADING SOUTHWEST
C 04.04
BARTRAM PLACE EROSION CONTROL
Apartment
Bank
Elderly Facility
Hospital
Hcel /Moiel
Industrial Building
L 03.04
ROOF DRAINAGE CONNECTIONS
C 04.05
TEMPORARY STREAM DIVERSION EROSION CONTROL
Mixed
Non - residential
Office
Religious Institution
Residential
Retail
L 04.01
EROSION CONTROL EAST
Residential
Condo
Condo
L 04.02
EROSION CONTROL NORTHWEST
C 05.01
LEESVILLE CHURCH ROAD CROSS - SECTIONS STA. 10 +50 - STA. 14 +50
x
school
Centering
Single Family
Toweommunication
To °,�nhouse
Other
L 04.03
EROSION CONTROL SOUTHWEST
C 05.02
LEESVILLE CHURCH ROAD CROSS - SECTIONS STA. 15 +00 - STA. 18 +50
PERMIT THROUGH WAKE COUNTY), EXTENSION OF
L 05.01
PLANTING EAST
C 05.03
LEESVILLE CHURCH ROAD CROSS - SECTIONS STA. 19 +00 - STA. 22 +50
Scope of Work CONSTRUCTION OF NEW MIDDLE SCHOOL (BLDG
LEESVILLE CHURCH ROAD AND UTILITIES (WITH MAJOR CULVERT CROSSING), EXTENSION OF BARTRAM PLACE AND UTILITIES,
L 05.02
PLANTING NORTHWEST
C 05.04
LEESVILLE CHURCH ROAD WIDENING CROSS- SECTIONS STA. 23 +00 - STA. 27 +00
AND LANE IMPROVEMENTS AT LEESVILLE ROAD X LEESVILLE CHURCH RD
L 05.03
PLANTING SOUTHWEST
C 05.05
LEESVILLE CHURCH ROAD WIDENING CROSS- SECTIONS STA. 27 +50 - STA. 31 +50
L 05.04
TCA NORTH
C 05.06
LEESVILLE CHURCH ROAD WIDENING CROSS- SECTIONS STA. 32 +00 - STA. 35 +00
L 05.05
TCA SOUTH
C 05.07
BARTRAM PLACE ROAD EXTENSION CROSS - SECTIONS STA. 09 +50 - STA. 13 +50
�Lots
L 05.06
EXISTING TREE SURVEY
C 05.08
BART'''C�AM PLACE ROAD EXTENSION CROSS - SECTIONS STA. 14 +00 -STA. 17 +00
1. Total # OfTownhouse Detached _Attached �
4. Overall Total # Of Dwelling Units (1 -3 Above)
L 06.01
SITE DETAILS
2. Total # Of Apartment Or Condominium Units
5. Bedroom Units 1 br _ 2bs _ 3br _ 4br or more
L 06.02
SITE DETAILS
C 06.01
DETAILS WATER
3. Total # Of Congregate Care Or Life Care Dwelling Units
6. Overall Unit(s) /Acre Densities Per Zoning District(s)
L 06.03
EROSION DETAILS
C 06.02
DETAiILS WATER & SEWER
• .. °. ,, , . , , ,..
„
L 06.04
SOFTBALL DETAILS
C 06.03
DETAILS ROADWAY &DRAINAGE
°zoningInlfprmation : -
Builtling:rtforrrf idn
L 06.05
TRACK DETAILS
C 06.04
NCD01T DETAILS ROADWAY & DRAINAGE
Zoning Districts) R -10 & R-4 CUD Z -91 -1995
Proposed buildi ng use(s) PUBLIC MIDDLE SCHOOL
L 06.06
IRRIGATION SYSTEM
C 06.05
NCD07 DETAILS ROADWAY & DRAINAGE
If more than one district, provide the acreage of each
Existing Building(s) sq. ft. gross 0.00
L 06.07
DRY DETENTION
C 06.06
NCD07 DETAILS ROADWAY & DRAINAGE
PENDING FINAL RECOMBINATION PLAT ACREAGES
L 06.08
PLANTING DETAILS
C 06.07
NCD07 DETAILS SIGNAGE
Overlay Districts) SHOD 1 @ 1 -540 FRONTAGE
Proposed Building(s) sq. ft. gross 148,952
L 06.09
STEPS AND RAMPS
C 06.08
NCD07 DETAILS MARKING
Total Site Acres 37.55± Inside City Limits X Yes X No Total
sq. ft. gross (existing & proposed) 148,952
C 06.09
NCD07 DETAILS EROSION CONTROL
Off street parking Required 79 Provided 163
Proposed height of building(s) 46- 8"
13- 0142C-
1 OF 2 DUKE - PROGRESS LIGHTING
C 06.10
NCDOiT DETAILS EROSION CONTROL
COA (Certificate ofAppropriateness) case # N/A FAR
(floor area ratio percentage) 148,952 _ 1,635,678 = 9.1%
13- 0142C-
2 OF 2 DUKE - PROGRESS LIGHTING
BOA (Board of Adjustment) case # A- N/A
Building Lot Coverage percentage 84,421 _ 1,635,678 = 5.2%
C 07.01
TITLE, SHEET
CUD (Conditional Use District) case # Z -91 -1995
A01.01
FIRST FLOOR PLAN
C 07.02
GENERAL NOTES
,....
Storri� water anforrnaf ton
A02.01
BUILDING ELEVATIONS
C 07.03
PLAN SYMBOLOGY
Existing impervious Surface 0/0 acres /square feet Flood
Hazard Area Yes _�Io
A04.01
ENLARGED LOADING DOCK PLAN
C 07.04
TYPICAL SHEET
Proposed Impervious Surface 10.2 AC acres /square feet If
_X_
Yes, Alluvial Soils Flood Study X FEMA Map Panel #
C 07.06
PLAN
C 01.00
SITE UTILITIES KEY lPLAN
C 07.07
PLAN
Neuse River Buffer X Yes _ No Wetlands X Yes _ No Total
Disturbed Area 27.0 AC acres /square feet
C 01.01
NOTES, LEGEND, & TYPICAL CROSS SECTIONS
C 07.08
PAVEMENT MARKING PLAN
C 01.02
ON SITE UTILITIES
C 07.09
PAVEMENT MARKING PLAN
FINAL SITE AND COMMEf tALS€1 #4D3NUD/.rRStEErsTC.77.tC 3
C 01.03
BARTRAM PLACE EXTENSION UTILITIES
C 08.01
CROSS SECTIONS
C 01.04
LEESVILLE CHURCH ii ROAD EXTENSION UTILITIES
C 08.02
CROSS SECTIONS
C 01.05
LEESVILLE CHURCH ROAD EXTENSION UTILITIES
C 08.03
CROSS SECTIONS
C 01.06
LEESVILLE CHURCH': ROAD EXTENSION UTILITIES
C 08.04
CROSS SECTIONS
C 01.07
LEESVILLE CHURCH ROAD & LEESVILLE ROAD UTILITY PLAN
C 08.05
CROSS SECTIONS
C 01.08
LEESVILLE CHURCH.. ROAD PAVEMENT MARKING & SIGNAGE
C 01.09
LEESVILLE CHURCH ROAD PAVEMENT MARKING & SIGNAGE
C 01.10
BARTRAM PLACE PAVEMENT MARKING & SIGNAGE
C 02.01
LEESVILLE CHURCH ROAD PLAN & PROFILE
C 02.02
LEESVILLE CHURCH ROAD PLAN & PROFILE
C 02.03
LEESVILLE CHURCH! ROAD PLAN & PROFILE
C 02.04
BARTRAM PLACE PLAN & PROFILE
C 02.05
ONSITE PLAN & PROFILE
C 02.06
OUTFALL PLAN & PROFILE
C 02.07
BYPASS STORM DRAINAGE PLAN & PROFILE
PROJECT SITE PLAN APPROVAL UNDER SP -47 -2013 TRANS# 362280
APPROVED BY PLANNING COMMISSION ON 04/22/2014
NOTE: PROJECT SUBMITTED UNDER CITY OF RALEIGH OLD UDO
CITY OF RALEIGH
All Construction must be jIn accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
i
5660 Westgate Road
Raleigh, Ill
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inca
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 -821 -0805
Structural Enaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical/ Electrical/ Plumbina/ Civil Enalnee
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919.828 -0831
Ramey em ss0CIFI ti
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture ,.�`N OAAO
McNeely Associates q °g °p A'q�ti
5501 McNeely Drive
Raleigh, North Carolina 2761i C- 39 a
919 - 782 -9677 = 2 a
s
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 -545 -6151
REISSUE
NO. DESCRIPTION DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
,! ,,l�Ilu,,,�
CA
;� oP DD 7
APPROVED BY
?
3
MAPA: DEP
PROJECT NO.
13019.000
MAPA: LEEM8
SHEET TITLE
■
SHEET NUMBER
0

PROPOSED EXTENSION OF "LEESVILLE CHURCH ROAD"
�
540 W,pTH RIW
VPFt1P8 - -
' SEGMENTAL RETAINING WALL
8' Wide Sidewalk width extends 2' outside er
, ® -
__ i in private access easement along
_ 161
-- _ Leesville Church Road extension
IN 0770.0185A
- 20NED:R r -
289'
MH
VEN'N"PEGAFENCE P.4455• PARKING (4)
°.�T =499
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PARKING (11) r N
R E 9EME
SCOREBOARD, s�o \:� SOFTBALL FIELD
\
LOCATION
D
w
S
roQ
, ----- / � TRACK &FIELD
I
ADA SWITCH BACK
T OPM !3926 RAMPS AND STEPS'
EXISTING WETLANDS
/Z`-
I
TOP-434 71
NINE?
MSE }420193'
CL Fence
Cltt of RUErorI ` 8'CL Fence
l" Rr 5 �R Ea3EMENr Above Waff
1 9
HATCHING IS AREA TO BE
DEDICATED AS GREENWAY �--
, O 1
�^ 20 C,tt OF RALEIGH
1-
SAN ESEWER EASEMENL •''S °
^ I BN t994 PG.
TO
/P
TOP= 430.39' I t
NV OUT - 42398'
Z RESERVED FOR RALEIGH TREE CONSERVATION AF!EA,,. ='
Z I /
Z I /
mmp m
o W I /
W /
M
SOLID WASTE: THIS SITE COMPLIES WITH ALL
REQUIREMENTS OF THE CITY OF RALEIGH SOLID
WASTE DESIGN MANULAL WITH RESPECT TO SOLID
WASTE MANAGEMENT. THE OWNER WILL UTILIZE A
PRIVATE HAULER TO HANDLE TRASH /GARBAGE
NEEDS. TWO DUMPSTE!RS SHALL BE UTILIZED; ONE
FOR TRASH /GARBAGE AND THE OTHER FOR
CARDBOARD RECYCLING. SEE SHEET A04.01 FOR
LAYOUT OF SERVICE AREA AND LOCATION OF
DUMPSTERS.
MAIN ENTRY PAP<ING 143
TRACK & FIELD 004
SERVICE PARKIN G:7 005
SOFTBALL FIELD : ?ARKING 011
TOTAL PARKING ','KITH 7 ADA) 163
SITE AREA (AFTER RECOMBIli 37.55 AC*
LESS BALTRAM F'W -0.84 AC
LESS LEESVILLEH R/W -2.71 AC
NET 34.00 ± AC
* INCLUDES R/W FROM TALTON PROPERTY
STACKING FOR 980 MIC OLE SCHOOL STUDENTS =
1,638 LF MIN PER MSTA CALCULATOR
(99 CARS @ 227 PER FROVIDED = 2,247 LF)
RALEIGH ZONING = CUT-- R -10 & CUD R -4
WITH SHOD -1 OVERLA °'
0' NRB
N 03
m
2� �G 9.
N�
�os.r
DB 610, FG. 865
BM 1901 PO 1691
Ong. I.N.
ONE.: R a
8' CL Fence
.:L
100' 21'
BUS STACKING (21)
SEGMENTAL RETq /N /NG
WgCC
N,F
JeOSH iA1TON
U 2903 PG. 8Ba
M 915 PG
N 0.02
P 101
: 017 95.197a
ZONED: R.4
NEW 10 FEET ORAIAI I�
AGE
NEWS _
_MENTAL 852'
FI __RE��INIt,'G yy ' ... .11ON
AFLAME ��-� _ P11111ED 6.] °,6
WfD EQ -_. -_ - _ _ NEWgF ZONED. R.,
" - -_ FII�ELANE
__i =ET WIDE AT&T FASE MENT
3 STACK ���_ ' '• _ .• _ _
ARKING (143)
THREE STORY /
CLASSROOM ¢ I /(��a1 4 + 3 = 7 STACK
WING
00
0
Q
z
0
C)
U
Z
SCALE: 1" = 100'
0 100 200 300 FT
NOTES
°° 1. ALL DISTANCES SHOWN ARE HORIZONTAL
GROUND DISTANCES IN U.S. SURVEY FEET.
$o,R So (UNLESS OTHERWISE STATED)
2. ALL BEARINGS ARE BASED ON THE NORTH
7� SD
CAROLINA STATE PLANE COORDINATE SYSTEM
moo (NAD 1983).
�\ 3. BACKGROUND SURVEY PERFORMED BY
000 \\ MCKIM & CREED WITHOUT THE BENEFIT OF A
TITLE REPORT. THIS SURVEY IS SUBJECT TO
ANY FACTS AND EASEMENTS WHICH MAY BE
DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
4. CONTOURS SHOWN ARE AT 2 FOOT
INTERVALS.
NEW 3 FEET WIDE AT &T EASEMENT ALONG RfW - _
LEESVLLLE BPPiI6T DHD(.CH 5. TOTAL AREA = 33,.938 ACRES (ORIGINAL
)TAIL STACK - 99 6M 1999 PG. 16
BM 2000P0. 709 SCHOOL TRACT).
PtN: 02 -No,, IN
6. ELEVATIONS ARE BASED ON NC GEODETIC
0
I , PROPOSED MIDDLE SCHOOL 5 STACK MONUMENT "VILLE'r WITH AN ELEVATION OF
u_ \ 525.57' (NGVD29).
Fence U_ I M IU F '
�{ L)
, I INi 1 7. THIS PROPERTY IS LOCATED IN AN AREA
o DETERMINED TO BE OUTSIDE 500 YEAR FLOOD
....._.�. INI IX) ; ,�
;� d PAVED PLAY �_ � � •����� �� �� ��
_U PLAIN AS SHOWN ON F.E.M.A. MAP 37183CO120E
> �� IN
�NI INI �� EFFECTIVE DATE: MARCH 3, 1992.
LLJ
' Y
CL Renne I - ,
-----------
FIRE LANE/ SERVICE V J Q I I I \ IJ
PARKING (5) c-
__- ________ H
l U.OVJ
/ 20' WIDE STORM EASEMENT \�•+ =�• \ ,/
\✓. --..- -. - 3- 6FAGK-- _---- _- 3.ai is.--- _ - -.., STACK \ / A'P
` , ` SO NITAROF RALEIGH ) LEESVILLE BAPTIST CHURCH
SEWER EASEMENT I 001450 PG. 603
TNVP N=498�13'T ) / \t 9M 1000Pi `; Y/ PI 095M�g a01
Top INV OUT = 486.08 •� LOP d
TOP a •• •. ,� /"A \ NV
'` •- - } ENCROACHES, -\ I_,.n3 _ /�_ \ \\ ����- -DIP - �y- ��- (T -B•u�
Co" ' ' � EIS✓EO -O HEO 6'WOOp fENCE' SNEO g'WOOD FENCE CONC
,ws
TWO STORY W
WTNGATE t4vE0.'.n*RS ASSOCwNOty INC FRAME 6ULIXNG FRAME HOUSE CONC NIF TWO ST Hp 9E EA Zg'\ SE
O800Ti PG. t916 NIF Wy TWO STOAT FLOTp F. JENK NS NIF N!F FRF'H'E 8100
84M ,ggg 2,g TONG K CHOE FRAME HOUSE O8 ,0814 P0. ,=83 KENDAL L. BLYTHE MICHAEL L. NEL80N N11 O�6 Mtc
P ZONED .. Rd Is, D10249 vc. =ose y Q EW 8 FEET WIDE AT &T EASEMENT
BM 1989 PO. =8 LASHAWNDA N. BLYTME NRISTINEI NELSON RICNPRD OONALDFRPNCIS NIF F
BM 1998 PG. 18 BM 1998 PG. 371 p88319 PG. ,884 OB 9943 P0. 591 JEAN MNRIE FRANCIS DANIEL J. LOWN ,FS B' NIF
ONE S­ BM 1999 PG, 371 PIN:OT8.02953,57 9M 1899 PG. 28 BM 1999 PO. 28 DB8396PG. 1312 MICHELLE E, LOWN NIF NIF ANN O. HARPoNGTON
YN OT180295 -0,67 U ZONED: RA BM 899FO. I BM 1999 PG. 371 BM 1s99PG.=. DIE 8359 PG, 331 JOSEM. SERRMV ROBERTO O6 OB18� 2715
ZO \cO -FI Im A77802A53 PIN'a119.02�9$�3195 BM 1999 PG. 371 BM 1f�8 PG. 28 ELLEN Cg BERRPNO JULIAP so. � 8 e6
j 1 ZONED: Ra ZONED: Re PN:oneo2sssfss FG. n, ps De hex PC. +9= �.F, n o =ss4119s
ZON£D. R8 RNZC �D Ra5tY5 6v • q �, •4 e\ ZQti=D R6
l -GATED CONNECTION
a ¢ TO SHALLCROSS WAY
..'Tti Ai. ✓4EOI.4_a315S.C4'P:..1r Iv =
0M 01998 PG. -1078 NIF
IN. 77804- 7 <d7>8 OWNERS ASSOCwT , INo
P ZONED. RL WYM1GATE W: DE 0077 PG. 1816
Alh
MIL
P =A7 = A IV` I 9"M -L- IND
mw
Plamning Customer Service Center
One Exchange Plaza, Suite 400
Raleigh, North Carolina 27601
D e Vie 10 P ln-i elvi Phone 919 - 996 -2495
Fax [phone]
Preliminary Development Pla °n Application
When submitting plans, please check appropriate review type and include the Plan Checklist document.
® Site Plans for Planning Commission or City Council ❑ Subdivision* Transaction Number
El Preliminary Administrative Site Plans Infill Subdivis!.on* 362280
El Group Housing* Infill Recon il'Ination*
Multifamily (Infill)*
Cluster SubdiAsion
Expedited Sub4vision Review
* May require Planning Commission or City Council Approval
Section A
Development Name M8 Middle School
Proposed Use Public Middle School (WCPSS)
Property Address(es) (per Raleigh GIS) 5660 Westgate Road, Raleigh: NC 27617 iTsubiect to changel
Wake County Property Identification Numbers) for each parcel to which these gu1delines will apply: 0778.95.2399,
0778 -85 -1024
P.I.N. 0778.85.695$ P.I.N. 0778.85.0937 P.I.N. 0788.06.10482 P.I.N. 0778.95.8702
What is your project type? ❑ Apartment 1:1 Banks El Elderly Facilities 11 Hospit is El Hotels /Motels 171 Industrial Building
El Mixed Residential 11 Non- Residentiai Condo 11 Office 1:1 Religious Institutions I-I Residential Condo 11 Retail ® School 1:1 Shopping Center
Single Family El Telecommunication Tower 11 Townhouse 0 Other: If other, pb :ase describe:
PRELIMINARY Per City Code Section 10- 2132.2, summarize the reasons) this plan can be reviewed administratively not
ADMINISTt2ATIVE ~ requiring Planning Commission or City Council apprli N/A
REVIEW
PLANNING ' ( Per City Code Section 10- 2132.2, summarize the reasons) this plan requires Planning Commission or City Council
COMMISSION OR Preliminary Approval. Non - Residential Use in a Residential Zoning
"
Company Wake County Board of Education
' I onmg Intotmatlon
Bwlding Info rYlatrcin� p < 1 °
1
Name (s) Larry Sherrill
CLIENT °
Proposed building uses) Public Middle School
z
(Owner at aiey+ later}
Address 1551 Rock Quarry Road, Raleigh, NC 27610?
Overlay District SHOD 1
Proposed Buildings) sq. ft. gross 148,952
Total Site Acres 37.55 Net Inside City Limits ® Yes (portion) ® No
Phone [phone]
LSherrill(a)wcpss.
Fax [phone]
s
Company McNeely Associates PA
BOA (Board of Adjustment) case # A -N /A
Building Lot Coverage percentage 84,421/1,635,678 = 5.2 % (site plans
CONSULTAN
Name (s) Larry J. Ragland
(Contact Perd.0 tot
" Plans) °.,.
Address 5501 McNeely Drive, Raleigh, NC 27612
Existing Impervious Surface 0 / 0 acres /square feet (on -site)
Phone 919.782,9677 x103
Larry @McNeeit Associates.com
Fax [phone]
PRELIMINARY DEVELOPMENT PLAN APPLICATION 1 02.04.13 1
DEVELOPMENT D, ' ' BLE (Applicable to all • •e
Has your project previously been through the pre submittal process? If yes, provide the transaction # 362280
' I onmg Intotmatlon
Bwlding Info rYlatrcin� p < 1 °
1
Zoning Districts) CUD R -10
Proposed building uses) Public Middle School
If more than one district, provide the acreage of each N/A
Existing Buildings) sq. ft. gross 0
Overlay District SHOD 1
Proposed Buildings) sq. ft. gross 148,952
Total Site Acres 37.55 Net Inside City Limits ® Yes (portion) ® No
Total sq. ft. gross (existing & proposed) 148,952
Off street parking Required 79 (391 seats @__1/51 Provided 163
Proposed height of building(s) 46'-8'1
COA (Certificate of Appropriateness) case # N/A
FAR (floor area ratio percentage) 148,952/1,635,678 = 9.1 %
BOA (Board of Adjustment) case # A -N /A
Building Lot Coverage percentage 84,421/1,635,678 = 5.2 % (site plans
only)
CUD (Conditional Use District) case # Z -91 -1995
f 'cp
5tori)7water` inforrriation
,`tS AV
Existing Impervious Surface 0 / 0 acres /square feet (on -site)
Flood Hazard Area 10 Yes El No
Proposed Impervious Surface 10.17/443,005 acres /square feet If Yes, please provide
(Total new Imp on -site) Alluvial Soils Yes Flood Study No FEMA Map Panel # 37183CO120 E
EFFECTIVE DATE: MARCH 3 1992
Neuse River Buffer ® Yes ❑ No Wetlands ® Yes E3 No
• • ' • • • • • • • •
Provide a description of how your plan conforms to the guidelines of the Comprehensive Plan 2030 This Middle School is a recommended non-
residential use that is allowed in all R -10 Zoning Districts. This site plan will provide vehicular and pedestrian connectivity within the existing
neighborhood, along with appropriate transitional protective yards.
2 PRELIMINARY DEVELOPMENT PLAN APPLICATION ( 02.04.13
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal (Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
5660 Westgate Road
Raleigh, NC
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919- 850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 -821 -0805
I Structural Enaineer II
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
I Mechanical/ Electrical/ Plumbing/ Civil Enaineerl I
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
II TransDortaion Enaineers II
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture �� 0
McNeely Associateso �og`a A�Ayr
5501 McNeely Drive = - n
Raleigh, North Carolina 2761a C-3
919 - 782 -9677
Roofing - Consultant
.
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
IFood Service
I( REISSUE
O. IDESCRIPTION DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
C A R 0 ,
yPplDSCAp�
APPROVED BY
= '� �v° '9� 7 =
s 324
MAPA: DEP
PROJECT NO.
13019,000
MAPA: LEEM8
® COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
e ®� ® PURSUANT TO THE AGREEMENT WITH R /\TiO
ARCHITECTS, INC. NO OTHER USE.
DISSEMINATION OR DUPLICATION MAY BF
MADE WITHOUI PRIOR \1tRITT`I`N CONSENT
OF RATIO ARCHITEC-I,`. 14C ALL COMMON
RATIO"�
RA I O
1 OTHERWISE RE HOEREBY SPECIFICALLY
RESERVED. I
it
SHEET NUMBER
I lu
L 011
I

- . _ i '-- �.^,,, .,-.. ...' ^"° �,,, ...,. -°""° �•`"' ..�°°- -,e-.. �` _... �,• ...... °°°°....• -.-b� .,max"""" ° �„ .-..- ^^` ' •^ � "r r .i -r ` (
NORTHWEST; _ NOTE: SEE SHEET L 06.02 FOR STORM WATER INVERTS,
�� lr I! Q `°' � r s -°m.° +^°b" w'• .r --".. -. - .-- -•• °".... .•° r+° °'. " _•`®°_ :w4 -70.0 F4a P -
PIPE SIZES AND FLOW CALCULATIONS TABLE. '°.'• _ °� °�} ��
�„ w-•.. .-..° � ° � � � s°
'If v _ - °`SEE ENGINEERING DRAWINGS FOR '---- °_-- -� �- =:� ° °° --''' ` Q •' ® ® ®� i\
x_ EAST -' -
_ m p ®°� ° -PROPOSED GRADES ASSOCIATED WITH
-LEESVILLE CHURCH ROAD EXTENSION _ -- _°�° �. --- `. -' -' �°� • ®® j
= —SOUTHWEST •• .
�.' _ r ° P r • • r• 4� O* INDEX ff®
to
X ar
— ' ' - -�"° ° ° "y �®' — -mss / / r` —_____ _ _ ®-- ..� —' s- %!� -,1- \ ° A -49 ® -50
8 Wide Sidewalk width extends 2 outside of -- _
R/W in private access easement along �" �" — — °/'• -s —° ° ,t / • • ® f e ®, -°
— Leesville Church Road extension ® tt _
1 /_ " _ _ _,,,," �.w^ r i s ^""`r/ �. T - ._.. ®- .,..«, "°"'" ... -.^..� ° T ...- ••'- i ,-. -r '' r,0'.°°i .ter -°.. ^® .- — .._ ...- ..-.., ) �� r' ! / / ^ ® dP �• ".a ,! ® , .a e
s`f i
Ap
® E -01 cn I i f . ® / / { I E-- ► i I / r r� I
toy
E -02 = / '' j e ,' ) ,' : :�� I I �• i , p
// ...-� / / , 1 EF (b O I TW= 461.00' ' t t' , ° / / A-42
4,5, 0 ° ° �( ® j j I t t _
® ' A -43 °' I �
Q
TW= 473.00'
! TW 449.00' ,
44 - _ - - _ Q _ �' - r t
® I
PROPOSED DRY DETENTIONBASIN „B„
LLJ
NCDOT Std 838.11 Endwall °'�� �p�o I / f tt�/ ! J �j i } J p 460.80 T ical Around Track i 1 ; \ �_
,-- _ �, „. I � ,.a ,• / tt tt/ / , \ -29
° 6' TW= 447.00 / Q- ® / . /t: ' I 460.45 i I
° ® \ / I ® / • / t .-/ , w II I I I \ 460.50 T ical Around Track I `TW \
f _.__._._ e o ®® TW= 449.00' I ! / / / , % t t' j //• ` ! jj t 1 1 1 \ 460.45' i �' I = 47
A fee equal to 24 /o of construction
I /' / t t/ c I� \ I `
costs of the proposed D ® ��6 _ - - _ , / . , f` tt: ` l` ► I �� >
p p ® �o ! / -TW= 449.00' �Jr //i / t 1 I 1 + I ! 462.10 e I ti
Detention Basin will be required by - - - i• ` , ® ►j \ 10 �, \
Lu
the City of Raleigh. t® / / �� _ �I z
° I
i
t f! i t ® 1 t \ 476.3
% 440°----- '''1�•.w_- . ® i ® ( • ^f j / f
IF
r r 438 \5r i %��. �j �-' ! ® ♦ J t Ij I I ! \ \ \ 1 \ 0475.80'
- - - - -_ -- _-- -- f `� ° / / 1
\ j
4
75.0800 '
69.7
J N11
4WD OWD ® 469.6 4
:7 1 475.30,
'
� o t � A -38' CITY OF RALEIGH ,- 474.s
a
�• _ ••—
474
All Construction must be in accordance with all Local, �� i! / °� \ Ti �♦ �- �� II`\ �`� °� " "-
I .00
-� State, and Federal Rules and Regulations. ,;/ ��� /i l is Ij ° . \ `° - ° °�. , I A -28 `
®® TRANSPORTATION SERVICES i �-
f
PU3LIC UTILITIES J °� /) / I \ I� TW= 461.00'
®® _' _, ....•.L._ .�- :.<.� -..� ST,ORMWATER %° �)
00 .r
�-
� NCDOT Std 838.11 Endwall
FIFE
� F v
�. . , ....G .. j UPBAN FORESTRY ,� ��' vv � ♦ �� �v 11 459 461.10' v � �� I 8 C ence
s . \ U I
77 7
.; �....� / �e o v v� e i
i I �
,
,3 0
G
_
< / ,/ , ��,� 1 c�� • O cry s _ , ! I 1 SEE SHEET L03.03 -
i °o \ TW- 461.00 -01
I . yl 8 CL FenceFence 6 CL F n • y s �. CL
i Q e.
s i A
b
I, � .. _ __ -w. .. .,.. - ", °•,. �. /( � �
l �- ., ., a `� �} ! •�' , A fee equal to 24% of construction /o° ° 450.. \
costs of the proposed !Dry
�• 1 % f�a \ \ \ • •':� • • • TW 461.0
Detention Basin will bce, required b t \ \ ® \
the City of Raleigh. \\ �►® \ ... .......... ♦ \ \ \�7$ \ \ `�
t t I i •�� td� �: ' • V ♦ ® V \ \
• I
t ,U �I r •` - -- r /,� -.. / , . r. � •tee. � \ \ 440 � i ♦ a \ � 1 � � \ ,�
NNW
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� ,° ' r • / ,. � /`i`:�- / / .mot `�; \ °`��.. ^� , ' . . //. r . °,�� �, <^°. .,� . .'` � \ ® \ ®® � "' -•- .,, ,,, � - - ' 4F
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A.
Westgaie .,,
k
Raleigh, NC
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Enalneer
LC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
Mechanical/ Electrical/ Plumbing/ Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919 -828 -0831
Transportallon Engineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive = °
Raleigh, North Carolina 27612 -3r C° 3 a Q
919- 782 -9677 A SS
Roofing Consultant 010,0 y,
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 -545 -6151
Final Site Review
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REISSUE
NO. IDESCRIPTION ID ATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
C A W
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�pNDSCq��<.l2''�
APPROVED BY
=
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PROJECT NO.
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MAPA: LEEM8
COPYRIGHT NOTICE: THIS ARCHITECTURAL
VAI
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
® ®�
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. A LL CO M MO N
RARATLAW
10
RIGHTS OF COPYRIGHT AND
1
OTHERWISE ARE HEREBY SPECIFICALLY
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VIA[
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5660 Westgate Roa d
Raleigh, NC
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919- 850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
EN
Mechanical/ Electrical/ Plumbing/ Civil Enginee
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
Transportaion Engineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
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Landscape Architecture ^�``�� CAPS,'' %Y;
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 2761 3 C 3 9 C a
919 -782 -9677 �a a
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Roofing Consultant 4SSO�Z�,``��``
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 - 545 -6151
REISSUE
O. IDESCRIPTION DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
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324 >K_
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PINE HOLLOW
5660 Westgate Road
LIC
Raleigh, 1\4
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919--850-1600
Steve Zetts, Project Manager
Owner Project no. 859-0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919-821-0805
Structural Enaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919-832-5587
Mechanical/ Electrical/ Plumbinal Civil Enainee
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919-828-0831
Transoortallon ETWTeev
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919-872-5115
C An
Landscape Architecture
c.
McNeely Associates �(S
-A
5501 McNeely Drive = 0
Raleigh, North Carolina 27612- -3 C
919-782-9677 a
4SS 1�`
Roofing Consultant "$mst 1
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336-855-1182
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704-545-6151
REISSUE
INO. IDESCRIPTION I DATE]
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJIR
11110 %\\%\\\\
MAPA: LEEM8
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FAICOPYRIGHT
APPROVED BY
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CONFIDENCE AND SHALL BE USED ONLY
= 324
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ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
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MADE WITHOUT PRIOR WRITTEN CONSENT
PROJECT NO.
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I 11,,
13019.000
11110 %\\%\\\\
MAPA: LEEM8
NOTICE: THIS ARCHITECTURAL
FAICOPYRIGHT
AND ENGINEERING DRAWING IS GIVEN IN
rob
CONFIDENCE AND SHALL BE USED ONLY
54 P-14
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW
RIGHTS OF AND
OTHERWISE ARE HCOPYRIGHT EREBY SPECIFICALLY
RESERVED.
SHEET TITLE
EROSION
10\'40
SHEET NUMBER
CC
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INV IN(NE)= 428.91'
INV IN(SE) =427.93'
INV OUT(SW)= 427.92'
I a II .1 . .Y...`• !� '•` ! °- f ,/• �0' CITY OF RALEIGH
�` k . �°m ". � — _.Mµ �J Y �\ •'` _ ../>° °SZLTAARY SEWER EASEII`G!IENT
�1, ; \ \'�\ r'\� / M! BM 2003•P•G. 166$
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BM 1994 PG. 1191 \\ \O ® O
x f ,., •�`�- ,zj� >.��\ � /fey \ � r 14, \ �\ \ •
s IN-
LIMITS OF DISTURBANCE
_, ! �'� , ,`dr'`-4 / �, �L� ,._ -^`” w `_ .`/ ..-- "` _ `^ :4;,'�,. %"' �''\�•'V'�� --• � e ... __ w \ lam' a�`• ,j `` \®,.,...°'•
20' CITY- O=-FAL -51GH \`\ \`� -i. ,,. ®......:. `• �� o' ••`.. `i .. •y. \
... � J -f/ / •,` /-,/ r"' S.4MTARY SEINER EASEMF�1T "'' - „_\ ”' \ ,��° o, \ ^,,.40,°`.. — t:.."'��i.°�y�� ,- •,,...... -- �;�n� ` ° / X25, °`ss,.... ✓° \ \
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TOPH43838'
a INV INIz 425.82'
dN1,v 6UT= 423.98' r r
_: ., ' _ _-- r.. ^. 11 f� / / � .-- � ..- .° e � e.- .°,°'° "°"•^ --. ,�\ I I I l ` \ \ \ \ \ "\ \ � \ � � ✓ � / ��' �, � _' `� 'i \ � S S IV1Fi/' �r'' � °
..T�'= 438.64'
_.. / ! i / / - �°"-, / / ` \ \ � \ \ �\ \ •®•' S INV IN= 429.99' /
INVOUT= 429.98'
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SEE SHEET L04.0
11 v�Diverslon Ditch/ Silt Fence
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CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER NC DENR REVIEWED
PLANNING
r
FIRE
URBAN FORESTRY
INOR:THWESTr
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INDEX
5660 Westgate Road
Raleigh,
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -0805
Structural Engineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -- 832 -5587
� 1 t - IM,
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture ,,`'��� CAgo
McNeely Associates A
5501 McNeely Drive - o C_39 c
Raleigh, North Carolina 27612 a
919- 782 -9677
Roofing Consultant
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 - 545 -6151
11tml- Jul.
11 11 ( [-+ ;
I REISSUE I
NO. IDESCRIPTION DATE
CHECKED BY
NOT FOR CONSTRUCTION
MAPA: LJR
APPROVED BY
324
MAPA: DEP
=
PROJECT NO.
13019.000
MAPA: LEEM8
SHEET NUMBER
211

0
0
V
a�
9
NOTES
1. LEESVILLE CHURCH ROAD EXTENSION R/W TO EE DEDICATED TO NCDOT.
2. LEESVILLE CHURCH ROAD DESIGNED TO CITY OF RALEIGH COLLECTOR STREET STANDARDS.
3. SEE PLAN /PROFILE FOR LEESVILLE CHURCH ROAD FOR ADDITIONAL DETAIL.
4. R/W FOR LEESVILLE CHURCH ROAD SHALL BE VARIABLE WIDTH, 60 -FT. WIDTH MINIMUM
ABUTTING THE EXISTING HWY. 540 CONTROL -O =- ACCESS.
5. A 20' WIDE PERMANENT DRAINAGE EASEMENT AROUND DOWNSTREAM ENDWALL OF NEW
BOX CULVERT SHALL BE DEDICATED TO NCDOT FOR MAINTENANCE OF THE CULVERT.
6. SEE WATER DISTRIBUTION SYSTEM NOTE ON SFEET C 01.05.
7. A VARIABLE CITY OF RALEIGH SANITARY SEWER EASEMENT WILL BE OBTAINED VIA
EXCHANGE. OWNER WILL REQUEST CITY COUNC %L TO ABANDON EXISTING PORTION INTERSECTION
OF EASEMENT IN EXCHANGE FOR VARIABLE EASEMENT BETWEEN SSMH -C4 AND C5. SIGHT DISTANCE
(TYP.)�
RIW Monument
• �- —_ " ;.ice `
5' Woven Wire -
Controlled Access Fence
W d d CB C -4
End No t Found
15 "CMP
Inv = 457.13
End Not Found
24 "RCP
Inv - 454.86'
End Not Found
15 "CMP
Inv=453.73'
Controlled Access
Wooded
Proposed 100 -Year
Floodplain Boundary
.•V-%;.
Wooded
End Not Found z
A
(�
60 "RCP a � - . - •'
15 "CMP Inv - 439.88'
Inv - 449.23' -- SSMH LC -3 �
Rim= 445.64 - .�
Inv. In = 437.28
Inv. Out = 437.24 tr1
E
37 _ .... . -_ - _ _ �-A � � /F 280.23
a
109.05' C _r
T Y1SO4 - C — — — — — — — — — — — C
— RIW Monument
CB C 5
.
- ,.„,....,n::.:�, ..a ."t�.✓..;. ., - ,m,.n,..:, ,,. :: ,.now ,+n
'b
NIF
josh Talton
rnv OO
L
fi
4 rn Ann Talton Rudd
z
O
O
M^v^
O
M
M
,O
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�
NOTES
1. LEESVILLE CHURCH ROAD EXTENSION R/W TO EE DEDICATED TO NCDOT.
2. LEESVILLE CHURCH ROAD DESIGNED TO CITY OF RALEIGH COLLECTOR STREET STANDARDS.
3. SEE PLAN /PROFILE FOR LEESVILLE CHURCH ROAD FOR ADDITIONAL DETAIL.
4. R/W FOR LEESVILLE CHURCH ROAD SHALL BE VARIABLE WIDTH, 60 -FT. WIDTH MINIMUM
ABUTTING THE EXISTING HWY. 540 CONTROL -O =- ACCESS.
5. A 20' WIDE PERMANENT DRAINAGE EASEMENT AROUND DOWNSTREAM ENDWALL OF NEW
BOX CULVERT SHALL BE DEDICATED TO NCDOT FOR MAINTENANCE OF THE CULVERT.
6. SEE WATER DISTRIBUTION SYSTEM NOTE ON SFEET C 01.05.
7. A VARIABLE CITY OF RALEIGH SANITARY SEWER EASEMENT WILL BE OBTAINED VIA
EXCHANGE. OWNER WILL REQUEST CITY COUNC %L TO ABANDON EXISTING PORTION INTERSECTION
OF EASEMENT IN EXCHANGE FOR VARIABLE EASEMENT BETWEEN SSMH -C4 AND C5. SIGHT DISTANCE
(TYP.)�
RIW Monument
• �- —_ " ;.ice `
5' Woven Wire -
Controlled Access Fence
W d d CB C -4
End No t Found
15 "CMP
Inv = 457.13
End Not Found
24 "RCP
Inv - 454.86'
End Not Found
15 "CMP
Inv=453.73'
Controlled Access
Wooded
Proposed 100 -Year
Floodplain Boundary
.•V-%;.
Wooded
End Not Found z
A
(�
60 "RCP a � - . - •'
15 "CMP Inv - 439.88'
Inv - 449.23' -- SSMH LC -3 �
Rim= 445.64 - .�
Inv. In = 437.28
Inv. Out = 437.24 tr1
E
37 _ .... . -_ - _ _ �-A � � /F 280.23
a
109.05' C _r
T Y1SO4 - C — — — — — — — — — — — C
— RIW Monument
CB C 5
.
- ,.„,....,n::.:�, ..a ."t�.✓..;. ., - ,m,.n,..:, ,,. :: ,.now ,+n
Property Line
12" G.V. & BOX
I I
n... cBx C -7 I
11 _
SSMH c -5
O
oo a �3I -- i
DB 08476 Pg. 0624
,
BM 2987 P .2692 N NOT IN CONTRACT) g C -6
- g
. - ..... , .. O c v ® 12 D.I. WATER MAIN ( - C i
,., . _ E
.- - � �'" � 3 PIN# 0778 -85 -0937 CB C -1 —. _ � ';., � " ,...� �I —
... ti����,,.. � � SSMH LC -2
/ ::. ..,• 2-1'00 •P ,,.,,. , 5V3.,,)a]S!N" „u.?s B 'a:
kz u k s.N 1 ,, '• / Rim = 445.52'
-2 i
w„
:. '- - .. ,.rc. .i. .:ate <,. -. ...,,.m.... >.:,,_.. „. .,,...,.:... .. .,. :. ,. ' ®`SCI .J•
_ �`
Inv. In - 436.03!' Wooded
n..
C R ....,,. a I Inv. Out= 435.59'
s. • F O- r __J
c6"''r"te�'T I / ' < F
G`-- 1'_,-- ��'�` 1, � � � _. ,r� _ VARIABLE CITY 0 RALEIGH
.._ ;;.. ., 1 FHA
T -
a1--� S o SANITARY SEWER EASEMENT
N
OI ZN co
o $G16.'” (SEE NOTE 7,)
�' I, ... 4 SIDEWALK
F�
i( HA W a o d e d EASEMENT (TYP.) �y �,.
�' ti _
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BLOW -OFF ASSEMBLY
' t
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.' .„_, ��� SiE I \ A 1. � • u ®ter • ® 'O I ' I � ! •7P` �,� , / %Y/ � %f /%`
�� mot,_. ,l "' ,..• -- t � ,/
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20' C f ty
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Sanitary Sewer Easement
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PG 2003
M 1669
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tiJ' � ��--J• f ^� ! �' �rt'� J , ORM DRAINAGE EASEMENT
Property Line - --
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- T-
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ti 2 Z
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a 20' STORM DRAINAGE EASEMENT
Proposed 100-Year
Boundary
Floo p
d l
NIF;
Wake County Board of Education 1 / < J i
DB. 12175 Pg. 1847
/ PIN# 0778 -85 -1532 4 i
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC' UTILITIES
STORIV.WATER
PLANNING
FIRE
URBAN FORESTRY _
Wooded /��'4�_ � �
-�
Flood Hazard Soils 1001,
Proposed 100 -Year I`dv l
Proposed 200 -Year Floodplain Boundary �f
Floodplain Boundary
NRB - ` e J SSMH
zone 2 0 Rim = 438.28' 1 f
O
S9
NIF
josh Talton
rnv OO
L
fi
4 rn Ann Talton Rudd
z
Property Line
12" G.V. & BOX
I I
n... cBx C -7 I
11 _
SSMH c -5
O
oo a �3I -- i
DB 08476 Pg. 0624
,
BM 2987 P .2692 N NOT IN CONTRACT) g C -6
- g
. - ..... , .. O c v ® 12 D.I. WATER MAIN ( - C i
,., . _ E
.- - � �'" � 3 PIN# 0778 -85 -0937 CB C -1 —. _ � ';., � " ,...� �I —
... ti����,,.. � � SSMH LC -2
/ ::. ..,• 2-1'00 •P ,,.,,. , 5V3.,,)a]S!N" „u.?s B 'a:
kz u k s.N 1 ,, '• / Rim = 445.52'
-2 i
w„
:. '- - .. ,.rc. .i. .:ate <,. -. ...,,.m.... >.:,,_.. „. .,,...,.:... .. .,. :. ,. ' ®`SCI .J•
_ �`
Inv. In - 436.03!' Wooded
n..
C R ....,,. a I Inv. Out= 435.59'
s. • F O- r __J
c6"''r"te�'T I / ' < F
G`-- 1'_,-- ��'�` 1, � � � _. ,r� _ VARIABLE CITY 0 RALEIGH
.._ ;;.. ., 1 FHA
T -
a1--� S o SANITARY SEWER EASEMENT
N
OI ZN co
o $G16.'” (SEE NOTE 7,)
�' I, ... 4 SIDEWALK
F�
i( HA W a o d e d EASEMENT (TYP.) �y �,.
�' ti _
x
BLOW -OFF ASSEMBLY
' t
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1 �
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.: P E
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a• � D /
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�&�., � � _ _ ;�' Flood Hazard Soils
.' .„_, ��� SiE I \ A 1. � • u ®ter • ® 'O I ' I � ! •7P` �,� , / %Y/ � %f /%`
�� mot,_. ,l "' ,..• -- t � ,/
y o Raleigh,
20' C f ty
i l �� � ��%� ✓' /� � � i /,;
Sanitary Sewer Easement
,
PG 2003
M 1669
B
�\ {
20' ST
tiJ' � ��--J• f ^� ! �' �rt'� J , ORM DRAINAGE EASEMENT
Property Line - --
lily � �
Wooded \ u / ! ��a
- T-
� J l w
I Wooded
ti 2 Z
�
ao -,
f
11 r
a 20' STORM DRAINAGE EASEMENT
Proposed 100-Year
Boundary
Floo p
d l
NIF;
Wake County Board of Education 1 / < J i
DB. 12175 Pg. 1847
/ PIN# 0778 -85 -1532 4 i
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct
Date
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC' UTILITIES
STORIV.WATER
PLANNING
FIRE
URBAN FORESTRY _
Wooded /��'4�_ � �
-�
Flood Hazard Soils 1001,
Proposed 100 -Year I`dv l
Proposed 200 -Year Floodplain Boundary �f
Floodplain Boundary
NRB - ` e J SSMH
zone 2 0 Rim = 438.28' 1 f
O
Inv. In = 431.32' " 30' 15' 0 30' 60' 90'
Inv. Out = 431.19'
Zone SCALE: I"= 30'
I
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Inv. In = 431.32' " 30' 15' 0 30' 60' 90'
Inv. Out = 431.19'
Zone SCALE: I"= 30'
I

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CURVE LCZR-1
P.I. STA,.,, 12+77.18
N = 785,971.7072
E = 2,077,964.1939
A = 90 20' 56.13" (RT)
DEG. = 140 30' 18.94"
TAN. = 32.30
LEN. = 64.45
RAD. = 395.00
EXT. = 1.32
SE = 0.0%
CIT`[-' OF RALEIGH
All Construction musi be in accordance with all Local,
State, and Fede:7al Rules and Regulations.
TRANSPORTATION SER-110ES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
7�
461 46'
Inv.=457.13'- 6,
464
461
24 RCP
Inv. 15 CMP
=454.86' 15'CMP
30'
-7 Inv.=449.
-
5 Woven Wire
Inv.=453.73' 458
4,57 - --- ---- -
Controlled Access Fence
Controlled Access
C
460
C
C C
5
:7-7,wn�77�- -
Rt J
1-0 r` _A
EASEMENT
Public
Sewer Collection / Extension System
he City of Raleigh consents to the connection and extension of the
:ity's public sewer system as shown on this plan. The material and
:onstruction methods used for this project shall conform to the
tandards and specifications of the City's Public Utilities Handbook.
:ity of Raleigh
lublic Utilities Department Permit #
,uthorization to Construct
)ate
5660 Westgate Road
Raleigh, NC
* 1=1 - I
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919-850-1600
Steve Zetts, Project Manager
Owner Project no. 859-0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919-821-0805
I Structural Enaineer I
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919-832-5587
Mechanical/ Electrical/ Plumbina/ Civil Enaineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919-828-0831
License # F -0115
Transoortaion Enaineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919-872-5115
I
Landscape Architecture i
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919-782-9677
I Roofina Consultant I
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336-855-1182
I Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704-545-6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
I REISSUE
CHECKED BY
FDR
0101
APPROVED BY MW I E t P A I
FDR cd".. UICIRIN
I C
PROJECT NO.
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
SSMH-C2
Rim = 445.52'
U
Inv. In = 436,03'
Inv. Out = 435,99'
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW
R.SPECIFICALLY
IGHTS
RF AND
OTHERWISE ORE HO
RESERVED.
(7
EASEMENT
Public
Sewer Collection / Extension System
he City of Raleigh consents to the connection and extension of the
:ity's public sewer system as shown on this plan. The material and
:onstruction methods used for this project shall conform to the
tandards and specifications of the City's Public Utilities Handbook.
:ity of Raleigh
lublic Utilities Department Permit #
,uthorization to Construct
)ate
5660 Westgate Road
Raleigh, NC
* 1=1 - I
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919-850-1600
Steve Zetts, Project Manager
Owner Project no. 859-0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919-821-0805
I Structural Enaineer I
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919-832-5587
Mechanical/ Electrical/ Plumbina/ Civil Enaineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919-828-0831
License # F -0115
Transoortaion Enaineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919-872-5115
I
Landscape Architecture i
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919-782-9677
I Roofina Consultant I
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336-855-1182
I Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704-545-6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
I REISSUE
CHECKED BY
FDR
0101
APPROVED BY MW I E t P A I
FDR cd".. UICIRIN
I C
PROJECT NO.
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW
R.SPECIFICALLY
IGHTS
RF AND
OTHERWISE ORE HO
RESERVED.
SHEET NUMBER
Iwo 0 1

L
r
l ,
j
INV. IN: 438.50'
9,NSIDE TOP: 443.50'
OE,1 7I1DEi TQP: 444.25'
60 R.
CP
11 �'
CLAS� 1 IPRXP -{-- -"
PLACES TO LIMITS SHOWN
(TYP.)
1 t I 4( S ANDA�D WINGWALL
t j 4 F
OR 2:1 FILL SLOP
I � (TYP.)
I 15" CMP--.
INV = 449.23'
{ � '
't \
CITY OF RALEIGH
All Construction must be In accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
t
t
ks
t C
1 -540 CONTROL
� ACC S
1i
DUAL 6' X ' RCBC PLAN!
SCALE: 1 " ®1®'
L S .7ll
9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50
INV. OUT. 437.50'
INSIDE TOP: 442.50'
OUTSIDE TOP: 443.25'
POINT OF INTERSECTION
LEESVILLE CHURCH ROAD CROSSING STA:15 +65.16
LEESVILLE CHURCH ROAD CULVERT STA. 10 +74.52
NEW R /W'
8' DE CONCRETE--..,
SIDEWALK (TYP,)
CULVERT
1. ASSUMED LIVE LOAD ------ - - - -HL 93 OR ALTERNATE LOADING.
2. DESIGN FILL----------- - - - - -- 7.0 FT
3. FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
4. 3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE :SPECIFICATIONS.
5. CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOMNG ORDER:
1. WING F007INGS AND FLOOR SLAB INCLUDING 2" OF ALL VERTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED BY
ROOF SLAB AND HEADWALLS
6. THE ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE
CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
7. THIS BARREL STANDARD TO BE USED ONLY ON A CULVERT ON 105° SKEW AND TO BE
USED WITH STANDARD WING SHEET WITH THE SAME SKEIN AND VERTICAL CLEARANCE.
8. DIMENSIONS FOR YANG LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN
BARREL ARE SHOWN ON WING SHEET.
9. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL, SPACED TO LIMIT THE
POURS TO A MAXIMUM OF 70 FT. LOCATION OF JOINTS SHALL BE SUBJECT TO APPROVAL
OF THE ENGINEER.
10. AT THE CONTRACTORS OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE
INTERIOR FACE OF EXTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT. EXTRA
RA
WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
11. AT THE CONTRACTOR'S OPTION HE MAY SUBMIT, TO THE ENGINEER FOR APPROVAL, DESIGN
AND DETAIL DRAVANGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF
THE CAST —IN —PLACE CULVERT SHOWN ON THE PLANS. THE DESIGGN SHALL PROVIDE THE
SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST r —PLACE DESIGN. FOR
OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT, SEE SPECIAL PROVISIONS.
12. FOR FOUNDATION RECOMMENDATIONS, REFER TO NCDOT STANDARD SPECIFICATIONS FOR
CULVERT INSTALLATION.
13. PROVIDE STONE BEDDING FOR CULVFRT PER NCDOT STANDARDS
CONCRETE 28 DAY COMPRESSIVE STRENGTH: F'C- 3,000 PSI
REINFORCING STEEL: ASTM A615, GRADE 60
SOIL BEARING CAPACITY: 3,000 PSF
P" " I Na" E H 0 L Lu" W
NA I "' urm" L E S C H" 0 0 L
660 WESTGATE
ROAD RALEIGH, NC
Omer
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project No. 859 -0570
Architect
RATIO Architects, Inc,
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919-821 -0805
Structural Engines m.
LFIC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical 1 Electrical I Plumlaing I
Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
(919) 828 -0531
License # F -0115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919»782 -9677
Transe2rtation Engineers
Ramey Kemp &
Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919-872-5115
Roofing Consultant
ltant r
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336-855 -1182
Food Service
Food Desi n Associa. #es
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
CHECKED BY
RAM
APPROVED BY
RAM
0`
a
PROJECT NO.
` ° ®n' :4� "'� ►' ".
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
TJ
OF RATIO ARCHITECTS, INC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY' PECIFICALLY
RESERVED.
CONC. ci
A
log
■
■
9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50
INV. OUT. 437.50'
INSIDE TOP: 442.50'
OUTSIDE TOP: 443.25'
POINT OF INTERSECTION
LEESVILLE CHURCH ROAD CROSSING STA:15 +65.16
LEESVILLE CHURCH ROAD CULVERT STA. 10 +74.52
NEW R /W'
8' DE CONCRETE--..,
SIDEWALK (TYP,)
CULVERT
1. ASSUMED LIVE LOAD ------ - - - -HL 93 OR ALTERNATE LOADING.
2. DESIGN FILL----------- - - - - -- 7.0 FT
3. FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
4. 3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE :SPECIFICATIONS.
5. CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOMNG ORDER:
1. WING F007INGS AND FLOOR SLAB INCLUDING 2" OF ALL VERTICAL WALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED BY
ROOF SLAB AND HEADWALLS
6. THE ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OUT TO MAKE
CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
7. THIS BARREL STANDARD TO BE USED ONLY ON A CULVERT ON 105° SKEW AND TO BE
USED WITH STANDARD WING SHEET WITH THE SAME SKEIN AND VERTICAL CLEARANCE.
8. DIMENSIONS FOR YANG LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN
BARREL ARE SHOWN ON WING SHEET.
9. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL, SPACED TO LIMIT THE
POURS TO A MAXIMUM OF 70 FT. LOCATION OF JOINTS SHALL BE SUBJECT TO APPROVAL
OF THE ENGINEER.
10. AT THE CONTRACTORS OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE
INTERIOR FACE OF EXTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT. EXTRA
RA
WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
11. AT THE CONTRACTOR'S OPTION HE MAY SUBMIT, TO THE ENGINEER FOR APPROVAL, DESIGN
AND DETAIL DRAVANGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF
THE CAST —IN —PLACE CULVERT SHOWN ON THE PLANS. THE DESIGGN SHALL PROVIDE THE
SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST r —PLACE DESIGN. FOR
OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT, SEE SPECIAL PROVISIONS.
12. FOR FOUNDATION RECOMMENDATIONS, REFER TO NCDOT STANDARD SPECIFICATIONS FOR
CULVERT INSTALLATION.
13. PROVIDE STONE BEDDING FOR CULVFRT PER NCDOT STANDARDS
CONCRETE 28 DAY COMPRESSIVE STRENGTH: F'C- 3,000 PSI
REINFORCING STEEL: ASTM A615, GRADE 60
SOIL BEARING CAPACITY: 3,000 PSF
P" " I Na" E H 0 L Lu" W
NA I "' urm" L E S C H" 0 0 L
660 WESTGATE
ROAD RALEIGH, NC
Omer
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project No. 859 -0570
Architect
RATIO Architects, Inc,
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919-821 -0805
Structural Engines m.
LFIC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical 1 Electrical I Plumlaing I
Civil Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
(919) 828 -0531
License # F -0115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919»782 -9677
Transe2rtation Engineers
Ramey Kemp &
Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919-872-5115
Roofing Consultant
ltant r
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336-855 -1182
Food Service
Food Desi n Associa. #es
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
CHECKED BY
RAM
APPROVED BY
RAM
0`
a
PROJECT NO.
` ° ®n' :4� "'� ►' ".
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
TJ
OF RATIO ARCHITECTS, INC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY' PECIFICALLY
RESERVED.
SHEET TITLE
DUAL 6 :A R i•
PLAN : PROFILE

O
0
F
Worded
5' Woven Wire
Controlled Access fence
- _ Controlled Access
•• 0
.0 •0
SCALE:
r
,.
LOD LO LOO
oded
.>
.ro
,,w 75 ='.
(- STORM DRAINAGE �_ ” a
(SEE SITE PLAN) �'� � /fir .,� '� •� � " , :�
-C2 Wooded
r s
Rim 445.52'
,
E
Inv. In = 436.03' ,
i
d
Inv. Out = 435.99' j
C a + \ F 00
LOD
Y / r
" e-
,�""/' >f
r O ` �i l �, /;' LINE TOE OF SLOPE WITH PSRM "J,` th
/ ak O :' - t.� t
,r t DE �p�� � �i USING PROFILE ENKAMAT �-
\ 7010 BFM (TYP.) + � � C�,• � }, 1.; � �a I
Jr
_All //9®
0he.l � ,F
6 ���8 i� V �\
-
, 017e2 `J, ;`• ;t, 4 _ '- . _. t \ z �
{ r
PROVIDE SLOPE STABILIZATION he2 t °y`e7 ! !/ r° t , �'�' g s�, STORM DRAINAGE W/ 20' WIDE"
1 i 1 - �`�1 I EASEMENT,—-:
i USING AM.EXCELSIOR CO. �!, ��/ / ; S `, ; STORM DRAINAGE - _ -
EX 11 PROFILE S OR EQUAL !� /u! ./. / i "_ t �, (SEE SITE PLAN)
USE - -
7010 BFM WHERE 2 :1 SLOPES
ARE REQUIRED (SEE CROSS
SECTIONS)
- _ 89
- F <�> -
F39
_ - - 487 -
- _.._ --
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY - -__
DRAINAGE DITCH SECTION LEFT & RIGAT
.-
Natural
EOP
3% D 31 DITCH LINER: AMERICAN EXCELSIOR
CURLEX II.73 (2 NETS) BETWEEN
d TOP AND PSRM
DITCH LINER: PSRM, USE
PROFILE /ENKAMAT 7010 BFM
- _ - - - STA. 22 + 80 to 27 + 90
CLASS 1 RIP RAP
- ;
l
-- d = 1' MIN.
9 TONS, 22 SY FF - - -
Wooded - ~ - _ — IN
- - -
__
47 ,
- -
CONSTRUCTION ENTRANCE
C -- TEMPORARY ROCK SILT
- - - S 06 FOR
i
_
., = ' _ CHECK TYPE B TYP. _
r.— mom- ---- -_ STMH C -17 R DETAILS
I
\t
�--
., jmc�, �o SEE SHEET C 06.09 FOR DETAILS
Loo
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LO
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,LOS, - ='— SEE L SHEETS
TEMPORARY SILT FEN t
TEMPORARY SILT FENCE
FOR ON -SITE l co'
-
r
INLET PROTECTION
!, SEE SHEET C 06.09 �.
EROSION CONTROL \ I 3 I s
06.09 k,r= :. b
Wooded SEE SHEET C d d
Woo e �
% R P INLET SEDIMENT TRAP 'Z
f
a; f� `, Wooded OCKPI PIPE
/ } ,
I
!
- -
1
TYPE A 12.5'W x 50 LONG S �
i
CAPTURE 900 CU FT MIN.%
SEE SHEET C 06.09 FOR DETAILS
t � ` , DITCH LINER IN FLOW LINE
I _ / / / TEMPORARY PSRM USING PROFILE /ENKAMAT
- P f CONSTRUC I ION
EASEM
ENT %
7010 BFM (TYP.)
ENT (TYP.)
SEE NCDOT DETAIL 1631.01 ON
f - SHEET C 06.10 FOR DETAILS
b` p
I I II I I I
F
5660 "Westgate Road
Raleigh, NC
Make County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 - 821 -0805
Structural Enaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
Mechanical/ Electrical/ Plurnbina/ Civil Enaineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
License # F -0115
Transoortaion Enaineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
Roofina Consultant I
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
REISSUE
PROJECT NO.
'81691821"
b�
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
?®
O
ARCHITECTS, INC. NO OTHER USE,
0
DISSEMINATION OR DUPLICATION MAY BE
ct•
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO
LAW
O HERIWISE AORE HOEREBY SPECIFICALLY
RESERVED,
q
00
O
r'l
r
O
Worded
5' Woven Wire
Controlled Access fence
- _ Controlled Access
•• 0
.0 •0
SCALE:
r
,.
LOD LO LOO
oded
.>
.ro
,,w 75 ='.
(- STORM DRAINAGE �_ ” a
(SEE SITE PLAN) �'� � /fir .,� '� •� � " , :�
-C2 Wooded
r s
Rim 445.52'
,
E
Inv. In = 436.03' ,
i
d
Inv. Out = 435.99' j
C a + \ F 00
LOD
Y / r
" e-
,�""/' >f
r O ` �i l �, /;' LINE TOE OF SLOPE WITH PSRM "J,` th
/ ak O :' - t.� t
,r t DE �p�� � �i USING PROFILE ENKAMAT �-
\ 7010 BFM (TYP.) + � � C�,• � }, 1.; � �a I
Jr
_All //9®
0he.l � ,F
6 ���8 i� V �\
-
, 017e2 `J, ;`• ;t, 4 _ '- . _. t \ z �
{ r
PROVIDE SLOPE STABILIZATION he2 t °y`e7 ! !/ r° t , �'�' g s�, STORM DRAINAGE W/ 20' WIDE"
1 i 1 - �`�1 I EASEMENT,—-:
i USING AM.EXCELSIOR CO. �!, ��/ / ; S `, ; STORM DRAINAGE - _ -
EX 11 PROFILE S OR EQUAL !� /u! ./. / i "_ t �, (SEE SITE PLAN)
USE - -
7010 BFM WHERE 2 :1 SLOPES
ARE REQUIRED (SEE CROSS
SECTIONS)
- _ 89
- F <�> -
F39
_ - - 487 -
- _.._ --
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY - -__
DRAINAGE DITCH SECTION LEFT & RIGAT
.-
Natural
EOP
3% D 31 DITCH LINER: AMERICAN EXCELSIOR
CURLEX II.73 (2 NETS) BETWEEN
d TOP AND PSRM
DITCH LINER: PSRM, USE
PROFILE /ENKAMAT 7010 BFM
- _ - - - STA. 22 + 80 to 27 + 90
CLASS 1 RIP RAP
- ;
l
-- d = 1' MIN.
9 TONS, 22 SY FF - - -
Wooded - ~ - _ — IN
- - -
__
47 ,
- -
CONSTRUCTION ENTRANCE
C -- TEMPORARY ROCK SILT
- - - S 06 FOR
i
_
., = ' _ CHECK TYPE B TYP. _
r.— mom- ---- -_ STMH C -17 R DETAILS
I
\t
�--
., jmc�, �o SEE SHEET C 06.09 FOR DETAILS
Loo
LOD - �.. _ —
Loo Loo c _. -- -w,. _ -.^ - -`, _ 0 ( Wooded
Lot) c _.._ � -, STMH C -16 '� ... _ VU .e.
c — _ -
r
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CB C
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®y
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x l - .__ < _._ _ a sad„ _
/y
3
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tk
E
STMH C 18 \
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f
T
,
ASP
CB C
rn
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P
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*�in: -►., _. _.,._
r '
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SEE SHEET C 06.09 FOR DETAILS
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I _ / / / TEMPORARY PSRM USING PROFILE /ENKAMAT
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SEE NCDOT DETAIL 1631.01 ON
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b` p
I I II I I I
F
5660 "Westgate Road
Raleigh, NC
Make County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919 -850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919 - 821 -0805
Structural Enaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919- 832 -5587
Mechanical/ Electrical/ Plurnbina/ Civil Enaineer
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
License # F -0115
Transoortaion Enaineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
Roofina Consultant I
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
Food Service
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704- 545 -6151
INFRASTRUCTURE
CONSTRUCTION PLAN
5/6/2014
REISSUE
PROJECT NO.
'81691821"
13019
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
?®
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO
LAW
O HERIWISE AORE HOEREBY SPECIFICALLY
RESERVED,
SHEET TITLE
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1. FOR STANDARD TEMPORARY SHORING, SEE STANDARD SHORING PROVISION.
2. STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING 1'I -SITU
ASSUMED SOIL PARAMETERS:
UNIT WEIGHT. y = 120 LB /CF
FRICTION ANGLE. � = 30 DEGREES
COHESION. c = 0 LB /SF
3. DO NOT USE STANDARD TEMPORARY SHORING WHEN IF ASSUMED SOIL
PARAMETERS ARE NOT APPLICABLE.
4, DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE OR SOFT
SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
5. USE GROUNDWATER ELEVATION NOTED IN THE PLANS, IF NO GRC'JNDWATER
ELEVATION IS SHOWN IN THE PLANS, USE "GROUNDWATER ELEVk1 -ION BETWEEN
BOTTOM OF SHORING AND PILE TIP" FOR GROUNDWATER CONDITION. DO NOT
USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM
OF SHORING.
6. MINIMUM REQUIRED EXTENSION IS 6" FOR "SLOPE OR SURCHARC= CASE WITH
NO TRAFFIC IMPACT" AND 32" FOR "SURCHARGE CASE WITH TRAFFIC IMPACT."
7. MINIMUM REQUIRED EMBEDMENT FOR H -PILES WITH TIMBER LAGuING IS
BASED ON DRIVEN H -PILES AT MAXIMUM 6' SPACING. AT THE CON 7RACTOR'S
OPTION, EMBEDMENT DEPTHS MAY BE REDUCED BY 25% FOR DRI- LED -IN
H- PILES.
8. CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED
EMBEDMENT.
b-
SURCHARGE CASE WITH TRAFFIC IMPACT
Side Slopes (z:1):
Iri
SHEET PILES
H -PILES WITH TIMBER LAGGING !
cn
H -PILES WITH TIMBER LAGGING
Manning's N- value:
0
Solve for Depth with Known Q:
0
'I t
280 cfs
Flow Depth:
z
Flow Area:
H
MINIMUM
9.43 ft /s
(FT)
MINIMUM
Critical Depth Yc:
RED
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SHORING
M
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NOTES:
1. FOR STANDARD TEMPORARY SHORING, SEE STANDARD SHORING PROVISION.
2. STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING 1'I -SITU
ASSUMED SOIL PARAMETERS:
UNIT WEIGHT. y = 120 LB /CF
FRICTION ANGLE. � = 30 DEGREES
COHESION. c = 0 LB /SF
3. DO NOT USE STANDARD TEMPORARY SHORING WHEN IF ASSUMED SOIL
PARAMETERS ARE NOT APPLICABLE.
4, DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE OR SOFT
SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.
5. USE GROUNDWATER ELEVATION NOTED IN THE PLANS, IF NO GRC'JNDWATER
ELEVATION IS SHOWN IN THE PLANS, USE "GROUNDWATER ELEVk1 -ION BETWEEN
BOTTOM OF SHORING AND PILE TIP" FOR GROUNDWATER CONDITION. DO NOT
USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM
OF SHORING.
6. MINIMUM REQUIRED EXTENSION IS 6" FOR "SLOPE OR SURCHARC= CASE WITH
NO TRAFFIC IMPACT" AND 32" FOR "SURCHARGE CASE WITH TRAFFIC IMPACT."
7. MINIMUM REQUIRED EMBEDMENT FOR H -PILES WITH TIMBER LAGuING IS
BASED ON DRIVEN H -PILES AT MAXIMUM 6' SPACING. AT THE CON 7RACTOR'S
OPTION, EMBEDMENT DEPTHS MAY BE REDUCED BY 25% FOR DRI- LED -IN
H- PILES.
8. CONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED
EMBEDMENT.
REQUIRED MINIMUM EMBEDMENT ® MODULUS
*DO NOT USE H -PILES WITH TIMBER LAGGING FOR
GROUNDWATER CONDITION, SHORING HEIGHT AND H -PILE
SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS " - - ".
�P,10 F
R
V``N4�O
EXTENSION �_
6' MIN = �
i
kn
BOTTOM OF EXCAVATION N
OR EXISTING GRADE 1
6.l (H.V) OR FLATTER Z
Q BOTTOM OF SHORING
TOP OF SHORING
W ,�
�i
p
W SHEET PILES OR H -PILES
5 WITH TIMBER LAGGING*
4 W
2
' L-1- PILE TIP
STANDARD TEMPORARY SHORING
(SLOPE CASE)
TEMPORARY STREAM DIVERSION TRACTIVE FORCE & SLOPE STABILITY
Temporary Channel Data:
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT
SURCHARGE CASE WITH TRAFFIC IMPACT
Side Slopes (z:1):
2:1, 2:1
SHEET PILES
H -PILES WITH TIMBER LAGGING !
SHEET PILES
H -PILES WITH TIMBER LAGGING
Manning's N- value:
0.025
Solve for Depth with Known Q:
MINIMUM REOUIRED EMBEDMENTZ'I
280 cfs
Flow Depth:
MINIMUM REOU1 EMBEDMENT x
Flow Area:
H
MINIMUM
9.43 ft /s
(FT)
MINIMUM
Critical Depth Yc:
RED
GROUNDWATER
SHORING
REQUIRED
MINIMUM REQUIRED
(SEE /0) i
REQUIRED
MIN /MUM REOUIRED
(SEE NOTE /0)
CONDITION
HEIGHT
EMBEDMENT
SECTION MODULUS
EMBEDMENT
SECTION MODULUS
HP 10x42
HP 12x53
HP 14x73
HP 10x42
HP 12x53
HP 14x73
(SEE NOTE 6)
(FT)
(FT)
(IN3 1FT)
(FT)
(1N3 1FT)
T = 16.20 ft
< 6
115
45
115
115
115
16D
12.0
130
13.0
13D
a W o Q_
7
/30
70
/3.0
130
/3.0
170
145
145
145
145
Q m N
8
150
10.0
--
150
15A
180
17D
--
155
/55
8 o a
9
/70
14D
--
17.0
17.0
19D
20.0
--
17.0
17D
0
Q) Q o a
/O
185
195
--
--
185
20D
235
--
--
185
�'tLj o
//
205
26D
--
--
--
21.0
28D
--
--
20D
`J °p
12
22.5
33D
--
--
--
22D
33.0
--
--
215
< 6
7.5
3.0
8.0
8.0
8.0
/lD
10.0
95
95
95
cc �
7
85
4.5
95
9.5
95
12D
12D
105
105
105
Q m 4
8
/0.0
65
105
/0.5
/05
125
14D
115
/l5
/l5
�
165
--
125
125
$,_
9
/1.0
9.5
--
120
/2D
135
0 < a
/O
12.5
13D
--
--
135
14.0
195
--
135
135
�' J
ll
135
17.0
--
--
145
15D
225
--
--
145
12
/5D
215
--
--
160
16.0
255
--
--
155
REQUIRED MINIMUM EMBEDMENT ® MODULUS
*DO NOT USE H -PILES WITH TIMBER LAGGING FOR
GROUNDWATER CONDITION, SHORING HEIGHT AND H -PILE
SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS " - - ".
�P,10 F
R
V``N4�O
EXTENSION �_
6' MIN = �
i
kn
BOTTOM OF EXCAVATION N
OR EXISTING GRADE 1
6.l (H.V) OR FLATTER Z
Q BOTTOM OF SHORING
TOP OF SHORING
W ,�
�i
p
W SHEET PILES OR H -PILES
5 WITH TIMBER LAGGING*
4 W
2
' L-1- PILE TIP
STANDARD TEMPORARY SHORING
(SLOPE CASE)
TEMPORARY STREAM DIVERSION TRACTIVE FORCE & SLOPE STABILITY
Temporary Channel Data:
Bottom Width:
5.00 ft
Side Slopes (z:1):
2:1, 2:1
Minimum Depth:
4.00 ft
Slope:
0.0125 ftf-ft
Manning's N- value:
0.025
Solve for Depth with Known Q:
Q10,
280 cfs
Flow Depth:
2.80 ft
Flow Area:
29.68 ft2
Velocity:
9.43 ft /s
Wetted Perimeter:
17.52 ft
Critical Depth Yc:
3.12 ft
Top Width:
16.20 ft
Tractive Force: Bottom
'Ed = ydS = (62.4 Ib /ft3) x (2.80 ft) x (0.0125 ft /ft) = 2.184 Ib /ft2
Side Slopes:
'[S = K1Td
K, = 0.066z + 0.67; z = 2
K, = 0.802
Ts = 1.75 I b /ft2
Line Channel Bottom and Side Slopes with
Same Material.
Liner Type shall be American Excelsior Co.
Curlex0 High, Velocity,
2 Nets (Rated for 3.0 Ib /ft2 Allowable Tractive Force), or Equal.
Tractive Force at Bends:
Tb = KbTd
Rc =25 ft
T = 16.20 ft
Rc/T = 1.54 4 Use Kb = 2.0
Kb = 2.0
T b = (2.0)(2.184) = 4.37 Ib /ft2
Line Channel Bottom and Side Slopes at Bends using Same Material.
Liner Type shall be GEOCOIRO / DeKoweO 700.
CONSTRUCTION SEQUENCE FOR STREAM DI -VERSION
1. Set up Erosion Control Measures for Stream Diversion in Accordance with this
Sequence.
2. All Culvert Excavation work shall be performed Only in Dry or Isolated Areas of the
Work Zone. The sequence that follows requires construction of ;a, temporary stream
diversion channel to bypass clean stormwater runoff from the upstream drainage basin
around the work zone. Bypass pumping of the work zone is also required.
3. In General, the long range climatological conditions and local short-range weather
forecast should be considered when planning the construction period for installation of
the RCBC Culverts and temporary stream diversion. These activities should be planned
to occur during a seasonally log\ period of precipitation and when forecast weather
anticipates dry conditions.
4. Temporary Stream diversion construction must be completed prior to proceeding with
the culvert installation. Temporary stream diversion must have properly installed
channel and bank stabilization as specified per plan. An inspectic'n by the Authority
having Jurisdiction and review by the Engineer shall be made prior to proceeding with
the culvert installation.
5. Excavate diversion channel from downstream to upstream and insta >I high - velocity soil
reinforcement channel lining specified per plan.
6. Install Temporary Shoring / sheet piling downstream of the existing 50 -inch RCP outlet
to isolate the culvert work zone per plan. Refer to NCDOT Standard Shoring
specification (Rev. 11- 19 -13) and Temporary Shoring Special Provisions (Rev. 5- 21 -13)
for additional requirements. A copy of these provisions is availa,ale at the NCDOT
Geotechnical Engineering web site:
https: / /counectncdot.gov/ resources /Geological /Pages /Geotech Provisions Notes.aspx.
7. Set up a temporary bypass pump and temporary piping to dewater pooled water that may
develop in the Excavation Zone. Pump(s) and Temporary Piping shall be sufficient
capacity to dewater the work zone. The capacity and volume to pump should be
determined at time of construction based upon the observed ponding downstream of the
sheet piling. It may be necessary to have one pump at the upstreamn end of the culvert
excavation zone and one at the downstream end. It will be unacceptable to construct the
cast -in -place reinforced box culverts in wet conditions. Therefore, .the Pump(s) should
be designed to cycle with set points sufficient to keep the work zone dry. Pump(s)
system shall be equipped with a 24 -Hour Monitoring system to maintain a dry work
zone during hours outside the regular work -day (i.e, nights and weekends) until
construction is complete.
8. Discharge from the dewatering of the work zone must be pumped through a Treatment
Device (Special Stilling Basin). Utilize a Special Stilling Basin Baig having minimum
dimensions of at Least 15 Feet by 10 Feet, manufactured of non -woven fabric material
and Sewn in Sleeve for Receiving Pump Discharge. See NCDOT Standard Detail
1630.06. Discharge of Treated Water shall be upstream of temporary diversion and
must pass through the still basin bag.
9. Contact Culvert Design Engineer and hold a pre - construction meeting with the Design
Team prior to proceeding with installation of the RCBC culverts.
10. Install Permanent Erosion Control Measures including Seeding and Bank Stabilization
with the installation of the RCBC culverts.
11. Do Not Disturb Protected stream channel and riparian buffers beyord Limits of L.O.D.
Shown.
CITY OF RALEIGH
All Construction must be in accordance with all Local,
State, and Federal Rules and Regulations.
TRANSPORTATION SERVICES
PUBLIC UTILITIES __
STORMWATER
PLANNING
FIRE
URBAN FORESTRY _
20' 10' 0 20' 40' 60'
SCALE: 1" = 20'
_
5660 West,-mate Road
maleigh, NC
Wake County Public School System
5551 Rock Quarry Road
Raleigh, North Carolina 27610
919- 850 -1600
Steve Zetts, Project Manager
Owner Project no. 859 -0570
Architect Architect
RATIO Architects, Inc.
135 E. Martin Street, Suite 101
Raleigh, North Carolina 27601
919- 821 -.0805
Structural Encaineer
LHC Engineers
1015 Wade Avenue
Raleigh, North Carolina 27605
919 -832 -5587
Mechanical/ Electrical/ Plumbing/ C'l! l Entlje2cr '
The Wooten Company
120 North Boylan Avenue
Raleigh, North Carolina 27603
919- 828 -0831
License # F -0115
Transoortaion Encaineers
Ramey Kemp & Associates
5808 Faringdon Place, Suite 100
Raleigh, North Carolina 27609
919- 872 -5115
Landscape Architecture
McNeely Associates
5501 McNeely Drive
Raleigh, North Carolina 27612
919- 782 -9677
019* . o,
Richard A Nuhn, PE
1913 Thayer Circle
Greensboro, North Carolina 27407
336- 855 -1182
I Food Service I
Food Design Associates
5828 Oak Drive
Charlotte, North Carolina 28227
704 - 545 -6151
CONSTRUCTION PLAN
5/6/2014
REISSUE
CHECKED BY
FDR
APPROVED BY
DR
PROJECT NO.
13019
0
SHEET TITLE
a0a, _� . i 3 ii E.,, -..
I. i
SMEET 14M
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