SWA000146_Plansheet - Set_20220523

LOCATION
�\OAK VIEW AT SILE,R CITY
226 CAMPUS DRIVE
SILER CITY NC 27344
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IN
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CHATHAM HOSPITAL INC. /
DB/PG: 1292/1094 /
PARCEL ID: 0088077 /
\ ZONING:01
\\ LAND USE: HOSPITAL %
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CHATHAM HOSPITAL INU
DB/PG: 1292/1094
PARCEL ID: 0084342�/
ZONING:01
LAND USE: HOSPITAL
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GRAPHIC SCALE
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40 0 20 40 80 160
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( IN FEET )
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Know what's below.
Call before you dig.
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SITE
DR
N/F
130 OF CHATHAM LLC
DB/PG: 1803/0492
PARCEL ID: 0090720
ZONING: H—I
LAND USE: VACANT
N/F
TOWN OF SILER CITY
DB/PG: 1964/0500
PARCEL ID: 0092878
ZONING: H—I
LAND USE: VACANT
10'--REAR--SETBACK
EXISTING SURVEY
EXISTING CONDITIONS & DEMOLITION PLAN
C1.0
OVERALL SITE PLAN
C2.0
DETAILED SITE PLAN
C2.1
OVERALL UTILITY PLAN
C2.2
OFF -SITE UTILITY PLAN
C2.3
ON -SITE UTILITY PLAN
C2.4
PH. 1 EROSION CONTROL PLAN
C3.0
PH. 2 EROSION CONTROL PLAN
C3.1
NCG01 STANDARD NOTES
C3.2
GRADING PLAN
C4.0
STORMWATER SCM PLAN
C4.1
STORM SEWER DRAINAGE AREA PLAN
C4.2
PRE -DEVELOPMENT DRAINAGE AREA PLAN
C4.3
POST -DEVELOPMENT DRAINAGE AREA PLAN
C4.4
LANDSCAPE PLAN
C5.0
SITE DETAILS
C9.0-C9.5
SITE LIGHTING PLAN 2
REZONING OPEN SPACE PLAN JRZ2.0
SHEET INDEX
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WALLICK COMMUNITIES
MIKE EKIS
[e-mail]
[phone]
CONTACT INFO
►�07- CAR996*00 00
%pe<,ESS/*
'AL
606
3/29/22
REVISIONS
2
3/29/22
TOWN COMMENTS
REVISIONS
CAD FILE: 19-045 BASE.DWG
PROJECT NO.: 19-045
DESIGNED BY: JDM
SUBMITTAL DATE: FEBRUARY 14, 2022
DEVELOPER:
WALLICKASSET
MANAGEMENT LLC
16o W MAIN STREET *200
NEW ALBANY, OH 43054
ENGINEERING
MCZ ENGINEERING, INC.
2 1 1 ❑ BEN CRAIG DR.
SUITE 4❑❑
CHARLOTTE, NC 28262
PHONE [phone]

CHATHAM HOSPITAL, INCORPORATED
DB 1292, PG. 1094
PB 2010, PG. 22
AKPAR: 88077
CHATHAM HOSPITAL, INCORPORATED
DB 1292, PG. 1094
PB 2010, PG. 22
AKPAR: 84342 ,
THE TOWN OF SILER CITY DB 1964, PG. 500
PB 2017, PG. 431
AKPAR: 92878
TOP=586.46' CTL/ HF
INV(E)=569.03' �APUS [)RIVE DUKE/ LR�
RNV
i
C-
INOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
IN U.S. SURVEY FEET. (UNLESS OTHERWISE STATED)
2. THERE WERE NO CEMETERIES OBSERVED ON THIS PROPERTY.
3. ALL BEARINGS ARE BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 1983\11).
4. THIS PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE
IPF OUTSIDE THE ANNUAL 0.2% ANNUAL CHANCE FLOODPLAIN
ACCORDING TO FIRM MAP 3710877100J, WITH AN
EFFECTIVE DATE OF FEBRUARY 2, 2007.
5. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF
TOP=578.65' A TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES
V(W)F570.94' ON THE PROPERTY AND IS SUBJECT TO ALL EASEMENTS
AND RIGHTS -OF -WAY OF RECORD.
f'y"o 6. LINES NOT SURVEYED SHOWN AS DASHED.
CA
S E AL
L-4234
LOT A:
0 SU0�'- P��\
13D B F CHATHAM,
H A H A 492LC /////iY � i � i0\00�����\\\\\\
PB 2015, PG. 66
AKPAR: 90720 INSET 99 A 99
540
`Ssj 17 15'
16"
SSA
LOT A:
545 130 OF CHATHAM, LLC
DB 1803, PG. 492
PB 2015, PG. 66
AKPAR: 90720
540
0
S
DATE REVISION INITIAL
v &CREED
i 1730 Varsity Drive Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
NC FIRM # F-1222
I, JEFFREY D. AKER, PLS L-4234,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION FROM INFORMATION
SHOWN IN DEED BOOKS REFERENCED ON MAP AND
MAP BOOKS REFERENCED ON MAP; THAT ANY LINES NOT
ACTUALLY SURVEYED APPEAR AS BROKEN LINES AND
WERE PLOTTED FROM INFORMATION AS NOTED ON
THE PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED IS BETTER THAN 1:15,000; THAT
THE AREA IS COMPUTED BY COORDINATE METHOD;
WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER, AND SEAL THIS THE 3RD
DAY OF JANUARY A.D., 2022.
Tom.
J F0�'AKER L-4234
PROFESSIONAL LAND SURVEYOR
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TOP= 1.51' TOP=551.59'
W)=546.09' INV(W)=545.74'
=550.96' INV(E)=546.08' INV(E)=545.67'
UNDERGROUND 6 SS -FM TO
ELECTRIC cOQ % 8""DIP PUMP STATION
INV(SW)=546.54/ �J DIP i S
�INV(E)=546.49'TOP=552.49'
—� EP INV(W)=545.49'
CENTURY LW K GUARDRAIL
TOP=552.16'
INV(NE)=547.12'
TREE LEGEND
ja�>
MAPLE
OAK
PINE
SWEETGUM
f o }
POPLAR
GUM
CEDAR
WALNUT
BEECH
LEGEND
wV
WATER VALVE
FIRE HYDRANT
® IRRIGATION CONTROL VALVE
FIRE DEPARTMENT CONNECTION
BC BACK OF CURB
GL GUTTERLINE
EP EDGE OF PAVEMENT
CB CATCH BASIN
YI YARD INLET
INV PIPE INVERT
LSA LANDSCAPE AREA
Q TREE
OHE OVERHEAD ELECTRIC
s0 SEWER MANHOLE
O PP POWER POLE
O LP LIGHTPOLE
-v SIGN
❑E ELECTRIC BOX
IPF IRON PIPE FOUND
IRS IRON ROD SET
Q MC CONTROL POINT
WOODSLINE
—' FENCELINE
UNDERGROUND FIBER OPTIC
— UNDERGROUND ELECTRIC
SCALE: 1" = 60'

KEY NOTES: llLMUL111UN N U 1 LN
AO INSTALL PROPOSED TREE PROTECTION FENCE AT BEGINNING I' THE CONTRACTOR SHALL OBTAIN NECESSARY DEMOLITION PERMIT PRIOR TO ANY REMOVAL OF STRUCTURES, AP = ABANDONED POLE
UTILITIES, ETC. CB = CATCH BASIN
OF CONSTRUCTION SEE DETAIL 4/C9.0. 2. SITE DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL BUILDING STRUCTURES, ASSOCIATE UTILITIES, CLIP CENTER
CORRUGATED METAL PIPE
SITE FOUNDATIONS, CONCRETE WALKS, CURB AND GUTTER AND SPECIFIED ASPHALT. CV = CONTROL VALVE
CAMPUS DR - _� � \ ` � f \ DIP DUCTILE IRON PIPE
o \ \ I \ \ 3. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO ANY DIP = EXISTING IRON PIPE
\ \ \ %� \ \ \ �Iss \ \ DEMOLITION WORK. EIR = EXISTING IRON REBAR
— � � \ \ % =\ \ \ 4. TRENCHES AND EXCAVATION AREAS SHALL BE RECOMPACTED TO 98% OF STANDARD PROCTOR MAXIMUM EP EDGE OF PAVEMENT
EX = EXISTING
DRY DENSITY.
FES = FLARED END SECTION
4.o \ \ \ \ \ :T�0=
_ \ \ FND =FOUND
82 2 \ 5. THE CONTRACTOR SHALL PROVIDE TREE PROTECTION FOR EXISTING TREES WHERE SPECIFIED. GW = GUIDE WIRE
\✓ \�\ \ �( )F\\ \\ HW = HEAD WALL
NV
W =- 71 6. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AT A PERMITTED FACILITY.
INV = INVERT
INV(E)<565.67'- \ LP = LIGHT POLE
\ 7. REFER TO SHEET C3.0 FOR PLACEMENT OF EROSION CONTROL MEASURES AND RELATED NOTES. MB = MAIL BOX
8. THE REMOVAL OR RELOCATION OF EXISTING LIGHT POLES SHALL BE COORDINATED WITH RESPECTIVE UTILITY PP = POWER POLE
: \ \ \ \ \ \ �s \ OR LIGHTING COMPANY. PROP = PROPOSED
N / F P. S. D. E = PUBLIC STORM DRAINAGE EASEMENT
Z)/A 9. EXISTING PAVEMENT AND CURB SHOWN TO BE REMOVED SHALL BE SAW CUT. TOWN O F S I E R CITY PVC = POLYVINYL CHLORIDE PIPE
4/rTOry \✓/ / i \ \\ \\ \�� \\\\ ���\ ���s R/W = RIGHT OF WAY
DB/PG: 1964/0500
SIR = SET IRON REBAR
w3?\ _ �\ ass—�f3W_MON SSMH = SANITARY SEWER MAN HOLE
66, _ --____ PARCEL ID: 0092878 WY = WATER METER
\\�0`99� _ —5 _=587.44' ---___ DI WA TER VAL = YARD INLET
9g8 _ ZONING: H-I
\\\\,�`�\ �9a-'�� 3,9A _ II��(�^�1��--SS_ LAND USE: VACANT
LOCATION MAP ;_ _ - �F� _ _-,, ---------__
\\ /; ' ��,,� �� 567.08' -- - _SS _ _ 8°DIP - - _ _ TOP=586.46' SURVEY LEGEND
NTS \\ /,� T/ G ps - - �� _�IVAD83/11) - _ S - -SS _ _ 131
` pe` - �18Z70.8�'---__- - �MPUS -_- SS=_-INV(E)=569:0�'---_-___
DRIVE
1876487.-7b — $ /a _ — Ex s0' p—u�—
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\\ DB/PG: 129X/10041—
\\ PARCEL ID: 0388P71 I I i I ----- ///-
\ \ \ \ \\ ZONING: \� 582•M---LAND USE: HO PITAh / _—_—_ M ----
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PROPOSED
60' R/W
x 700.00
2.0%
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PARCEL ID: 008435 / \\ \ \ \\ \ �/ // 38�� CONTRACTOR TO REMOVE / / \ \ 13„ZO IIN 01EXISTING TREES MARKED WITH / /— \ \\ 30',0/1,3"
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WIRE FENCE / / `_ 1^ I
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EXISTING TREES MARKED WITH/�
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----�B - 3/0492- -
PARCEL ID: 0090720-_= J� / ---- Know what's below.
( IN FEET) ZONING: H-
1 inch = 40 ft. LAND USE: VACANT all before you dig.
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THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING, INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER THAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC. IS PROHIBITED. 2021 O
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EXISTING
CONDITIONS AND
DEMOLITION
PLAN
REVISIONS
CAD FILE: 19-045 BASE.DWG
PROJECT NO.: 19-045
DESIGNED BY: JDM
REVIEWED BY: JDM
DATE: FEBRUARY 14, 2022
C100

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CHATHAM HOSPITAL INC.
/
DB/PG: 1292/1094
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PARCEL ID: 0088077
ZONING:01
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LAND USE: HOSPITAL
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CHATHAM HOSPITAL INC/
DB/PG: 1292/1094
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PARCEL ID: 0084342�/
ZONING:01
LAND USE: HOSPITAL
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GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN
UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EXERCISING REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE
DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S
FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS
F DIRECTED BY THE ENGINEER.
3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES,
INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
\ 4. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED
DURING CONSTRUCTION.
6. SAFETY PROVISIONS: THE CONTRACTOR SHALL COMPLY WITH THE "RULES AND
8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL EXISTING
REGULATIONS GOVERNING THE CONSTRUCTION INDUSTRY" AS PROMULGATED FOR THE
VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS,
HEALTH, SAFETY AND GENERAL WELFARE OF EMPLOYEES BY THE COMMISSION OF LABOR
MANHOLES ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL SUCH WORK SHALL BE
UNDER GENERAL STATUTES OF NORTH CAROLINA, AND 29CFR PART 1926 AND PART 1910.
COORDINATED WITH THE ENGINEER.
ARTICULAR REFERENCE IS MADE BUT NOT LIMITED TO THE FOLLOWING RULES AND
REGULATIONS: BUILDING CONSTRUCTION WORK, DEMOLITION, EXCAVATION, PERMIT REQUIRED
9. UTILIZE SIGNS BARRICADES FLAGMEN OR GUARDS AS REQUIRED TO ENSURE THE
� � � 0
CONFINED SPACES AND TRENCHING. IN ADDITION TO THE FOREGOING SAFETY PROVISIONS,
SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR AND COMPLY WITH THE DEPARTMENT
ACTIVITIES.
OF LABOR SAFETY REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (L 91-54). WHERE THE REQUIREMENTS
10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY
OF THESE ACTS ARE IN EXCESS OF THOSE REQUIREMENTS SPECIFIED, THE REQUIREMENTS
OWNERS AS RE Q
REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. UNDER ABSOLUTELY NO
OF THESE ACTS SHALL GOVERN. SHOULD THE PLANS OR SPECIFICATIONS REQUIRE
CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED
MATERIALS OR METHODS IN CONFLICT WITH THE SAFETY AND HEALTH REGULATIONS, IT
DURING NON -WORKING HOURS.
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST OF THE ENGINEER ANY
CHANGES THAT MAY BE NECESSARY.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED
ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY
7. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL
ENGINEER PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL MAKE REPAIRS AT HIS EXPENSE.
12. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND,
\ ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE. NOTIFY ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.
TOWN OF SILER CITY
\\\8\S\S6 w32 IIVMON DB/PG: 1964/0500
s PARCEL ID: 0092878
ZONING: H—I
83/9- _ LAND USE. VACANT
G S P -(NAD83/11)
_ �WM RN N 718770.88' — ' CAMPUS DRIVE —
E 1876487.76' — — _ EX 60'
PU _
BLIC
= 5'09 E
513.25,
130 OF CHA
DB/PG.
� I PARCEL ID: 0090720
( IN FEET ) ZONING: H—I
1 inch = 40 ft. LAND USE: VACANT
13. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE TOWNS EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
14. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES".
15. ANY LAND -DISTURBING ACTIVITY >1 ACRES REQUIRES COMPLIANCE WITH ALL
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT No. NCGO10000). ANY PERMIT
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE
ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE
WATER QUALITY STAFF AT 704 663-1699)
16. ALL SUBSURFACE DRAINAGE PIPE SHALL BE AS SPECIFIED ON THE PLANS SHEETS
C4.0-C4.1. A
18. ALL CONSTRUCTION ACTIVITY AND MATERIALS SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF TOWN OF SILER CITY AND NCDOT.
19. IN AREAS WHERE 2 FEET OF COVER CAN NOT BE MAINTAINED OVER STORM DRAIN
PIPES, THE CONTRACTOR IS TO SUBSTITUTE CLASS IV RCP.
20. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING REPRESENT
THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES
(ELECTRICAL, MECHANICAL, WATER, SEWER, TELEPHONE, GAS, ETC.) WITHIN THE
CONSTRUCTION AREA WITH THE UTILITY OWNER AND/OR THE APPROPRIATE UTILITY
COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF,
OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CALL
NORTH CAROLINA 1-CALL (FORMERLY ULOCO) AT [phone] AND OTHER UTILITY
PROVIDERS NOT A MEMBER OF THE 1-CALL SERVICE.
21. THERE SHALL BE NO ON -SITE BURIAL PITS. ALL SOLID WASTE GENERATED FROM THE
PROJECT INCLUDING CONSTRUCTION AND LAND CLEARING DEBRIS, ETC. WILL BE PROPERLY
DISPOSED OF OFFSITE IN AN APPROVED DISPOSAL FACILITY.
22. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FEATURES AND TOPOGRAPHY AS
NEEDED DURING CONSTRUCTION STAKING.
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THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
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REVISIONS
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TOWN COMMENTS
CAD
FILE: 19-045 BASE.DWG
PROJECT
NO.: 19-045
DESIGNED
BY:
JDM
REVIEWED
BY:
JDM
DATE: FEBRUARY 14, 2022
C200

SITE
CAMPUS DR
0
m
c
I r
N 0
Rp
LOCATION MAP
NTS
- GRAPHIC SCALE
-� 30 0 15 30 60 120
IN FEET )
- _ - 1 inch = 30 ft.
CAMPUS
5888 .---___ ---___ Ex ' DRIVE
58840 6
1 _
588
- \ _
\
586 _ man"anaftftooft
MEN" ftoft
584 - --------
/ �---- _
582 _ �y� 583.58
B
5.26 HP 580 '----_-----
� -' DI 1 574.5
i/ Ds.' B 57g
a
0 5.26 HP 583.25 583. _ _582-
�q� \ 1 576 RIM 582.04 _
DS s B 581.66 7 5 .16
RD 16 S D
D 584.16
L ���, \ 574.50 RIM BUIL ING #1 ------ s Ds D 1 _ �581.92
Sg RB 19 <<< e-__ -- 581.55
6 578.8 / / F�<< ` </1 < LD IN G - - - - 580.06 / 4Q, ,
�`'\ <
\�zeo, �o ���� 578 5 D -<<-< /< -&-/<� - TORY ' - 579.9
v� 575.70 574.50 < _ / < < C`�,�� < -TgE 576.00 �'; - 1
_ ----- - 575.57 RIM I 18 s <<< j `< 5 �4.50 <� <` <<
_ r --- - 5.5 .25
C R575Ds < Ds S '' 4�Q_` 57857-7.91 \ y
' 575. / <
I -- 57 5. RD C 117D1 s -
_ � Ds 578.33
574.45 _f _ 75.57 75. 7 R E RD D 5• p 57 7
575.26 5 6 75.65 � �1 E-57-4.5O- 577.98 \
574.44 575.26 HP 5� 575.63 ° B RIM S�8 '
_ _ 575.15 - 575�� .43 � DI 12 576.83 \
- _ _-
\\\\��__ ---- 575.15 - �- 575.07 HC , / ����'� - � �, D 575.12 574.55 76.40 6.72
3.98 574.74 G 57 06 _
- -582' _ - 573.39 �HC 575.46 75.6 574.44 6.3a \
\ ^� 573.37 H 75.0 574.91 �j \
v�
\ 573.54 573.33 573.31 - - - - 67& 0 _ _ 57j3.36 H 571 - 57 4 sus 575I97
N,_ _ - 572.56 D /b-573.39 HC 573.89 574. / 575.23 / H ' 574.06 575.95 575.98 \
572.69 572.96 S� 5'75.34 / 574.01
572.8 C 8 RIM HC 4 574.56 573.52 , 574.72
// // � A 573.95 573.97 HC - - \\
� i 572 80 5 / 573.75 -573.52
573.64
' I I 573.00 3.00 , 573.60 i � / 571.75 572.85
N,\
_ 573.04 , 573. 573.5j / 573.64 RIM 572.7 572.87
72S�4
'
570 571.76 5.96 Y 573.5 i / 573.33 - - - \, '_6- 573.44 573.08 5 3.9 572.97
\ N, / / 573.63 / CB 11 u 573.25
N, \ / i / \ ' 572.5 572.78 573.11 �73.75 \ i - 572.27 572.5 572.61 572.59 \ \
\ - - 573 44 72.61 F 572.45 \ \
N, \ / i 569.99 572.93 573.00 73.18 572.09 572.13
5j�03
Qao
Actual
Upstream
Downstream
From
To
Total
Slope
Pipe
Actual
Length
Invert
Invert
Pipe
Rim
upstream
downstream
Discharge
Diameter
Velocity
(From)
(To)
Material
Elevation
(cis)
(Ft/Ft)
(In)
(fps)
(Ft)
(Ft)
(Ft)
(Ft)
CB 8
CB 7
2.99
0.0375
15
8.96
158.06
569.25
56333
HDPE
572.69
CB 7
CB 6
5.88
0.0075
15
5.67
21.00
563.13
562.97
HDPE
566.81
CB 6
CB 5
9.31
0.0200
15
9.25
78.15
562.77
561.20
HDPE
566.91
CB 5
DI 4
23.32
0.0100
24
8.95
38.92
560.45
560.07
HDPE
567.51
DI 4
FES 3
4.84
0.0120
24
0.79
29.38
559.87
559.51
HDPE
567.50
RD 16
DI 15
0.07
0.0100
6
2.15
27.00
573.00
572.73
HDPE/PVC
574.50
DI 15
DI14
0.66
0.0050
15
2.90
79.19
571.00
570.60
HDPE
574.50
DI14
DI13
1.52
0.0050
15
3.52
97.79
570.40
569.92
HDPE
574.50
DI13
DI 12
2.61
0.0050
15
4.04
76.66
569.72
56933
HDPE
574.50
DI 12
CB 11
3.91
0.0110
15
6.01
80.50
569.13
568.25
HDPE
574.50
CB 11
CB 10
6.63
0.0360
15
10.68
147.20
568.05
562.75
HDPE
571.75
CB 10
CB 9
11.26
0.0050
24
5.82
19.98
562.00
56190
HDPE
566.26
CB 9
CB 5
13.56
0.0050
24
6.09
12735
561.70
561.06
HDPE
567.11
RD 19
YI 18
0.07
0.0100
6
2.15
27.00
573.00
572.73
HDPE/PVC
574.50
YI18
YI17
0.20
0.0100
6
2.74
80.00
572.73
571.93
HDPE/PVC
574.50
YI17
DI 12
0.78
0.0100
8
3.87
97.00
571.93
570.96
HDPE/PVC
574.50
RD 22
YI 21
0.14
0.0100
6
2.55
62.00
565.50
564.88
HDPE/PVC
567.00
YI21
YI20
0.72
0.0100
8
3.80
99.00
564.88
563.89
HDPE/PVC
567.00
YI 20
CB 6
1.50
0.0100
10
4.56
16.00
563.89
563.73
HDPE/PVC
567.00
RD 26
RD 25
0.14
0.0100
6
2.55
84.00
565.50
564.66
HDPE/PVC
567.00
RD 25
RD 24
0.50
0.0100
6
3.47
80.00
564.66
563.86
HDPE/PVC
567.00
RD 24
RD 23 A
0.57
0.0100
8
2 3.57
28.00
563.86
563.58
HDPE/PVC
567.00
RD 23
D 4 2
0.65
0.0100
8
3.69
50.99
5 3- 8
6 .0
HDPE/PVC
567.00
RD 36
YI 35
0.07
0.0100
6
2.15
27.00
565.50
565.23
HDPE/PVC
567.00
YI 35
YI20
0.26
0.0100
6
2.94
79.00
565.23
564.44
HDPE/PVC
567.00
RD 29
YI 28
0.14
0.0100
6
2.55
62.00
565.00
56438
HDPE/PVC
566.50
YI28
YI27
0.53
0.0100
6
3.51
99.00
564.38
56339
HDPE/PVC
566.50
YI 27
CB 10
137
0.0100
10
4.46
14.00
563.39
563.25
HDPE/PVC
566.50
RD 32
RD 31
0.14
0.0100
6
2.55
84.00
565.00
564.16
HDPE/PVC
566.50
RD 31
RD 30
0.50
0.0100
6
3.47
84.00
564.16
56332
HDPE/PVC
566.50
RD 30
RD 30A
0.72
0.0100
8
3.79
68.00
563.32
562.64
HDPE/PVC
566.50
RD 30A
DI 4
0.72
0.0100
8
3.79
40.00
562.64
562.24
HDPE/PVC
566.50
RD 34
YI 33
0.07
0.0100
6
2.15
36.00
565.00
564.64
HDPE/PVC
566.50
YI33
YI27
0.33
0.0100
6
3.12
90.00
564.64
563.74
HDPE/PVC
566.50
OC 2
FES 1
537
0.0479
24
11.22
64.70
543.10
540.00
HDPE/PVC
562.50
1. HDPE PIPE SHALL BE ADS N-12 SMOOTH SURFACE INTERIOR DOUBLE WALL PIPE OR EQUIVALENT
2. INSTALL CONCRETE FLARED END SECTIONS.
3. ROOF DRAIN "RD" SHALL BE EITHER ADS N-12 OR SDR 35 PVC PIPE WITH CLEANOUTS AT ALL BENDS.
4. HDPE (WT) PIPE SHALL BE ADS N-12 PIPE WITH WATER TIGHT JOINTS ALL OTHER HDPE PIPES SHALL HAVE SOIL TIGHT JOINTS.
STORM SEWER PIPE AND STRUCTURE SUMMARY
i 572.17
rd
573.13
57247
FFE 573.50
�
572.72
572_.48
572.55
S,
��
\ � �gi i 1.95
572.56
572.45- 572.23
'
GRADING NOTES:
i i �I
\ ? / FT
- r570.3
>� 573.0
CLUBHOUSE
572.76
571.68 5.7
572.00 571.97
571 6
1. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
\ z
aY/ 0. `572.85
E�F�
571 5
571.71 -
71. 5�
571.92
'
INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.
5 0. 6
572.15 572.51
5�
57005 �572.59
3 �'
57�.36 71 451.17
4'
53'1.52
//
//
572.12 1
(� "
571.63 _
571.5�\
571.41
570.84
571.84
II
_HC .58
'
2. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
70 7 570.01 RS 571 20 / 570.68 H SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. CONTRACTOR SHALL VERIFY
DISTURBED ACREAGE: / 5 0.16 H S' 573.42 570.84 f5'11.78 5� 15\ O 570.41 6& LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH LP = RELATIVE LOW POINT
+7.74 AC 337,022 SF / 570_1� 56 9 2 570.76 �2 571.78 PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND EC = EDGE OF CONCRETE
( ) / / - - - - 5 570.23 571.04 570. 1 570.51
/ 569.28 _ 570.41 _ / G \ 1 UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT. RIM = RIM ELEVATION AT
00 570.74 570. A-J 569.78 i / 571.01 570 5 570.12
// 568.98 -, �\ 571.81 56979 5 2.95 .1 570.2 570 6 570. 1 3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK GUTTER/FLOW PATH
SOIL TYPE: _-
`n ��� �`i \ �'18 `"� 5 0. 9 TW = TOP OF WALL
GaC - Geor eville Silt Loam 568.84 56888 568.56 / 571.00 1 TO EXISTING GRADE.
GaB - Georgeville Silt Loam / 569.36 �. \\ 570.22 _69' 569.2 / 5"l0
g / 67.0 i \ \ / 69.08 _-3 37 568.74 �;' 1 4. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING BW = BOTTOM OF WALL
/ 121 568.16 '�� �� TS = TOP OF STAIRS
RI \ / \ 569.96 �y ' LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT.
SOIL LEGEND ' \ 69'48 ,/ ,� 568.40 69.98\ �y BS = BOTTOM OF STAIRS
/ C 568 56gsF7 5BSI_77-HP 56 8 570.36 EC \\ r F; 70. 5. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE / .71 � 568.92 _ 568.95
567.87 567.6 56 / 5-68 89 � 568.4 570.17 SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO
CDs s �R568.2 5 _ _ :�70.18
\ /568.8 568.86 567.84 -567 76 569.9 I REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED. SPOT SHOT TERMS
\R \567:80 � � _ _ - - - 568
E ° 568.64 567.80 567 HC N, 569.84 I 6. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL
/ -�6'$ 19 D Ro 81 A B567.29 567.41 567 60 / k�� 5 .56 HC H �N, 569.58 PITS, TRENCHING, ETC., SHALL BE ALLOWED IN TREE PROTECTION ZONES. NO
/ ps 566.91 _ 567.80 \ 569. 6
F R q HC 69.09 HP �-- 566.96 566.91 569.24 569.56 ' ON -SITE BURIAL WILL BE ALLOWED.
p Ro D B Re i 5 8.76 568.76 566.74 567.28 I - - 568-613
\D D� H 567..` 11 56 61 8.59 567.24 566.97 1 567.29 S 4, \ 7. CALL STORMWATER PROGRAM MANAGER 72 HOURS BEFORE STORMWATER PIPE IS
1 , TO BE INSTALLED FOR SITE INSPECTION. 704 761-2376.
g6$ / - - - - 18 567.25 568.24 HP \\5 67 567.11 / HC I / �567.45 YL 569.37
'R 2 /� 567RIM S �\ o A 68.13 568.04 567.566.81566.E CB A CB/ 567.51 K R �88 Ci I
J5 7. 0 °S FFE: 568.50 _ I B 5 _ 566.90 _ D 67 1' !- / �(DS 566' KEY NOTES:
- - - _ -- o RIM S
R M °� 4_ <4516 DS RO 567 8 7 7 D 568.22 566
s'2s� a 567. D < bs / Ds,� �\ ' OA PROPOSED CATCH BASIN "CB" (NCDOT 840.01 - 1 /C9.2), OG PROPOSED SEATING AREA WITH PARK BENCH. SEE
B I <�j< < -56- a� <<< v r _ CATCH BASIN FRAME AND GRATE (NCDOT 840.03 ARCHITECTURAL PLANS FOR DETAILS. SEATING
/ 26 D _ < °� �.I-� G �� 567.93 567.37 E D 67 D Ds °S �< \ << << < o 2-3/C9.2) ALONG WITH DRAINAGE STRUCTURE STEPS AREA SHALL HAVE A SLOPE LESS THAN 2.0% IN
5 o F Rd% - --- z4_JNIT T � - /,4 'DS C f C YI 3a D 7 s < << �k <<<<` E (840.66) SEE DETAILS 4/C9.2. CONTRACTOR MAY USE EITHER ANY DIRECTION.
E o DS S 3-S ORY <<< < < DS 5 .00 J 6E5.50 ` <` < IRIM ` << < < S BRICK OR PRECAST STRUCTURE FOR ALL STRUCTURES.
/ < < M RD 30A568.08 RIP:. o DS < < < << < << \\ HO HANDICAP PARKING AREA (SHADED AREA) SHALL
/ < D 4 •\ < I \ RD 9 PROPOSED DROP INLET "DI" (NCDOT 840.14 - 5 C9.2 DROP HAVE A MAXIMUM SLOPE OF 2.0% FROM PARKING
W R 3 �f59_oa D 34 \<< G \ ��� INLET FRAME AND GRATE (NCDOT 840.16 - 6/C9.2) ALONG SPACES TO ADA RAMPS AT SIDEWALK.
/ / � \ < WITH DRAINAGE STRUCTURE STEPS (840.66) SEE DETAILS
3-S ORY \ DS \ O PROPOSED FLARED END SECTION WITH RIP RAP
RD os/ 566.50 0 \ \ �� � 5/C9.2. CONTRACTOR MAY USE EITHER BRICK OR PRECAST
5 RIO/ Ro - - _ - a IM_- ° \ FFE: 568.00 °S \ 56 .5 ' STRUCTURE. APRON AT PIPE OUTLETS SEE DETAIL 3/C9.5.
/ --5fi7.00 S 566.50
4S RI
D pg s D RD 32 PROPOSED YARD INLET -------- - E Ro RIM RIM YI' (8/C9.5) SHALL BE A J PROPOSED OUTLET CONTROL "OC 2" STRUCTURE
� - Ds D�' O O
S p 23 ES 3 - - DS D Ro RD- 566.50 NYLOPLAST 6" INLINE DRAIN WITH A 15" STANDARD FRAME FOR SAND FILTER #1 SEE DETAIL 2/C9.5.
Ds Ds Ds \� Ds R R F E AND GRATE 9/C9.5). CONTRACTOR SHALL INSTALL SILT K PROPOSED SAND FILTER #1 SCM SEE DETAILS ON
D 24 s Rp� RD _31 a FENCE UNDER GRATE UNTIL LANDSCAPE ESTABLISHED. O SHEET C4.1.
� � / RIM �o
�/ i /----- � - / h '�o`V o --- - �� I�R �D F 566.50 566
/ - �o - OD CONTRACTOR SHALL INSTALL DROP INLET/CATCH BASIN INLET
I-01y / - - `
566 � \ RD
\ RD 30
11
HDPE PIPE INSTALLATION NOTES:
�'C _ _ - - - \\ \ 566 .50
-
1. THE PRODUCT USED SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR PIPE -- -
_
\ RIM
RIM
`
(TYPE S), CONFORMING TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294/
\
(LATEST EDITION) FOR CORRUGATED POLYETHYLENE PIPE.
/ -'
o� I o
� N (0
1
2. BELL AND SPIGOT JOINTS SHALL BE REQUIRED ON ALL PIPE INSIDE THE
/ I (0�
RIGHT-OF-WAY. BELL SHALL COVER AT LEAST TWO FULL CORRUGATIONS ON
"O"-RING
oc>„
/ LO
1 / h I s
EACH SECTION OF PIPE. THE BELL AND SPIGOT JOINT SHALL HAVE AN
RUBBER GASKET MEETING ASTM F477 WITH THE GASKET FACTORY INSTALLED,
PLACED ON THE SPIGOT END OF THE PIPE. ALL JOINTS SHALL MEET OR
\\ \
EXCEED THE SOIL TIGHTNESS REQUIREMENT OF AASHTO STANDARD
1 /
/
Qoc
SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 23.5.4(E).
\ \
560
PIPE JOINTS SHALL ALSO MEET ALL REQUIREMENTS OF AASHTO M294.
\
562
3. BACKFILL MATERIAL USED TO INSTALL RCP PIPE WITHIN THE STREET
_ 1 564
RIGHT-OF-WAY SHALL BE SELECT MATERIAL CLASS II -IV, AS DEFINED BY
- 564
SECTION 1016-3 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
562
STRUCTURES. UPON SUBMITTAL OF WRITTEN CERTIFICATION OF MATERIAL
` 560
SUITABILITY BY A LICENSED GEOTECHNICAL ENGINEER, NCDOT CLASS I SELECT
` 558 _
MATERIAL MAY BE USED. ALL BACKFILL MATERIAL SHALL BE APPROVED BY THE
- 556
CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE STREET
554
RIGHT-OF-WAY.
552 \
550
548
4. THE MINIMUM LENGTH OF HDPE PIPE PERMITTED FOR USE SHALL BE FOUR (4)
_
546
FEET. HDPE FLARED END SECTIONS ARE NOT PERMITTED.
544
5. ALL HDPE PIPE INSTALLED SHALL BE THIRD PARTY CERTIFIED AND SHALL
/ 542
/ 540 FES 1
BEAR THE PLASTIC PIPE INSTITUTE'S (PPI) CERTIFICATION STICKER.
�••G
1 / -�
i
i
\� 564 0000 S
\NI\S PROTECTION ON DI/CB. SEE DETAIL 6/C9.5.
562 _
0000 \ �\ O CONTRACTOR SHALL CONNECT DOWNSPOUTS FROM BUILDING
560 � � � \\ TO PROPOSED ROOF DRAIN WITH 6" PVC PIPE AT 1.0% MIN.
558 \ DOWNSPOUT LOCATIONS CALLED OUT AS "DS" ON PLANS.
SEE DETAIL 7/C9.4.
0-0
000 �� \�S OF PROPOSED ROOF DRAIN "RD" PIPE SHALL BE EITHER SDR 35
PVC PIPE OR DOUBLE WALL SMOOTH INTERIOR HDPE PIPE
\ WITH PVC FITTINGS. ROOF DRAINS SHALL INCLUDE
CLEANOUTS AT ALL BENDS IN THE ROOF HEADER PIPE.
1 - \
_ �_ _, S48 PER STUDY COMPLETED ON MAY 4
T_ T --- s4 6, 20221 BY SHANNON LANDRUM
s •
WITH AUGUST MACK
ENVIRONMENTAL, THERE ARE NO
'-i WETLANDS LOCATED ON -SITE
Know what's below.
Call before you dig.
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THE DESIGNS AND DRAWINGS SHOWN ARE THE PROPERTY OF
Mc2 ENGINEERING, INC. REPRODUCTION OR USE FOR ANY
PURPOSE OTHER 77-IAN THAT AUTHORIZED BY Mc2
ENGINEERING, INC. IS PROHIBITED. 2021 O
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GRADING
PLAN
REVISIONS
2
3/29/22
TOWN COMMENTS
4
5/9/22
WETLANDS STUDY
CAD
FILE: 19-045 BASE.DWG
PROJECT
NO.: 19-045
DESIGNED
BY:
JDM
REVIEWED
BY:
JDM
DATE: FEBRUARY 14, 2022
C400