SW3121003_APPROVED PLANS_20121212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW,?I
DOC TYPE ❑ CURRENT PERMIT
�D APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Health and
Approved Stormwwater Permit Documents
Construction in ac�niar- - Atii1 these documents is
required by the siounwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (i ))
permit #Scr/3/`%/od3 Date 4 • /L• Z!J/ 6—
by ,C/.diYp
st-sl # �. Revision Date G • 5 >a 16 -
Project Coordinator:
Scott Hunsucker
Vice President of Operations
Wingate University
143 E. Wilson St
RECEIVED Wingate, NC 28174
704-233-8221
q Z015 scotth@wingate. edu
DENROEMLR
lend OuWO Sect Office
Mooreswitie ke8
\ LAWRENCE
/ ASSOCIATES
106 W. Jefferson St.
Monroe, North Carolina 28112
P 704-289-1013 F 704-283-9035
•
•
niversi
Wellness
Center
Town of Wingate, North Carolina
SHEET INDEX :
C-1.0 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN
C-1.1 ENLARGED EXISTING CONDITIONS AND DEMOLITION PLAN
C-1.2 ENLARGED EXISTING CONDITIONS AND DEMOLITION PLAN
C-2.0 SITE PLAN
C-2.1 SITE PLAN
C-3.0 INITIAL GRADING AND EROSION CONTROL PLAN
C-3.1 INITIAL GRADING AND EROSION CONTROL PLAN
C-3.2 FINAL GRADING AND EROSION CONTROL PLAN
C-3.3 FINAL GRADING AND EROSION CONTROL PLAN
C-4.0 NOT USED
C5.0 UTILITY PLAN
VICINITY MAP G5.1 UTILITY PLAN SEWER PLAN AND PROFILE
1 " t 000r
Permit Drawings
Not for Construction
C-6.0 NOT USED
C-7.0 DETAILS
vo�
C-7.1 DETAILS
C-7.2 DETAILS
�
._, • •
. � � rl.. V� � '; I, lit. .•i; i
14/077E

GENERAL NOTES
1) All utilities or structures not designated for removal or modification are to
remain and be protected from damage.
2) All demolition work shall be performed with "due care and diligence" so as
to prevent the arbitrary destruction or interruption of concealed utilities
which are intended to remain in use and the routing of which could not be
predetermined until demolition was started. All such discoveries of utilities
during the demolition process which are in a location different from that
indicated or are unidentified, shall be reported to the architect before
removal for final disposition.
3) All waste material generated from demolition work shall be disposed of off
site in accordance with government regulations.
4) Salvageable fill materials from site demolition determined to be acceptable
by an independent soils testing laboratory shall be utilized for fill material
where appropriate.
5) Any note, or reference to any element, which does not specify action by the
contractor shall be construed as information only.
6) Clear and grub all areas to receive pavement/structures as shown on the
site plan.
7) All structures/utilities designated for modification shall be protected by the
contractor during construction.
8) Strip topsoil, clear and grub as required within construction limits.
9) Contractor shall verify location of all underground utilities prior to beginning
work. Contractor to coordinate any required relocation with the appropriate
agencies.
PHASING NOTE
The existing Sanders Sikes PE building is to be demolished during
Phase 1 of this project.
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Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the atormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 21-1.1006 (j) )
Permit# •Su/3ieL/oo3 Date 6.
bv11t_�An/0.4t.�
Sheet # /. 4 Revision Date 6 • S - ld/S'
GRAPHIC SCALE
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14/077E

DEMOLITION LEGEND
Ex utilities to be removed. See sheet C-3.0, C-3.1, & C-3.2 prior to
removal.
Asph, s/w, conk pads and/or C&G to be removed. Saw cut ex pvmt, C&G, S/W,
etc. to provide straight and uniform line for removal. Ex pvmt, C&G, SAW, etc. not
indicated for removal, which is damaged during demolition/constr, shall be
repaired or replaced to match original condition.
Existing building to be demolished. (PHASE 1)
-N Individual trees/shrubs to remain and be protected.
Individual trees/shrubs to be removed.
Ex. light pole to be removed. Contractor to provide
*LP removed light poles to Wingate University Campus
Facilities.
GENERAL NOTES
1) All utilities or structures not designated for removal or modification are to
remain and be protected from damage.
2) All demolition work shall be performed with "due care and diligence" so as
to prevent the arbitrary destruction or interruption of concealed utilities
which are intended to remain in use and the routing of which could not be
predetermined until demolition was started. All such discoveries of utilities
during the demolition process which are in a location different from that
indicated or are unidentified, shall be reported to the architect before
removal for final disposition.
3) All waste material generated from demolition work shall be disposed of off
site in accordance with government regulations.
4) Salvageable fill materials from site demolition determined to be acceptable
by an independent soils testing laboratory shall be utilized for fill material
where appropriate.
5) Any note, or reference to any element, which does not specify action by the
contractor shall be construed as information only.
6) Clear and grub all areas to receive pavement/structures as shown on the
site plan.
7) All structurestutilities designated for modification shall be protected by the
contractor during construction.
8) Strip topsoil, clear and grub as required within construction limits.
9) Contractor shall verify location of all underground utilities prior to beginning
work. Contractor to coordinate any required relocation with the appropriate
agencies.
PHASING NOTE
The existing Sanders Sikes PE building is to be demolished during
Phase 1 of this project.
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Benchmark:
Top of Fire Hydrant
Elev. 557.28
Ex. parking
ohe
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�Hask s Drive Inv. o
^ I 30Pudic R\W CB
(Mb. 5, File 83A) Rim=55 .
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151�?i�15M1555i V A I / /
Tax#9019022 \
Wingate Unwersity
Db. 184, Pg. 449 \
U parking
r-RCP=54727
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Tax # 09019021
Wingate Univeraity
Db.
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guy wire — guy wire
guy wire
RECEIVED
Y:,JI 2. (k ZT5
DENR-DEMLR
Land Quality Section
Mooresville Regional office
Approved Stormw-ter Permit Documents
Construction in ac:..orctar,ce wain these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
Mans and specs; and certify eomplhnee with the
irmwater riles.
nit #(1 NCAC 2H .1008 (j) )
�w3ioo 3 Date . - 2niy'
112�e/DAIL
A # (' L. Z. Revisbn Date G• 9• ZDIs"
GRAPHIC SCALE
( IN FEET )
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14/077E

DEMOLITION LEGEND
Ex utilities to be removed. See sheet C-3.0, C-3.1, & C-3.2 prior to
removal.
Asph, s/w, conc pads and/or C&G to be removed. Saw cut ex pvmt, C&G, SAW,
etc. to provide straight and uniform line for removal. Ex pvmt, C&G, SAW, etc. not
indicated for removal, which is damaged during demolition/constr, shall be
repaired or replaced to match original condition.
Existing building to be demolished. (PHASE 1)
Individual treestshrubs to remain and be protected.
(�A) Individual trees/shrubs to be removed.
Ex. light pole to be removed. Contractor to provide
*LP removed light poles to Wingate University Campus
Facilities.
GENERAL NOTES
1) All utilities or structures not designated for removal or modification are to
remain and be protected from damage.
2) All demolition work shall be performed with "due care and diligence" so as
to prevent the arbitrary destruction or interruption of concealed utilities
which are intended to remain in use and the routing of which could not be
predetermined until demolition was started. All such discoveries of utilities
during the demolition process which are in a location different from that
indicated or are unidentified, shall be reported to the architect before
removal for final disposition.
3) All waste material generated from demolition work shall be disposed of off
site in accordance with government regulations.
4) Salvageable fill materials from site demolition determined to be acceptable
by an independent soils testing laboratory shall be utilized for fill material
where appropriate.
5) Any note, or reference to any element, which does not specify action by the
contractor shall be construed as information only.
6) Clear and grub all areas to receive pavement/structures as shown on the
site plan.
7) All structures/utilities designated for modification shall be protected by the
contractor during construction.
8) Strip topsoil, clear and grub as required within construction limits.
9) Contractor shall verify location of all underground utilities prior to beginning
work. Contractor to coordinate any required relocation with the appropriate
agencies.
PHASING NOTE
The existing Sanders Sikes PE building is to be demolished during
Phase 1 of this project.
Approved Stormwnter Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction, certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. It 5A NCAC 2H .1008 (D )
Permit # Data
by NC Division of water Quality
Sheet # Revision Date
a �
e
I I i
I I tt t i
I I
1
Approximate location of existing e^ AC I • t £
water main abandoned in place. I t Nil
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Approximate location of existing 8' I t/ t
water main. I I k t
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Rim=554.58 , \ ,
Invert In=550.85 (18')�/
Invert In=549.95 (30')
Invert Out=547.65 (30J
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Stagai Administration Willing
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RECEIVED
Q C� ilJ
J..
DENR-DE $etionR
Land Quality
Mooresville Regional Office
Approved Storn-vantef Permit Documents
w,11 these Construcwn m _cordstormwa ce parr^ tt North Cs oliina 13
required by
designer
rules require that the stormwaer ter y conformity with the
Inspect during construct'on ; omplisnce with the
plans and specs; and ce fY 5
stormwater rulea.( 15A NC AC 2H .1D e(1)6 i
Permit D N6•
by A , / Revision Date�S
She et#��-
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14/077E

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Paving Legend
Proposed Concrete
Proposed Asphalt
Proposed Heavy Duty Concrete
Proposed Stamped Concrete
Site Notes:
1) All boundary and topographic information was taken from a survey by
Lawrence Associates, PA.
2) All improvements and construction shall be in accordance with state and
local standards.
3) All pavement markings shall be four (4) inch white lines unless indicated
otherwise on the drawings.
4) Any discrepancies found in the field shall be called to the attention of the
owner prior to proceeding with the work.
5) Prior to beginning construction, the contractor shall verify that all required
permits and approvals have been obtained from all regulatory authorities.
6) The contractor shall contact all owners of easements, utilities, and
right-of-ways, public and private, prior to working in these areas.
7) Contractor shall maintain the site in a manner such that workman and the
general public shall be protected from injury.
8) Do not scale drawing for actual dimensions, as it is a reproduction and
subject to distortion.
9) All signs, pavement markings, and other traffic control devices shall
conform to the latest edition of the Manual on Uniform Traffic Control
Devices.
10) Any road improvements are to be coordinated with The Town of Wingate
prior to construction.
11) Pipe systems and/or channels located within public drainage easements
are the maintenance responsibility of the individual property owner.
12) Non-standard items in the right-of-way require a right-of-way
encroachment agreement with The Town of Wingate prior to installation.
13) Refer to sheets C-3.0-C-3.3 for grading and drainage.
14) All storm drainage pipe must be NCDOT approved and class 3 or greater.
15) No planting of trees or bushes within right of way unless approved by The
Town of Wingate.
16) All debris is to be disposed of at an approved offsite location.
17) Refer to Architectural plans for actual building dimensions.
18) For exterior lighting, refer to electrical plans.
W.
Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St
Wingate, NC 28174
Phone:[phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
RECEIVED
11 DENR-DEMUR
Land pualitY Section
Mooresville Regional Office
,Xpprovad stormw atur F riA Documents
•nslru ed m accordance wRii these documents is
tired by the storrnwater pam+it. tJ amfth Carolina
require that ttw stormwata.. sYffi _�,designer
h the
-:ct during cot _
and sped;
.cater rules.
GRAPHIC SCALE
( IN FEET )
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14/077E

Paving Legend
Proposed Concrete
Proposed Asphalt
Proposed Heavy Duty Concrete
Proposed Stamped Concrete
Site Notes:
1) All boundary and topographic information was taken from a survey by
Lawrence Associates, PA.
2) All improvements and construction shall be in accordance with state and
local standards.
3) All pavement markings shall be four (4) inch white lines unless indicated
otherwise on the drawings.
4) Any discrepancies found in the field shall be called to the attention of the
owner prior to proceeding with the work.
5) Prior to beginning construction, the contractor shall verify that all required
permits and approvals have been obtained from all regulatory authorities.
6) The contractor shall contact all owners of easements, utilities, and
right-of-ways, public and private, prior to working in these areas.
7) Contractor shall maintain the site in a manner such that workman and the
general public shall be protected from injury.
8) Do not scale drawing for actual dimensions, as it is a reproduction and
subject to distortion.
9) All signs, pavement markings, and other traffic control devices shall
conform to the latest edition of the Manual on Uniform Traffic Control
Devices.
10) Any road improvements are to be coordinated with The Town of Wingate
prior to construction.
11) Pipe systems and/or channels located within public drainage easements
n responsibility of the individual ro owner.
are the maintenance
property
12) Non-standard items in the right-of-way require a right-of-way
encroachment agreement with The Town of Wingate prior to installation.
13) Refer to sheets C-3.0-C-3.3 for grading and drainage.
14) All storm drainage pipe must be NCDOT approved and class 3 or greater.
15) No planting of trees or bushes within right of way unless approved by The
Town of Wingate.
16) All debris is to be disposed of at an approved offsite location.
17) Refer to Architectural plans for actual building dimensions.
18) For exterior lighting, refer to electrical plans.
Pedest
ramjets
22"Dolt
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36'OakG t q
us'
1� 10"Ook 12.Oak
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al
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a 6'Tree
9'Tree 16 ak � 6'oak 'Wt1
Tax #=19031
Gravel Drive Wingate University StM
Db. 6107, Pg. 797 30.Ook�
/ A Magnolio
$„ 2 Slery
$$ 13'Pecon
11 i
_ _ "30%r tn7.2T gilt � _
•� 278.28'
Tax#09019031A
Winged# Unfvail
Db.1519, Pg.160
Lt1 24"Tree
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Tax # 09019022B
Z Wingate Univentity,
S Db. 6360, Pg. 613
6"Tree law
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Propos 18' curb.
Tax # 09019021
Wingate University
3�Db. 423, Pg. 809
Tax#90190
Wingate Unive
Db. 184. Pg. 449
a
TM Ex. parking• D'n9 Ex. parking Ez. parking
=F::
Proposed 74r
S86.04'4YW 236. %—cu guf<er. �� valley
Haskins Drive
30' Public R\W
(Mb. 5, File 83A)
Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St
Wingate, NC 28174
Phone:[phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
RECEIVED
JUL � n 201a
DENR.DEMLR
Land Quality Section
Mooresville Regional Office
. ^oroved Stormwater Permit Documents
±ruction in 11000rdance with these documents is
r-,d by the stormwaler permit. North Carolina
°equire that the stormwater system designer
;.:i d';ring construction; certify conformity with the
..Ant' : Pecs; and oertiy compliance with the
^`u•a%er rules. (16A NCAC 2H .1008 0 )
mW �®Lb Date /Z. Zd15'
,r.4_ 2, / Revision Date S
GRAPHIC SCALE
( IN FEET )
t inch = 30 f L
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14/O77E

Grading Notes
1) Approval of this plan is not an authorization to grade adjacent properties.
When field conditions warrant off -site grading, permission must be obtained
from the affected owners.
2) All contours and spot elevations reflect finished grades.
3) All elevations are in reference to the benchmark.
4) Contractor shall verify the benchmark prior to ground breaking.
5) The contractor shall immediately report to owner any discrepancies found
between actual field conditions and construction documents and shall wait
for instructions prior to proceeding.
6) Contractor shall verify location of all existing utilities in the field prior to
beginning construction.
7) Contractor shall blend new earthwork smoothly to transition back to existing
grade.
8) Refer to geotechnical engineer's report for earthwork specifications and
requirements.
9) Limits of clearing shown on grading plan are based upon the approximate
cut and fill slope limits, or other grading requirements.
10) Lawrence Associates, PA has not performed any geotechnical evaluations
of the subject property and has not made any determinations as to the
suitability of site soils for use as fill beneath proposed buildings, driveways,
or for other uses. All earthwork shall be completed in accordance with the
recommendations of a qualified geotechnical engineer who shall be retained
by the owner.
11) Roof drain piping shall be PVC. Pipe shall have a 1 % slope minimum and a
minimum 2' cover. Refer to the Utility Plan and plumbing plans for roof drain
locations.
12) Contractor shall ensure positive drainage such that runoff will drain by
gravity flow across any disturbed area.
13) Contractor shall take all reasonable measures to prevent tracking mud/soil
on adjacent roadways. Any mud/soil tracked on active roadways shall be
cleaned daily.
Construction Se6Slenow
1) Owner or their representative is to notify all affected property owners priO00
construction.
2) First Land -disturbing activity-Stablize bare areas immediately with gravel
and temporary vegetation as construction takes place.
3) Install initial erosion control measures (construction entrance, inlet
protection, and sift fence) as indicated on sheets C-3.0 and C-3.1 prior to
building demolition.
4) Begin building demolition and maintain all erosion control measures.
5) Upon completion of building demolition (Sanders Sikes), install the
temporary storm drainage, rock inlet protection, and sediment trap as shown
on sheet C-3.0 prior to the installation of the permanent storm drainage.
6) Upon completion of house demolition install the temporary storm drainage
D122-FES21, temporary diversion ditches, and sediment trap as shown on
sheet C-3.1.
7) Once all initial erosion control measures are installed the contractor can
proceed with grading and the installation of the permanent storm drainage
and inlet protection as indicated on sheets C-3.2 and C-3.3.
8) Upon completion of the permanent storm drainage installation and erosion
control measures the contractor may remove the temporary sediment trap.
9) Apply temporary or permanent stabilization measures immediately on all
disturbed areas were work is delayed or complete.
10) Install necessary erosion and sedimentation control practices as work takes
place.
11) Last construction phase -Stabilize all open areas including borrow and spoil
areas. Remove and stabilize all temporary control areas.
12) All erosion control measures shall be constructed in accordance with the NC
Erosion and Sediment Control Planning and Design Manual.
13) The contractor shall diligently and continuously maintain all erosion control
devices and structures to minimize erosion.
14) Additional erosion control measures may be required during the course of
this project.
Erosion Control Notes
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground
stabilization within 7 days, all other areas are to have ground stabilization
within 14 days.
2) Any off -site borrow and waste required for this project must come from an
approved erosion control plan site, a site regulated under the Mining Act of
1971, or a landfill regulated by the Division of Solid Waste Management.
3) Debris from demolition activities should be disposed of at an approved
facility.
Top of Fire Hydrant
V,13;
Elev. 55728
Ex.parking Ex parking
- I
� I
1 I- -
4 �
1 Lw� I
w----W-
1 -'wr _�_Haskins Drive
^ / 4n 30' Puyic R\W CB
? (Mb. 5, 7Rle 83A) Rim. 1.99
111 r� Q/
11 J O IR ##558151
♦n InveFI &455.S
/
•�ndl /� I I
>
/N Ex. parking / Ex. parking CD.a
/ I I � v W I
In
27 ,..
-
-ss---- ss----ss --
s 1'53• w �z5.oa
„ - - - Haskins Dri1�
I I Eds6re call pale fo rem /
----i-ss----ss----ss----SS----ss----ss---L-ss ---ss- �--
Pnop�tl temporary 1101
\\ 20
ta�z^Y-
l
5
`- - -
/
@
\ \
x 554.39 `q1 Invert In=550.0 x 551211
` Invert Out--549.80
��-5
/
x 554.24
I = 55514 / - - -----
I I 1 559.76
\
J
x
-
554.46
I I I \ \
I
"-Pnopoyd-sediment trap.
I
I I 1
Bottom Dimensions 13'x33'
I
4n 47y4
I
I
Top Dimensions 34x54'
.0'
I ax # 09019020 /
I
Required Vaume=l,8 a
Tax # 09019064
/rh�951
I
I 7 to Unlvarsily
/ I I / Mb. 5, Pg. 83A /
1 I 1 \ 5501 x Designed vauma=t�900 of Wingate University
90 = 55�70 /I x 55664 I /
E**VTerWsCout
55125
5529 x I I I )
1 I
.I I
1 1
Ix 55606 I I ))
I I 1 x 555.11 +r; 1 , 55529x I I I I I x- •- x- x- "-xL-
_�-NQ x 559.79
Gazebo x-_-
I
I
I II 111 1 bioylol \\ � I � I I
Co
Ex. Clean -out
1 x 55621 5ate
x 5k68 I I x 59. I I p our an
x 556.11 I I peter
I 1 1 �/�--� .10x meter
= 554.\ � / / / I i i I
� � 1 Exit#rgT47mYsCourt
l �
/ x 5%.52
1\ 11 11 x 555.07 r\55697 1\
5%34x I I $
SOUR 1 \ 1
Rim=554.58 1 \ 1 \ i "' - _ / \ I 1
Invert In=550.85 (18") \ 1 1 \ - - - i5�� - - L \ \ an
1 Invert In=549.95 (30")
Invert Out=547.65 (30-J £ i x5"
--SD ----SD----SD----sD-Ev.lewcv SD 1\ f 554a4: Sf27
- T
555 \
\" \\ \
DI x 54525 `�?\ \ 1 ( \ \ \
Rer�553.88 - met --RiIn-5517,3 ) I I \ x
/ - In in=547. \t/ _ - -w - -e j -w 1 \
/ .61wt Out= 7. �• Inx kr 15" RCP
I \
1 �\I I Inv. u1 30" 7s6 \ I d� ( - L -sip rz ecal I ,, 4 �x -
-w---W---1w----w-r�-w-- - __V4-w 1 (� Inv. Ou RCP-547.36 \qj`S r { I "--sot. rod+ \ -=e ef) I 560-
( p-559- -
/ Storm mohh le
ll £ ,p� 191 Covered 171.8' 74.T
Concrete Walk* S0
� .'P/ 1 1 of Rim-553.34 �\� \ x
/ / 1 1 7 Inv. In 3r RCP=%7.32 \ \
Inv. Out 30" RCP--5 \ \ \ '"= 48 &g` I I
m / £ 1 $ o L\\ \ \\ \ Asphalt Parking
SS
1 terx 55348\
-g SS - - _ / 30.0' \ \\ \ \ \ \ \ \ x 559.35 55983
x 553.70 FIFE
I , Charles A Cannon complex I Rirja-55 .28 \ \ 1�`, x SSfl64 a,� - -559- - `
Iny 0 11 RCPC 5454 \ 7P\ _ , 55gt8
TV iJ. Out112' RC=545�01
/ x 555.27 FFE 553.69 x ce
Dick I / 5 \
A1AustinDick um 1 ( {t \ \ DI 7.5'
\ t \. I
Rim-551.90 / S\
1 1 1 12" CPJ54582
I 1 1
t 1
I t
I 1
It
I I \ -552- 11 \
I 1XI \ $ \
Irrigation
Control \ t
valve (IVC)
K 552.17
\ - -
\ Rim-549.87
/ lav_ In=542.10 x 5501e
Inv. Out '-541:97
549
NC \ woot
J 1O e` / \�---
- - - - SS - - - - SS 4&- - - -SS
Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St
Wingate, NC 28174
Phone:[phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
Gradng Plan Leaend
MIIIIIIIIIIII Denuded Limits
5W Existing Contours
ElHardwire Cloth & Gravel Inlet Protection
13 Block and Gravel Inlet Protection
Rock Inlet Protection
x 556.11 Existing Spot Elevations
Construction Entrance
nv. n 8 Asphalt Parking
Inv. Out 12" RCP=545.76 \
2 \
clean_aut A --\-� RECEIVED
0e 5ta t.o• ;� sD R
1 Rim-5 .5
FFE 5•64 it 1.0 R I \Inv. 1� 2" CP=543.71 �-
Iw. 06 1 RCP=543.58 1� I 2 0 ? 0
DENR-DEMLR
EdwardL. west Center I I 1 / _ Land Quality Section
& Human Performance lab �I 31 \ Mooresville Regional Office
Brick /
I\ 'A0
1 /
.�t DI 1 \ Asphalt Porki3
p Rim-551.61 I
\ \ \ Inv. Out 8" PVC 549.19 0�
19.0' 70.V 19.W / I
\ \ GOV I : nproveid Stormwater Permit Documents
\ x 55M / / stmetion in accordance with these documents is
s63xQ \ \s concrete patio / \ � d by the arormwater permit. North Carolina
\ \ x 552,96 ;wire that the stormwater system designer
\ \ / -ring construction; certify conformity with the
.:cecs; and certify compliance with the
\ - - __WdL v Ri -551 30 i +Iles. (15A NCAC 2H .1008 (j) )
0 In .-In-I RCP=540.69 /00,•� Date C • /L • 7U! J
\ - - .- - - _� - /�� 1\ In . In tl PVC=P=540
_ In .Out 72" RCP=540.62 owl .�
0 - ,Y a _Revision Date G S• Z4r5
01
8"Pk4'7 PIm-Sda 90 r
Ex Concrete Sklaw k ` \549� cancrete
- 1
/iVa) 11 548-�__---
I water0 I -
meter N
N `.
Stegall Administration Building
Brick
GRAPHIC SCALE
( IN FEET )
t inch = 30 &
D
0
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14/077E

QPadita go
Aey
1) Approval of this plan is not an authorization to grade adjacent properties.
When field conditions warrant off -site grading, permission must be obtained
from the affected owners.
2) All contours and spot elevations reflect finished grades.
3) All elevations are in reference to the benchmark.
4) Contractor shall verify the benchmark prior to ground breaking.
5) The contractor shall immediately report to owner any discrepancies found
between actual field conditions and construction documents and shall wait
for instructions prior to proceeding.
6) Contractor shall verify location of all existing utilities in the field prior to
beginning construction.
7) Contractor shall blend new earthwork smoothly to transition back to existing
grade.
8) Refer to geotechnical engineer's report for earthwork specifications and
requirements.
9) Limits of clearing shown on grading plan are based upon the approximate
cut and fill slope limits, or other grading requirements.
10) Lawrence Associates, PA has not performed any geotechnical evaluations
of the subject property and has not made any determinations as to the
suitability of site soils for use as fill beneath proposed buildings, driveways,
or for other uses. All earthwork shall be completed in accordance with the
recommendations of a qualified geotechnical engineer who shall be retained
by the owner.
11) Roof drain piping shall be PVC. Pipe shall have a 1 % slope minimum and a
minimum 2' cover. Refer to the Utility Plan and plumbing plans for roof drain
locations.
12) Contractor shall ensure positive drainage such that runoff will drain by
gravity flow across any disturbed area.
13) Contractor shall take all reasonable measures to prevent tracking mud/soil
on adjacent roadways. Any mud/soil tracked on active roadways shall be
cleaned daily.
Construction Seauerw.e
1) Owner or their representative is to notify all affected property owners prior to
construction.
2) First Land -disturbing activity-Stablize bare areas immediately with gravel
and temporary vegetation as construction takes place.
3) Install initial erosion control measures (construction entrance, inlet
protection, and silt fence) as indicated on sheets C-3.0 and C-3.1 prior to
building demolition.
4) Begin building demolition and maintain all erosion control measures.
5) Upon completion of building demolition (Sanders Sikes), install the
temporary storm drainage, rock inlet protection, and sediment trap as shown
on sheet C-3.0 prior to the installation of the permanent storm drainage.
6) Upon completion of house demolition install the temporary storm drainage
DI22-FES21, temporary diversion ditches, and sediment trap as shown on
sheet C-3.1.
7) Once all initial erosion control measures are installed the contractor can
proceed with grading and the installation of the permanent storm drainage
and inlet protection as indicated on sheets C-3.2 and C-3.3.
8) Upon completion of the permanent storm drainage installation and erosion
control measures the contractor may remove the temporary sediment trap.
9) Apply temporary or permanent stabilization measures immediately on all
disturbed areas were work is delayed or complete.
10) Install necessary erosion and sedimentation control practices as work takes
place.
11) Last construction phase -Stabilize all open areas including borrow and spoil
areas. Remove and stabilize all temporary control areas.
12) All erosion control measures shall be constructed in accordance with the NC
Erosion and Sediment Control Planning and Design Manual.
13) The contractor shall diligently and continuously maintain all erosion control
devices and structures to minimize erosion.
14) Additional erosion control measures may be required during the course of
this project.
Erosion Control Notes;
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground
stabilization within 7 days, all other areas are to have ground stabilization
within 14 days.
2) Any off -site borrow and waste required for this project must come from an
approved erosion control plan site, a site regulated under the Mining Act of
1971, or a landfill regulated by the Division of Solid Waste Management.
3) Debris from demolition activities should be disposed of at an approved
facility.
� P I r•r+. (
i I I
N
If
\\` —/ I I , 9"Tree^y, 6"Tree �('^l
22.Ook � � / o?�?C jr'"i' \ {�a 2rTree
,\ I 36"0ak l J // ._ / �N�o
—10 Wal_
nut —� — \— — 1 _ J — — \ 40
\ \ I I , Tax # 09019022B ,
27"Oak ok B°Oak 12"Oalc"Oak \\ zty
"Tree \ I \ \ `\ \ 1 / /l 1 Db. 535ouPWingate g is
o II \ �� \ i 1` I , / / /latyiIi \
9lr �C�enalrt
I o 3"Mnaia
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\ \ 1 9'Tree 1 6\pak \ \�-•-� \ `\ \ N VI I / / / \ /
; 11 \ot9o31 y I \ \/\,
ro \ OD. 107, niversi
Pg. 797 \ 30 Doi' \ /
\ \ I ) \ S 3•Magndio \ \ \ '09'g4" W I
\ \ 2 \ `\ \� 1 Free
` \ — 13•Pecon\
214"Tree 4 %
8 . %�
s e4°t r`,�r.z '—_c�1Treei
_--
_ - _ - _ - - - - - - _ Class Mrp�' B / Tax #oeolsozzc
\ \ ` — _ -54s- - \\ \\\ �\ 1 Class a'eP ion / /W UnhreraMy I Im
1 � 550— — \\ na \ I I I { / 13' • �/ Db. 795, Pg. 315WA
i N
Thit=18
\ \ 1 I I / / / / P sedirrontt trap #2
wra" qKw
I
C
Z /ji — _ — 9%- tr . < F \\\I r �l I // I / / / W Dltnensi rre30'A 9W I I
7-- +si to rst�y- �, _<... I I I / / N 1 Zrr� V4 lme-I d 1 I I
Db.1519, Pg) °
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Tap 12� ( I
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nwearz� \`1s'�i1\\\\ 11
fees, I I I � f I 1 1 Taxtloso1ao22A
Wrig its University
/ Asa I 1 / Db.?on, Pg.424
4? ' r
s L^zo'3e 177.89;
1 , IIII\ I, \ �59.29'// /, \
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/ 2\ WT. -.
WTingate Uaxt=e
.& � Benchmark
Top of Fire Hydrant h
Elev. 567.28 \ /
Ex poking Ex Ping / Ex. parking
— / N
i
i R AWWAA-d4" W 9 .
Tax # 09019021
Wingate Universily,
�Db. 423,Pg. 809
K
\
/
/ U. parking
wu
0
,l ^—w--
—
Film=55�
n.Inv.
'w 1-
���W`— — — —W _
�Hasrtn Is Drive
In 1 P=648.52
mv. ourjraRCP17.27r
w S 1'S3" W 125.001 -
f 1—
- yw-
11
K
(
%
ro 30' Pu is R W CB
Rim=551.99
- —
--'�j.,r.ert1MR)
..aymea+rsgs----ss
I ®---
, a.nesaar —
`- --- r I I Existing
/ 1
(Mb. 5. Ile 83A)
—
ss-- ss-- ss s--4-ss-- ss- ss-
- - - -- ------s\s----
— — SS----55--
1 �
I
_fin/
1
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Pmpdeed temporary 5 D_PE.
/
10' @ z9b . sszza
Inverttn-550.0
/ / I . sss.0 , — — - _ — — — — — ——
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1
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Invertt7ut-549.80
—155,
55976
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In w#t Out=655.53
o, /
\ \
33.0'
—�
r 554.46 1 (
. r
e.
/
Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St -
Wingate, NC 28174
Phone: [phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
tradno Plan Leaxx#
111111111111110 Denuded Limits
5-0- Existing Contours
EHardwire Cloth & Gravel Inlet Protection
13 Block and Gravel Inlet Protection
Rock Inlet Protection
x 556.11 Existing Spot Elevations
� Temporary Diversion
Construction Entrance
RECEIVE®
DENR-DEMLR
Land Quality Section
Mooresville Regional Office
Approved Stormwtrter Permit Documents
Construction in accordance with these documents is
required by the stomwvater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwatef rules. (15A NCAC 2H .1008 p) )
Permit # JW&t O d Dated • /L • V_'L
Revision Date G • 9. 20/S
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft_
0
0
gi
y
41
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e
4
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C-3.1
f
14/077E

OradM Notes
1) Approval of this plan is not an authorization to grade adjacent properties.
When field conditions warrant off -site grading, permission must be obtained
from the affected owners.
2) All contours and spot elevations reflect finished grades.
3) All elevations are in reference to the benchmark.
4) Contractor shall verify the benchmark prior to ground breaking.
5) The contractor shall immediately report to owner any discrepancies found
between actual field conditions and construction documents and shall wait
for instructions prior to proceeding.
6) Contractor shall verify location of all existing utilities in the field prior to
beginning construction.
7) Contractor shall blend new earthwork smoothly to transition back to existing
grade.
8) Refer to geotechnical engineer's report for earthwork specifications and
requirements.
9) Limits of Gearing shown on grading plan are based upon the approximate
cut and fill slope limits, or other grading requirements.
10) Lawrence Associates, PA has not performed any geotechnical evaluations
of the subject property and has not made any determinations as to the
suitability of site soils for use as fill beneath proposed buildings, driveways,
or for other uses. All earthwork shall be completed in accordance with the
recommendations of a qualified geotechnical engineer who shall be retained
by the owner.
l l) Roof drain piping shall be PVC. Pipe shall have a 1 a/o slope minimum and a
minimum 2' cover. Refer to the Utility Plan and plumbing plans for roof drain
locations.
12) Contractor shall ensure positive drainage such that runoff will drain by
gravity flow across any disturbed area.
13) Contractor shall take all reasonable measures to prevent tracking mud/soil
on adjacent roadways. Any mud/soil tracked on active roadways shall be
cleaned
daily.
Co sh W{MI sequence,
1) Owner or their representative is to notify all affected property owners prior to
construction.
2) First Land -disturbing activity-Stablize bare areas immediately with gravel
and temporary vegetation as construction takes place.
3) Install initial erosion control measures (construction entrance, inlet
protection, and silt fence) as indicated on sheets C-3.0 and C-3.1 prior to
building demolition.
4) Begin building demolition and maintain all erosion control measures.
5) Upon completion of building demolition (Sanders Sikes), install the
temporary storm drainage, rock inlet protection, and sediment trap as shown
on sheet C-3.0 prior to the installation of the permanent storm drainage.
6) Upon completion of house demolition install the temporary storm drainage
D122-FES21, temporary diversion ditches, and sediment trap as shown on
sheet C-3.1.
7) Once all initial erosion control measures are installed the contractor can
proceed with grading and the installation of the permanent storm drainage
and inlet protection as indicated on sheets C-3.2 and C-3.3.
8) Upon completion of the permanent storm drainage installation and erosion
control measures the contractor may remove the temporary sediment trap.
9) Apply temporary or permanent stabilization measures immediately on all
disturbed areas were work is delayed or complete.
10) Install necessary erosion and sedimentation control practices as work takes
place.
11) Last construction phase -Stabilize all open areas including borrow and spoil
areas. Remove and stabilize all temporary control areas.
12) All erosion control measures shall be constructed in accordance with the NC
Erosion and Sediment Control Planning and Design Manual.
13) The contractor shall diligently and continuously maintain all erosion control
devices and structures to minimize erosion.
14) Additional erosion control measures may be required during the course of
this project
Erosion Control Notes
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground
stabilization within 7 days, all other areas are to have ground stabilization
within 14 days.
2) Any off -site borrow and waste required for this project must come from an
approved erosion control plan site, a site regulated under the Mining Act of
1971, or a landfill regulated by the Division of Solid Waste Management.
3) Debris from demolition activities should be disposed of at an approved
facility.
ti Top of Fie Hydrant \
t Elev. 557.28
f j Ex parking Ex parking \
C
/---w-586°04 1' 2
W----W_
Haskins Drive
Pu is R\W
(Mb. 5, 1e 83A)
too
E ta�lecepeel /o
I
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i 1
t
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Rim=554.58
Invert In=550.85 (18') \ t t
1 Invert In=549.95 (30-) 19 t t
Invert Out=547.65 (30*4 £
--SD ---__SD----SD-_--SD-r9d1r_R('A SD )\ i
Convert exiong 15
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C f
rx./Concrets Walk
v v1 V ter
--ss----
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Structure
Upstream
"'Rim
Slope
(ft/ft)
Pipe Length
(ft)
Pipe Size
(in)
Invert
Upstream
Invert
DOtanStresm
Notes
Upstream
Downstream
JB1
Ex FES
549.0
0.0163
129.1
30
543.70
541.59
D12
JB1
550.0
0.0070
80
30
544.46
543.90
D13
D12
553.0
0.0070
108
30
545.42
544.66
D14
D13
553.5
aw71
41
30
546.73
W.62
D15
D14
553.75
0.0f00
72
30
547.65
546.93
ExJB (N)
D15
-
-
-
30
-
54995
ExJS (W)
D15
-
-
-
18
-
550.85
D16
D13
552.5
aoa50
47
15
546.90
54G67
D17
D16
551.5
0.0050
34
15
547.07
546.90
D18
D17
552.0
0.0050
60
15
547.37
547.07
Dl9
D18
551.0
0.0050
134
15
548.04
547.37
D122
FES21
551.0
amoo
166
24
544.16
542.50
Ex JB
D122
553.31
0.0052
131.6
18
546.79
546.11
Ex CS
Ex JB
551.62
0.0043
86.6
18
547.27
546.90
CB 10
Ex CB
552.0
awso
24
15
547.59
547.47
C8II
Ex CB
557.0
aom
103.6
18
547.66
546.90
CB12
CB11
557.0
0.0075
24
18
548.06
547.88
D113
CB12
554.6
0.0070
34.5
18
548.50
548.26
D114
D113
555.0
0.0060
143.0
15
549.61
548.75
D114A
C812
552.25
0.0080
51.5
15
548.62
548.31
JB16
FES15
551.0
0.0050
18
30
546.34
546.25
O'R/ngPipe
JB17
JB16
552.50
0.0050
200
24
547.56
54656
O'R/ngPipe
Ex CB
JB17
551.68
0.0050
24
24
547.78
547.66
O'Ring Pipe
JB18
Far CB
552.85
aw51
71
15
SM44
546.06
O'RingPipe
D119
JB18
552.50
0.0050
70
15
548.89
548.54
O'R/ng Pipe
CB20
JB16
551.0
aom
75
15
547.97
547.59
ORingPipe
Ex CB
Ex C8
553.11
0.0424
32.8
15
549.75
546.37
' Contractor to tie all building roof drains into storm drainage system. See Architectural plans for down spout locations. Roof
drains are to be installed at a minimum of 1 % slope.
"Proposed catch basin rim elevations are to the top back of curb.
Austin Auddodum
Bddt
/ Ex. parking
N
I
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Rkn = 62
Inv. In 151°CMP--548.52
Ex / / Ex park
wu
142 S a8°21'53' W 125.00'
�RCP-647.27 �vll-- H - - askins D
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.st x Tax # 09019054
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554
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In out 12
RCP=545.76 \
❑
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x9 51.0' 1.0'
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x 1.
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I Inv.0
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EQward L west Center
14
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29
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CoDtrafu, CtQMVO 1 - -548- ` 1
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Stegall Admirristratlan Bulling
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Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St
Wingate, NC 28174
Phone:[phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
Qradit8 Plan Legerxk
s s Denuded Limits
�00 - Existing Contours
3e0 Proposed Contours
❑ ❑ Silt Fence
Hardwire Cloth & Gravel Inlet Protection
x 556.11 Existing Spot Elevations
X 6W.X Proposed Top of Concrete
Spot Elevations
Construction Entrance
RECEIVED
np0 Iti
DENR-DEMLR
Land Quality Section
Mooresville Regional Office
Approved Stormwater Permit Documents
Construction in accordance w4i these documents is
required by the stomwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; cattily conformity with the
plans and specs; and certify compliance with the
stommvater rules. (15A NCAC 2H .1008(j))
Permit V-100. 300.Dete_L-/L• &/J
ter h? Q/M/o A.bt,
Sheet # -3T Revision Date G L g
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
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C-3.2
14/077E

Gracku Notes
1) Approval of this plan is not an authorization to grade adjacent properties.
When field conditions warrant off -site grading, permission must be obtained
from the affected owners.
2) All contours and spot elevations reflect finished grades.
3) All elevations are in reference to the benchmark.
4) Contractor shall verify the benchmark prior to ground breaking.
5) The contractor shall immediately report to owner any discrepancies found
between actual field conditions and construction documents and shall wait
for instructions prior to proceeding.
6) Contractor shall verify location of all existing utilities in the field prior to
beginning construction.
7) Contractor shall blend new earthwork smoothly to transition back to existing
grade.
8) Refer to geotechnical engineer's report for earthwork specifications and
requirements.
9) Limits of clearing shown on grading plan are based upon the approximate
cut and fill slope limits, or other grading requirements.
10) Lawrence Associates, PA has not performed any geotechnical evaluations
of the subject property and has not made any determinations as to the
suitability of site soils for use as fill beneath proposed buildings, driveways,
or for other uses. All earthwork shall be completed in accordance with the
recommendations of a qualified geotechnical engineer who shall be retained
by the owner.
11) Roof drain piping shall be PVC. Pipe shall have a 1 a/o slope minimum and a
minimum 2' cover. Refer to the Utility Plan and plumbing plans for roof drain
locations.
12) Contractor shall ensure positive drainage such that runoff will drain by
gravity flow across any disturbed area.
13) Contractor shall take all reasonable measures to prevent tracking mud/soil
on adjacent roadways. Any mud/soil tracked on active roadways shall be
cleaned daily.
Construction Setauence
1) Owner or their representative is to notify all affected property owners prior to
construction.
2) First Land -disturbing activity-Stablize bare areas immediately with gravel
and temporary vegetation as construction takes place.
3) Install initial erosion control measures (construction entrance, inlet
protection, and silt fence) as indicated on sheets C-3.0 and C-3.1 prior to
building demolition.
4) Begin building demolition and maintain all erosion control measures.
5) Upon completion of building demolition (Sanders Sikes), install the
temporary storm drainage, rock inlet protection, and sediment trap as shown
on sheet C-3.0 prior to the installation of the permanent storm drainage.
6) Upon completion of house demolition install the temporary storm drainage
DI22-FES21, temporary diversion ditches, and sediment trap as shown on
sheet C-3.1.
7) Once all initial erosion control measures are installed the contractor can
proceed with grading and the installation of the permanent storm drainage
and inlet protection as indicated on sheets C-3.2 and C-3.3.
8) Upon completion of the permanent storm drainage installation and erosion
control measures the contractor may remove the temporary sediment trap.
9) Apply temporary or permanent stabilization measures immediately on all
disturbed areas were work is delayed or complete.
10) Install necessary erosion and sedimentation control practices as work takes
place.
11) Last construction phase -Stabilize all open areas including borrow and spoil
areas. Remove and stabilize all temporary control areas.
12) All erosion control measures shall be constructed in accordance with the NC
Erosion and Sediment Control Planning and Design Manual.
13) The contractor shall diligently and continuously maintain all erosion control
devices and structures to minimize erosion.
14) Additional erosion control measures may be required during the course of
this project.
Erosion Control Notes
1) All exposed perimeter areas and slopes greater than 3:1 are to have ground
stabilization within 7 days, all other areas are to have ground stabilization
within 14 days.
2) Any off -site borrow and waste required for this project must come from an
approved erosion control plan site, a site regulated under the Mining Act of
1971, or a landfill regulated by the Division of Solid Waste Management.
3) Debris from demolition activities should be disposed of at an approved
facility.
r I�4 Ll t t
It
\ I1e I 9'Tree I 6'Tree \ \ \ o /
1 \ 22"00 / ` 22rTreeFJ
o Walnut -< —� — \— — 1_ — --I — — \ 40 \ 'I' I
`� \ \ Q I I \ _ - — — — \ / I / / / Tax#090190223
12'00k / \ I
T"Oa Oak \ "Oak 1 �•�x I �k \ \ 2'Tree \ \ II \ \ \ \ \ \ y 4 Y f / / i - / / /` /1 r b. 5350, Pg. 613
\ `.i I \ $ �rbl
cona,ameJo 'I\3"Tee"aryolaw
`gym \ Emn Proposed?\\ waygradinreg�/drlbe 0
tlrelrteriorof ` I j(ree/O// (/ /)tr
Q 3=�\ 1 1\6'Tg \ \ \ the basin. I I
\ \ \ 1 9"Tree t 6 pak
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\ i \ ) Db. �ia UnNersity
107, Pg. 797 \ 30 Oa'Tc�r-=�)l
\ J ) � 3'Magtdio
\ \ 111" tleM O 13 Pecan
s •o3'ya• w 17,21.5tr
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• \ _ , _ = - - - - - - - - - - -5a9— - _ I I / �Gis i�iz(P sap Apmn/ / uvi univenmy I m
/w / I / Db. 5795. Pg. 315 I ,
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Contractor to rovids a conaete, 1 ` — _ \ . \ — c I 1 1 1 \ I / \ / I t
washout station within this area. 1� \
station Is to be removed prior to erosion control �(nwithin - j►— \\\ \\\\\\� \ / J�/— II I I i I I I / / B20
measures gradingor
installed \ I
this area. �a� 5
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Wingate University 'y
I IN 31 01NMI D. 423, Pg. 809 m 1
a.swao amws.n 1
/ � _- \ �, N sir. / - � 1 \ I •�i l$ I
yI / Tax
X I /� Ingate Un -n
1 i
II ; J i 6 j 0.184, Pg • \ ; Ir/cn. n
Benchmark: R ��y
Top of Fire Hydrant / / m • `� 9 I
Elev. 55728
Ex parking Ex. parking \ : y Ex. parking / parking r'�,
/y I WM
1 /---=-S88°04t 1' 2: i-w-t------w----w----
a / Rim -582
- - - -w — Inv. In 15�'CMP-�18.52 I'w s 1'53' W 125.00�
r �Has4s Drive Inv. C, 1ffi'!Cn7.27 — — —
/ 30 Pudic R\W wo \ r^I I Irrasypare,
(Mb. 5 fnie 83A) CB10---ss----ss----ss-- ss-- —ss --—ss----ss----ss----s\s---_SS ----ss--
E
5
= s� ss76 I
Site Data:
1) Owner
Wingate University
Attn.: Scott Hunsucker
143 E. Wilson St
Wingate, NC 28174
Phone:[phone]
2) Tax Parcel ID: 09019054
3) 4.2 Acres Disturbed
4) Site drains to Meadow Branch
5) Existing Use: Sanders -Sikes PE Building
6) Proposed Use: Health and Wellness Building
7) Soil Types: BuB & CmB
Samoan� 1101111011101 LSD uded Limits
Existing Contours
—500 Proposed Contours
❑ Silt Fence
Hardwire Cloth & Gravel Inlet Protection
x 556.11 Existing Spot Elevations
x 6MM Proposed Top of Concrete
Spot Elevations
Construction Entrance
RECEIVED
a ?rJ15
DENR-DEMLR
Land Quality Section
Mooresville Regional Office
Approved Stormwater Permit Documents
Cn fat action In accordance with these documents is
re , by the stormwater permit. North Carolina
r r '•^ Chet the stormwater system designer
Ing construction; certify conformity with the
��scs: and certify compliance with the
r (15ANCAC21-1.1008(j))
,Su�,3/�l00 � Date G •/L • Z•0!S
m avNQ:s�
-., 3, 3-_Revlslon Date G • 4 • ZO/
GRAPHIC SCALE
( IN FEET )
t inch = 30 ft.
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C-3.3
14/077E

DEWATERING
er•pgr•oro •8 •�•� �
COMPACTED ZAINN
W(re Fence
P/asGc or lMre 77es
FLOW STABILIZATION MEASURES FOR ALL DISTURBED AREAS:
L
CRETE BLOCK
SEEDING TO BE COMPLETED IMMEDIATELY FOLLOWING ANY COMPLETION OF THE A PROJECT PHASE.
O O
(within 14 catendar days of completion of any phase of grading)
•SY6B/POO
PRIOR TO SEEDING, SCARIFY SOIL TO A DEPTH OF 46 INCHES TO ENHANCE GERMINATION &HELP IMPEDE
STORMWA7ER RUNOFF. (SEE SPECS FOR DETAILED SEED BED PREP INFORMATION)
Nafuya/Ground
SOIL AMENDMENTS (ALL SEED MIXES)
RAgrFAII C
InnnnnnnnnnO B
IN THE ABSENCE OF SOIL TESTS, FERTILIZER AND LIME WILL GENERALLY BE APPLIED AT THE FOLLOWING RATES:
At seed bed preparation incorporate:
-Ground Agricultural Limestone =4,0001aacre'(Per sail test but not less than 2000 Weals)
-Super Phosphate 0.20-0or 0-261-8=5001b/aae
At Seeding Time add:
17-17-17=6001b/acre OR 10-10-10=10001blame
•
Maintenance LIQUID LIME OR ALTERNATIVE FERTILIZERS MAY BE SUBSTITUTED IN VARIOUS SITUATIONS.
$rP ��EA..,•
Inspect temporary diversions once a week and after every rainfall Immediately remove MULCH & LINING / SLOPE PROTECTION NOTES:
rA0.�.Secilki /
Wale,
°�
�'4 •� <egfp+b o� Oa pm a ,po^ooeca .avoa o ,p,.o ,q a•$no..
sediment from the flow area and repair the diversion ridge. Carefully check outlets and Mulct or MaCln shall Da a vegetation and help impede erosion.
g applied to all seeded areas to aid in the establishment of
make time repairs as deeded. When the area acted is permanently stabilized
IY Pa Prot Pe �Y Mulch:
Wile Fence
remove the ridge and the channel to blend with the natural ground level and %Vegekadve mulch: Apply 4,0001b/acre grain straw (wheat or oats etc) or equivalent cover of another suitable mulching matehal.
FRarFabrc
appropriately stabilize t. 2. Anchor mulch by tacking with an approved water based asphalt tack at 224 galleons, was otherwise NreaeNapproved by the
Engineer (other means such as roving net5nglmaaing or pimping with a mulch anchoring tool. (Example: A disk with blades set
Back ill T7anch
r-erld Comped Nafu/al Ground
2:1 SLOPE, GRAVEL FILTER —////
nearly straight can be used as a mulct-androring tool.)
Medina Lining:
Mew post 77roroughy
r
1. The grading and erosion control plan identifies rolled erosion control mamngf fabric netting materials for steep slopes and channels
//
(see sheet "o, C-3.1, 8 C3.2)
.. A' -' "' f%FBlOy)B
DEWATERING
2. All rolled erosion control products to cover slopes and channegditch bottoms shall be securely stapled per the manufacturers specs.
Channel linings should the highest depth flow. Channel
Maintenance
extend above calculated of side slopes above this height, and in drainage
8 Min.
Inspect sediment fences at least once a week and after each fainfall. Make any required
TEMPORARY SEDIMENT POOL
won notre requiring tent linings. 40001blacre in and an
ways q 9 temporary 9 • LPN Grain straw, chop straw by stapling netting overma top.
3. Mulch and anchoringmaterials must Trot be allowed to wash down
slcpeswnera srey ran gag drainage devices,
24a repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become ineffective,
WIRE SCREEN CONCRETE BLOCK
I
Remove sediment deposits as necessary to provide adequate storage volume for teh
1 replace it promptly.
SEEDING MIX FOR: COMMON AREAS
Tem ore Diversion Gentle Slates 8 Grasp Lined Channels;
next rain and to reduce pressure on the fence. Take care to avoid undermining the
12'MMIINX :. •'`
6 {High Maintenance]
.oRate
fence during cleanout.
a�,•'•• - •.�+,. ••
'•,.: ';a:-';"
(Ib/aael
SCALE: N.T.S. Blend
81eM of three or 300
Remove all fencing materials and unstable sediment deposits and bring the area to
• `
more tuueype
grade and stabilize if after the contributing drainage area has been property stablizied.
SEDIC MENT a. 18'
tall fesamas
•,
'.
..•' ;,"•+
Nurse plants:
Between May and Aug. 15, pad 10 laaae German miga et 151aape Sudangrass.
Temporary Slit Fence
,•.•q.
-=:':r:•
Prior to May l or after Aug. 15. add 401byacre rye (grain).
Seeding dates:
SCALE: N.T.S.
I
�.,
Beat Possible:
Fail: Aug. 25-Sept 15 Aug 20-Oa 25
Late Winter. — Feb. 1 - Apr. 15
a, .a
DROP INLET
WITH GRATE
SEEDING MIX FOR: STEEP SLOPES & SHOULDERS: (gheader than 4:1
.;4
and/or poor soils)
Species Rate fiblacre)
Tall fescue 200
'
Sericea lespedeza 30
Kobe leepedera 10
Nurse plants:
MAINTENANCE
Between May 1 and Aug. 15, add 101aacre German millet or 151b/acre Sudangmss.
Prior to May l or after Aug. 1S. add 40lb/aae rye (grain).
4'
Seeding dates:
INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
Best Possible:Fall: Aug. 25-Sept 15 Aug. 20-6ct 25
Late Winter. Feb. 15-Mar. 21 Feb. 1-Apr. 15
fS-GUAGEHARDWARECLO7H
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
Notes:
(1/4 MESH OPENINGS)
1. In Easter Piedmont, add 25 lb/acre Pensacola Bahiagrass or 101blacre common
2'
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS
Bemnudagrass as approved by the owner or his representative. Use common
AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF OT PROPERLY. BRING THE DISTURBED
Bermudagrass or Bahiagrass only where it is unlikely to become a pest
AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS
2. After Aug. 15, use unscarified sedcea seed.
NCDOT ANi � '
AROUND THE INLET.
3. Where a neat appearance is desired, omit settees and substitute 401blacre
WASHED STONE
NE A4.
Bahiagrass or 15lb/acre Bermudagrass,
To extend spring seeding dates into June, add 15 lb/acre hulled Berrnudagrass.
6'
However, it is preferable to seed temporary cover and seed fescue in Sept.
Block &Gravel Inlet Protection
4
—i
SCALE: N.T.S.
PERMANENT SEEDING SCHEDULE
7
SCALE: N.T.S.
IL
WA
i,,
NCDOT,1C40R1Y57
MAINTENANCE
WASHED STONEULM
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Y, INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
11
O
�'
3� \
STABILIZATION MEASURES FOR ALL DISTURBED AREAS:
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
TEMPORARY INTERMEDIATE SEEDING, MULCHING, MATTING OR OTHER SURFACE
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
\
\ \\
STABILIZATION MEASURES WALL BE PLACED ON DISTURBED
STONE AS NEEDED.
\\
/
AREAS FOLLOWING INITIAL
SOIL DISTURBANCE. (within 14 calendar days of completion of any phase of grading) PRIOR TO
Class B RpRap Riprep Headway
\
SEEDING, SCARIFY SOIL TO A DEPTH OF 4-6INCHES TO ENHANCE GERMINATION & HELP
IMPEDE STORMWATER RUNOFF.
\\\, /Natural Ground
Hardware Cloth & Gravel Inlet Protection
\ P M°�36'
\
SEEDING MIXTUREO TE WINTERf FJIRLY SPRING SEEDING:
sped"
RateIblame
Rye (gam 1
Z
..
Ann lea pede=e (Kobe in 0
SCALE: N.T.S.
.. •
�i '...:.• :. •.{•.: •^, r•ei •• •-; '
/
Piedmont & Coastal Korean t Plan
rean in Mountains)
-Omit annual lespedera when duration of temp. cover is not to extend beyond June.
/
\ 53aMCD0T#5 a57washedeme
---1S7ORAGE AREA—�
'
Soadina dates
Mountains -Above 250D feet: Feb. 15 -May 15 or Below 2500 feet Feb. I. May 1
Piedmont -Jan. 1 -May 1
Coastal Plam-Dec.l -Apr. 15
Soil amendment: Follow sal tests win lieu of teat uae the rdlcwing rates:
- Ground AgriculturalLimestone1 p 001Nar4e
\\
- FeNlizer=750laaae 147410.
0-10.
Mulch: Apply 4.000lhiaae straw. Anchor straw by tacking with asphalt, caking, ore mulch
PERSPECTIVE VIEW
I anchoring W. A disk with blades sly nearly straight an be used as a mulch anchoring tool.
601 MIN.
PUBLIC STREET
NO SCALE
tniliza Maintenance: Rea growth is not fogy adequate. Reseed. refen ize and much immediately
fallowing erosion soma damage.
EXISTING WIN 11
GENERAL NOTES:
GROUND
1. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
ATI
SOIL STABILIZON FABRIC
UNDER 2"3" COURSE AGGREGATE
Rlprap Headwall, 1' Mln.
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AS PART OF
THE CONSTRUCTION SEQUENCE.
height from road shoulder
2. THE GRADING CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES
SoMIN.
P40 ' 3'
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
Natural
• Ground
THE GRADING CONTRACTOR SHALL PROVIDE PERMANENT SEEDING FOR DISTURBED
iPe Invert
AREAS UPON COMPLETION OF CONSTRUCTION ACTIVITIES.
z
-------------------
m
2' Sediment storage zone. Class B Riprap
t�iDPerin9t Documents
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY�
INCHES IN HEIGHT BEFORE MOWING TO KEEP FESCUE FIR i3nce with these documents is
b North Carolina
m
m
1.5' Flood storage zone. NCDOT #5 or #57 washed stone
ater permit.
rules require that the stormwater system designer
m
Inspect during construction; earthy conformity with the
n
Maintenance
TEMP. SEEDING MIXTURE FOR FALL SEEDING plans and specs; and certify compliance with the
Inspect rock pipe inlet protection at least weekly and after each significant (1 P2 inch or greater) rainfall
species Rate (Iaacre) stormwater rules. (15A NCAC 2H .1008 (j) )
Rye (gran) 12o Permit # Lt//�/O� 3 Date ig / Z' �/f
event and repair immediately. Remove sediment and restore the sediment storage area to its original
saad)na dabs: M
by
dimensions when the sediment has accumulated to one -halt the design de of the trap.Place the
sediment that is removed in the designated disposal area and ace the contaminated part of the ravel
replace Pa 9
-Aug.ls- Dec. 3o Sheet# C 2 !i Revision Date
cooaassul Plat and Piedmom5
Maintenance
facing.
Soil Fellow soil tests ar m lieu d lest use the (dlavthg rotes:
Inspect construction roads and parking areas periodically for condition of surface. Topdress with new
gravel as needed. Check road ditches and other seeded areas for erosion and sedimentation after
Check the structure for damage. Any rip rap displaced from Me stone horseshoe must be replaced
Ground
- Ground Agricultural Limestone = 2,0o0laaae
- lam
runoff -producing rains. Maintain all vegetation in a healthy, vigorous condition. Sediment -producing areas
immediately.
straw.
Mulch: Apply 4,000 lb/am atrev. Ancter thaw by tacking with asphalt neldrg, a a mulch
!F Apply= 000l
should be treated immediately.
After all the sediment -producing areas have been permanently stabilized, remove the structure and all the
anchoring 1001. A disk with blades sit nearly straight ran be used as a mulch a XhmM tool.
unstable sediment. Smooth the area to blend with the adjoining areas and provide Permanent ground
Maintenance : Repak arrd reratilize damaged areas immediately. Topd a with 5o lblacre d
cover.
conabeyond
Werranms(Pie tit isnecessaryCary to wend Korean
Werra Kobe (Pirldmam and Coastal Plain) a Kaaarm (Mountains) leapetlma n tat Febcary a
spdea lnlim, Fhruaryhr
COr15tNCliOn Specifications
early Mach.
RECEIVE D
1) Clear roadbed and parking areas of all vegetation, roots, and other objectionable material.
2) Ensure that road construction follows the natural Contours of the terrain if it is possible.
3) Locate areas on naturally flat areas if they area available. Keep grades sufficient for drainage but generally not more than 2 to 3
Construction Specifications
1) Clear the area of all debits that might hinder excavation and disposal of spoil.
TEMP SEEDING MIXTURE FOR SUMMER SEEDING
Swift Rat Ilaaerel
parking
ell
2) Install the Class B a Class 1 rip rap in a semi -title around the pipe inlet The stone should be
German inea< 40
4) Provide surface drainage, and divert excess runoff to stable areas by using water bars or turnouts (Reference: Runoff Control
built up higher on each end where it fies into the embankment. The minimum crest wndth of the
In the Piedmont and Mountains, a small -stemmed Sudangrass may tre substltuled at a rate of so UweMeasures).
rip rap should be 3 feet, with a minimum bottom width of 11 feet The minimum height should
Meemna dares: ENR•DEMLR
5) Keep cuts and fills at 2:1 of flatter for safety and stability and to facilitate establishment of vegetation and maintance.
be 2 feet but also 1 foot lower than the shoulder of the embankment or diversions.
3) A 1 foot thick la NC COT #5 #57 be Me the rip
15
Moumont-M
15, Land Quality Section
6) Spread a 6-inch course of 'ABC" crushed stone evenly over the full width of the road and smooth to avoid depressions.
yen of or stone shook! placed on outside slope of
1 -Aug. 15,
y AW.1
c coastal Plnn-Apr' Mooresville
7) Where seepage areas or seasonally wet areas must be crossed, install subsurface drains or geotextile fabric cloth before placing the
rap•
it 1S-'w Regional Office
crushed stone (Practice 6.81, Subsurface Drain).
4) The sediment storage area should be excavated around the outside of the stone horseshoe 18
inches below natural
Soaeti
Soil amengncultu Follow soil lest
soil min lieu d teat use the fdkmirmp rates:
8) Vegetate all roadside ditches, cuts, fills, and other disturbed areas or otherwise appropriately stabilize as soon as grading is complete
grade.
Grandy Limestone 0
z,aoo Iaacre
(Reference: Surface Stabilization).
5 When the contributing drainage area has been stabilized, fill de
) 9 9 depression and establish final
- Fertilizer = 750arel
rolaaa 1a1a10.
.
9) Provide appropriate sediment control measures to prevent offsite sedimentation.
grading elevations, compact area properly, and stabilize with ground cover.
Mulch: l74. straw. cadre straw, by taking with netting, a e nwlrh anchoring W. A
blades
s set nearly
disk wiwith bides sat needy atragM can be used as a mulch anawmeg hod,
ding to
TEMPORARY CONSTRUCTION ENTRANCE
Rock Pipe Inlet Protection
Maintenance
rot:r damageatgrowth is not fullyatlaquale. Reseed, cafe tizea crouch Immediately following
epsilon a other damage.
S
SCALE: N.T.S.
SCALE: N.T.S.
TEMPORARY SEEDING SCHEDULE
S
SCALE: N.T.S.
O
O
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y
y
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yW 14 Qy�
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Q (1) 8-
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_
GENERALNOTES:
•;
• ""
"�,�
I. AGROOVE JDwT t'DEEPWMI2'MOII SHNl BE flC-0UPFD
�; .
j
IN MECONCREtE 9GEYYLLKAt S'wTEMALS ONE ta'
•.' •
� :
EXPANYON JqM wLL eE REpUREO AT {3'IMERVALS NOt TO
:.•
..�;
EXCEED Stl AND IMTCNNG E%PANMONCONSTRUGilONJ01MIN
'`50.: •. .: �,�.Si.A'
ADIODEMCUPo5.A8EALFOiR'E%PANSION JOIMWLLBE
•. :a
y;•
flEOUIREO VPoEAETME 910EwN1(JOWSIWYRKdD 8T01C]ME
.,.1•., .�.T±
''�••• '.� ,y
T. WDM OF SIOEYWJ(B ONALL S1aEE1S SHALL BEAMINMDM OFS
t• � �•'I '•<•"
). SIDFNALKTO BEPoURED TO ENDOF WDIU8AT INIERSECnHG
A•' •:' • i•
6TREETB.
{. CONCRETECOYPRE391VE 8TRENGM SWLLL BE ]800 P81.IN 2O Gl
GROOVE JOINT IN SIDEWALK
tT RApUS ��JaJ1{M. SEALEa
•
' i': '/E•}p 1N'
5 '.•.
e, •'4'
12'FXPANYON JOIMISFAL TO MN(E WATEFITI
I•"
JOINT FIUEt
a�
12•
.n�V�'' i
TRANSVERSE EXPANSION
PaovosEo{•coNCRE1E YDcaw
JOINT IN SIDEWALK
DETAILS SHOWING EXPANSION JOIN
IN CONCRETE SIDEWALK
OCONCRETE SIDEWALKS
L-FACE OF CIwE
GENERALN01E3: PLAN
L AGflOOVEJORJf 1'DEEPWMf2'RPOII SNLLL BEREOUPoiDWTHECONCPEIE
YDEWALKAi 3'IMERVALB.ONE IR' E%PANSIONJdM WLL BEREOUPMDAT{b
INTERVALS. A 1?E3PAN910N JOINT WLL BEREOURED VMERE THE YOETY1RJdW
AMPoGW 9TPoIClUE
3. NICONCRETEro eE M00 P.S.I. cOMPRESBNE STPENGM
). SEEDETNLOF E)0'ANSIONJWMAIIDGR00\IE JOWf.
{. BEEOETNLOF pMENWY.
i MONMITNC CURBAND SIpEwA1J(TO eEGON31RtICTFDOtO.Y PTMPROVED
LOCATKw6 BY THE TONN ENGINEER
A
A �-)
-WVmW({'r4W.5
E J09R SEENOTEBELOW �R'A'
SLOPE tN•PER FEET i4
• IF'A' 01 G BEATER THAN S AOdiIONP L GROOVE JOINT
SHNLBE �OIBflEDAT Ia'A'
L- TVA 12'TWCKRECES
SECTION A
BITUYINWS flBERREOUIED
-A
IF 8UBBA8E U CONCRETE.
Musr eE 6FNmwM
APPROVEDJOIM6FALEa
MONOLITHIC CONCRETE
O
CURB AND SIDEWALK
NOTES:
I. AMINwUMOF 2{'FRCN OVTNOEDWAETENRRPETOYOE
OF iRElMl1 NUSi BEALLOVED FCRCOMPACTKW G FllL
IMTERUIL a\CXfILLING OFTRENCJYi881NL10EA000MR.1319N
IIN®OATELY Af1ERT1E RPE IS1ND 11E FlLLAROI.MTNE
RPE StY11 BE RACED w LAYEU NOT TO EXCEED r.
UNDER NO CIRCUN8TANGES S WLL BRIER BE PEPoYR®
TO PoSE IN UMBACKFIL LED 1 RENCIIES AFTER TIE pPE HA4 BENT
RACED. COMPACTION REOURENENT6 BNPILBEATTNIED BY
THE VSE OF AIECNAIRCAL TAYPB OILY. EACNANIEYeiY LAYER
OF BAgUILL BNALL BE RACED 1003E AND l NOROUOKY CAYPFDTED
INTO RARE
2 ALL BA JLL IAATEPoAL SMNl HAVE M IN P EC0IAPACTEDOENSm' G 95%0
STAN4WDRWCTOR THE FlNILTBELOW RN8lEDORAOE SHFLLBE 100%.
i ALLTRENCXING OPFAATON931WL NFEFOYNOTNTOVmB.
{. BACKFILL YATEaLLL BFIEATH ROPOwAY 8HALL BE9EIECT B•G101LL1MTFAYL
O TRENCH DETAIL
FOR STORM DRAIN PIPES
DETAIL SHOWING TYPES OF GRATES TO BE USED
B
z�u•
ACCORDING TO WATER FLOW
TYPE Yp CTVPE£ r-TYfE'F-
Onf�IFFIf
A �000��0 �,II'��� A
'tUlnl{I''II
a
�� VMTFA FLOW SAO �� VATER ROW --
bLd
�� VUTERFLOW _-+ SAD .�� WATER ROW �-_
I+•+�
lf�
SECTION A -A
SECTION B-B
TYPEF ,TIRE TYPE'G'
T/
1 1 PE-E
RasEO ROV%" P z3N•
9 t13N zaN•
RNSEo Row
APoiOW Mr ,
IGX
HIGH-1r
HI
N61/
b
c
0
IAW
E I -+a
Q
P
q
i-IMR
134•
1N•R
13I)•
1-fa'R
f
11.1 arc
14
IWR
b ]A•
SECTION A -A
SECTION A -A
TYPE -F
TYPE -G
FRAME, GRATE AND HOOD
O FOR USE ON STANDARD CATCH BASIN
DMENSIONB
AN) QUANaTES FOR BRCK
GTCH BASIN
NM8,IN"OFBOXNORM
WVER
CILENBION
REINFORCING
CLV9c VAR060F
CONCRETE W BDX
OFtPOK 1ASD1iY
Nt
mm
Wm
WDM
WDM
I Wm
New
mecorr
BAR9AJ
BMSV
I 6
w
I TOTAL
D
A
+
4rW{J.
a
NO
N-
M
N-O
M
S
TOP R
TOW
CU..Y0.
R T. M.
IV
{
Tr-
-
-
-
-
ONT
0T
ON
O.m
J-
T-IP
61
OP
0.M
ABOVE
619T
o�oL
La
uwNz,M
9d
T{
]d
R
IAB
L
3
S
O.iQ
OJ]{
0.2
i0
0.m
m
M
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TJ
Fir
3'd
r
{
1.
)
P-1.
a
0.10
OA15
0=
tl0
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3d
T{
{•r
C''--0
)
YJ
)
Yr
M
OAM
O.=
0.E
IMT
r
)'0•
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{
3
Yd
a
OMITS
OA
O.W
SIbS
-
T
4
T.%1
O
I - g "I"
b
Ir
Sig eras W a TO.C.
R
PLAN
CURBAND GURER WMGTGi BNBw
ONBTEEPGRIDEB
UBEONRATGRADE 31L TTp WAER �L
PLAN OF TOP SLAB u fWOi v
EOUNLV SPFOE
M 81R6Y
GUREIT LANE
ELEVATION
EOIMLLYY 9PFGED 0t 8AR3W C b STANDARD CUU ANOGUTTERONLJOM OPADfS
u aAas v
..� N NOR4ALcurrMaLUE
SECTION S-S e I aJYT
USE ON GRADE
SECTION R-R
DEPRESSED
OUTTER UIE
"ELEVATION
sruTOARo twit Nm GvriMn ox aTTT3 oaAOEs
BRICK CATCH BASIN
15" THRU 54" PIPE
L
`` P
SECTION P-P �TNfN
_I
3
SECTION B-B
SECTION N-N L-L
z-IqY SEGII)N M-M
SECTION
B-*-J
PLAN K K
FRA4F- GRATS 91f00D A98EhiMY
M
L
J L M
FRAME PLAN
3N-
w
lnr$LOT FOR ].
12'BOLT 5.
SECTION A -A I A
a
6941 LNOTES SECTION JJ
no suesmunoxfi wu eEALLovEo 3-ta• SECTION K-K iIw
FORTYPE E.FAN)•0'OMTE9. "T
Rf, W t
- sm•
✓r
1-1?
tt-1
R-.J SECTION R-R
HOOD ELEVATION
O FRAME, GRATE AND HOOD
FOR USE ON STANDARD CATCH BASIN
BADK OF CURB
IY FMNE.OMTEL MOOG
20]A
GE!xoay w.
1. MORTA1IJOwT8+2•N-Nr T19CIf
X
1. ALL CONCREfEro eE 0000P9J fD11PRMSSIVE STRENGM.
3. P1IECAST STRUCTURES YAY BE SUBHTITIRFDAFTERAPPROVALBY TONY ENGINEER
{. NAGTCN 6ASIN OVER3'r IN OFPIlISlPJLBE RWYCEDWM SIEP6
Y
Y
lwNco"RETe
s. �E"scK UA6uaED lx�usuaFFoos arJT"aAraawaL
8. JLWBO BPoCNNILL 9EPYiLBRED.
MET
r. fdlrr IN IIF10M OR 1ES31MEr WALL OVFA br IN I1eGM USE 12NWLT0
rrFROY TOPOF WNl, AIOr W11J. FONTFE RFAtABEJDrr.
0. FOR FPANENCGMTE DETAK BEE STAO0IAPo]z.03
9. ALL RPE IN STORM pWNSrflUCTNEB BlYtl BE81PolIXEVBT WMTnE
INSIDE WNl, Oitp]fEO AN)BRUYEDBMOOM
X
f0. YAffPNPLF.(818NALL BEPIACEOIx BACKwVL ASTONEORNN CONBISTNO Of 110ITE)CINc
fOOTOF NIMBFA iBM STOLE CIXRNNB] W ABAOOP PoRDUS FABPoC81W1 EE PL/OEDAT
PLAN
SECTION X-XNDLE'
It. eaacuw.t eEaoI1DEDWmFLNLFFAOFASNEIW)wufleFs.
b
b
STEP
b OlJnkr
b
SECTION Y-Y
•..
END ELEVATIONISECTION JJ
WERE srro M'RPE18 usm
SIDE ELEVATION/SECTION M-M
I R
YAERE 0r TO 51• RPE IS l2FD
.__...1 1. �1-
u___,_I
SEE SNEEr3.0,6
NL OF
PLANLAN%%INAIIPLANLAN%%
O
BRICK CATCH BASIN
15" THRU 54" PIPE
35• WDIUS
1/1'PAOIUS IF+--T-•�p-y1
1 FNG I
81a'
�' y t I
t' " �''. •• •
1Po'RPpUB
�•IB'RPOIDS A ::i i
1 1
-I {�-�
2•-0" VALLEY GUTTER
,a• RAnlus
STANDARD V-6" CURB AND GUTTER
• 1I0-RNNUS
s; .' N•flAnlus
:� ., „
STANDARD 2'-6" CURB AND GUTTER
•.
-
fN'RAgUS
RNaue
V-6" MEDIAN CURB AND GUTTER
2•RAnus
• * '
TO BE USED IN MEDV115 WEN l/uE8 ARE 8lOPFD
: •• .•
FROM NIAt00RAS SR:dFIF0 BYIMETOVM ENGINER
WRMIW
�
V-6" MOUNTABLE CURB AND GUTTER
'
TO BEUSEDINYEpN6ON.V:WfEN SMRCS1fD BY
ME TONH ExGINEEIt
OCURB
AND GUTTER
�l �-]SIB' ��+•-T SAY
PLAN OF GRATING
G9rIRax
Y I -
SECTION G-G
rII TJ 1N'
13nr
SECTION H-H
FEEN
L
I
PLAN OF FRAME
CAST IRON
SECTION E-E
SECTION F-F
O FRAME AND GRATE
FOR DROP INLET
PLAN
WMCORNG RENW®
CONC. l CONO RPE
PIPE
r
`..'
•.
T
SECTION x-X
r.ENEa•_,.�,�..
1. NLpIiOPINE1S ovEfl rswDEPMroeEPaoYDEDwM3TEP6 T-z•
ON CENIERB. 8TEP8 SIULL BE IN OL W M9NCE W TI STp. 209
3. NICONCIIETE TO BE MOO PJIJ. COMPRESSIVE STRFNGIN
). MORTARJOINB SHOU.D BEBETVEFN 32'A1n Yr1NCK
{. IRBIX L1T90HtY pROPINIET NOT TOBE USEDIN LOGTK1Nfi SUB1ECT TO TRAFFN:.
i JUAW BPoIX WLL BE PEIWR®.fANCREIEBPop(Oit {'80LID CONCRETE BOG
IMY BE USED IN U EU G HAPoJ COMAgN CLAY BPo4C
o. Foaer IN IeGMoalEasusEp-vwLo,•Mnra•wlmGMusEfT4wu ro
rd FROM TOP of wALL AND r ww. Foa TIE REA VR9Nc rd. Gu4TOTIFs ro eE
ADJUSTEOACCORDwGLY.
]. FORFIWAEANDGMTE OETNL
0. ALLPVEIN 8TORM ORNN u^IRUCTRIETO BESfRUd(H'Et1WMTlE
INYDE WALL, ORWTEO ATA BI01811®SYOOM
9. ALL 81AB68NN18E FOFW®.
SECTION Y-Y
DwM
ON13
pOGMaES
gMENMON30F
BO%0. RPE
CONO
IN"•^�
TOTw BPoIXMABOIRI'
DEDUCTIONS
FORONEE
cm. I a0.
RPE
SPAN
WOTH
NEIOM
M'4 m
YIN
B
A
B
RNJ
OD.
Ir
]'r
Tr
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BRICK DROP INLET
RECEIVE®
DENR-DE LRtion
Land Qoail
Mooresville Regional oice
ApproyQd StOE14 W3TIRF KaCi)S1L r'doc ..TT.._
ConstrUdion in accordance w°�tl eNorth Carolinau M
required by the stormwater pit
rules require that � uctiM carti ?)niormity'�h the
aspect during sP
plans and specs: and certty compliance with the
stormwater rules. (15A NCAC 2H .1008 (I ))
permit ri Sif/ /yt /o 0 3 Deter_
by
Sheet#_ �"!-Revision
Date (I
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PLAN VIEW
n"TCe1 1 QTo"rTI aeP QCHFnnj r-
CONTROL
STRUCTURE
NO.
I BARREL
DIA.
IN[Fn
INV.
EL.
WEIR
I LENGTH
CREST
EL
WEIR
LENGTH
CREST
EL.
POND
18
542.60
'6
548.60
"1
547.88
• TWO FOOT WEIR LOCATED ON THREE SIDES. (S TOTAL)
"ONE FOOT WEIR LOCATED ON ONE SIDE
a
O 18..
EXISTING OUTLET BOX TO REMAIN
SECTION A• A
BMP OUTLET STRUCTURE
HOr TOSONB
G1rLTa'i
ELEV
POND OUTFALL DETAIL
NTS
EV.. 548.80
EV-5g88
PERFORARATED PVC
UNDERDRAIN PIPES
ARE TO BE CAPPED OFF
TOP OF FILTER 545.50
40 =0"
NTS
RUNS OF 6" DIA.
ITED PVC
1.75 FT. AVG. DEPTH
a ABOVE PERFORATIONS
CAPPED CLEAN
z I OUT PIPE (TYP.)
AASHTO M252 PVC PIPE
MDIA. HOLES 0 INA" (4) HOLES PER 10
G
EXISTING SAND FILTER
CONTRACTOR TO
�j REMOVE AND REPLACE
pt z THE EXISTING SAND
UPON STABILIZATION
OF THE SITE.
I 40'-0" _
it NTS
PLAN VIEW
MIRAFI 140N (OR EQUAL)
NONWOVEN FILTER FABRIC
CHOKING STONE
2—INCHES OF #8
OR #89 WASHED
STONE
O _ — I_-T— L=III-1 I I=III—I I1=III-1I I=1 I I- I=III—i I— 54.0n
TON THREE FACES 543.00 1 1 1
3
O ON ONE FACE j " _
1=III—III—III—I I I_I 11=III—III=III=III = I-11— 1-I I I=11 '=III= o
—III—I 11=1 11=1 11=1 11-��1 I I —I 11=1 11=1 11=1 I i-11-1 11=1 11=1 I I-1 11-1 I I-1 I I— —I C—I I I� I H I I — — I I— I 24"
1'
20' SPILLWAY
11—III=1 I L—I I I_I I �i I I=1 I I-1 I �I 11=1 11=I I —I 11=1 I I=i 11=I I L—III-I I I I=T�I 1 I I� I I I
SHW7 Note:
The Seasonal high Water We is greater dw two
feel below 8re bosom of five proposed dry detention
pond.
\'
SHWT=541.0
NOT TO SCALE
NOTE:
ANY SEDIMENT SURD -UP IN THE BAP TALL BE
REMOVED AND RETURNED TO THE PROPOSED
GRADES.
SHWT=541.00
r
4'-0" 1- 8'—O"
SECTION
3
24"
Sand Filter Catail
NOT TO SCALE
PROPOSED 40'x16' SAND FILTER
CAPPED CLEAN OUT
OUTLET BOX SEE DETAIL THIS SHEET
18" RCP
RECEIVED
1, 2aM5
DENR-DEMUR
Land QUality Section
Mooresville Regional office
CAPPED CLEAN
OUT PIPE (TYP.)
TOP OF FILTER COVERED
WITH ENKAMAT S (7520)
AND 2" OF #57 WASHED STONE
4'-0"
WASHED CONCRETE SAND ASTM C33
WASHED STONE
3"0 PERFORATED PIPE (TYP.)
252# OF 3/8" DIA. PERFORATIONS ON
10" CENTERS, 4 HOLES PER ROW
126# OF 3/8" DIA. PERFORATIONS
ASSUMING 50% CLOGGED
Approved Stormweer Parinit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rubs require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs: and certify compliance with the
stormwaler rules. (15A NCAC 2H .1008 ()) )
Permit if 'u/-314/003 Date G• , ZD
by M
Sheet # - Z- Revision Date L '9-10/10
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