SW3161001_APPROVED PLANS_20161024

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ,X l (P lea
YYYYMMDD

Legend
O SANITARY SEWER MANHOLE
©
CLEAN OUT ABBREVIATIONS
\
®
CATCH BASIN -CURB INLET R/W - RIGHT OF WAY
ESMT-EASEMENT
/
\
QD
STORM MANHOLE PSDE - PUBLIC STORM DRAIN EASMENT
AL DRAINAGEAND UTILITY EASEMENT
GIEU
WATERVALVE TIE
\
SIB - BUILDING SETBACK
HYDRANT IPS - #4 REBAR SET
/
\
IPF - IRON PIN FOUND
UTILITY POLE NS - NAIL SET
\ / \
/
GUY WIRE CP-CALCULATED POINT
/
\
C/M - CITY OF MONROE
/
®TF
POWER TRANSFORMER
LIGHT POLE
#4 REBAR SET
0
ELEVATION BENCHMARK
'
\
Roger Lyman
\
O
SURVEY MONUMENT FOUND -AS DESCRIBED ,..y----------------------------
Parcel: G
//
\
\
SUBJECT PROPERTY LINE / a
28 Page 289
Deed Page
ADJACENT OWNER LINE
\
Zoned: R-40
Zonned
- - - - -
- (UNSURVEYED UNLESS DIMENSIONED)
------------
TIE LINE a
\
/
\
f //
\\
\\
LOT2
--�
R/W LINE
Plat J Page 811
///
----w-
WATERLINE /
---SS
SANITARY SEWER LINE
- - - - -
- STORM DRAIN LINE
- - -- - --
- SETBACK LINE
/
-X X-
FENCE / a
a /
- - -
- TREE LINE WO
a. C
12 4
PROPpS x y
BUBpIVIS/ON NEW R4NOE
EXIST 15" RCP
RAIL ROAD
SPIKE FOUND
ROAD SIGN
Blue Sky Properties
Limited Partners
rr Parcel:0609008A
O No Deed Specified
O
z Zoned: R-CD
Site & Owner Mailing Address:
3401 Antioch Church Road
Weddington, NC 28105
EXISTING 12" RCP
TO BE RELOCATED-�
PROPOSED RCP
V
0
LOT
/% .0\ Plat J Page 811 \
Nancy Stockton
F
BROOKHAVEN
LOCATION MAP
SCALE: 1" = 1,000'
ANTIOCH
ELEMENTARY
SSCCH�OOyLL
W
Parcel: 06090011 A
II Deed 1331 Page 51
Zoned: R-CD / \
Site Address: #3401 Antioch Church Road, /
> Weddington, NC 28104
FIBER OPTIC Owner Mailing Address: 7426 Asheville Ct. Charlotte,
1
PEDESTAL NC28226
\
Property Boundary as Surveyed / _ LOT 5
b Providence Land Group l0yp Pub\` / Plat l Page 03 \
y p' _ Parce106090033 \
August 2014 / LOT 4 \' I David & Pamela Cuthbertson
S86°45'24"E / Site & Mailing Address: 1007 r, G' RDF
761.47' Reber //Benjam Plat
& SandyORussell / / / Eidys Lane Waddington, NC \\\ Mooresl'f/� el os ctoo
UNDISTURBED AREA Found / No Site Address Specked \ d�
/ i - - 50' SIDEYARD 48' LANDSCAPE BUFFER Owner Address: P.O. Box
/ �,.-���!�������.. �,����.............. 5011 Monroe, NC 28111 / WETLANDS NOTES \
- - - • ........... I _ _ / 1. THE WETLANDS AREAS SHOWN HEREON WERE DELINEATED AND \
••ram I i f -- • • mo
Y� _ • • I _ -
_ ---- I • ft. i PROPOSED LIMITS OF DISTURBANCE / 2.�THEIFIED BY LOCAT ON OFOLINA WETLANDS SERVICES THE WETLANDS SHOWN HEREON)WAS PROVIDED TO \
..emu>.�._.
€ ♦ �� y -' �� = - - =----I----__ --_ ��. r SEE EROSION CONTROL PLAN AND / \
/ .�� ♦ i �i i .._ _ _ ___ LAND GROUP DID NOT _ PROVIDENCE GROUP BY CWS PROVIDENCE \
�• •.- "_"=� - �1�4r GRADING PLAN FOR MORE DEETAILS /
/ r� a ♦ 1 43 SPACES X� �� _ -� ♦ S6 FIELD LOCATE THE WETLANDS SHOWN HEREON. \
/ ro ♦ A 5 SPACES i ,� PROPOSED 1- . � _ � � � ♦♦ 8 2g, \` / 3. NO DISTURBANCE OF THE WETLANDSAREAS SHOWN IS PROPOSED BY
.$' ♦ / / �� ----_, ------
PLAYGROUND I �, T ♦ U2 F THE DEVELOPER OF THIS PROJECT AS SHOWN HEREON. THE WETLANDS \
l�1/o y - -1 `- --- av0� +�Sp\\r / ��y \ ♦ U/y0j 9S,8g, / AREAS WILL BE COMPLETELY INSIDE THE 1.25 ACRE DEDICATED \
q yO
�4Ag'dr ♦♦� 1 n/ 1 II�tIiE -�L�/-♦W �; II1I I( ��, III iII I >m 1IIj Ij I i 1I1I III1I i -- IjI �( �- N I I Fy;y' �s> H�SF : ��f. o\ Zqs• f D\ �\♦1\��'♦��°'\♦I�.y�\\Fe\♦M\p♦y\�♦C\♦F", �� �S'r.�URgFO�:�. \ /
/ l
l
l
/ UNDISTURBED AREA, OR OUTSIDE OF THE SUBJECT PARCEL BOUNDARY.
yI/- - - ----♦
♦O♦♦o.•PROPOSE
11 PROPOSED I 1 m BUILDING ♦ ♦11 OPEN SPACE, 1 I m I 1 O I v I � S\
\
r4111,
i0 In mI I OD I416
h FFE=703.70 ♦ \ DR \46
CONC. WALK I I I too e� ♦\\440
EXIST. ASPHALT APRON TO BE �..� '''�_.._ 85PgCE5 1 I o fqa, 6 ♦ / i ♦♦ �� > ���... ���� "•\
RECONFIGURED AS SHOWN SEE ROAD -.. --__ --1 -J O `e' ♦ / ; ♦
�
♦ ♦ •�•� `
IMPROVEMENT NOTE BELOW ��
_ 'ftftft [____ n s°• ♦� I ♦ ♦ �•
♦
0__ AREA •'�� 1. '4� . gANDICAPPED ASPHALT c� rqa, ry /' Are ♦♦�� ♦ ♦ �' ♦♦♦♦♦♦; \\\ :, �` ` `
ftft. CES % SEPTIC AREA
I - 48' • • �. - - s ♦ PREVIOUSLY STAKED ♦ ��`
J BENCHMARK LA 6 BY UNION COUNTY
/ Q4 Traverse Nail I 1 11,1, Ur Willem.. a �' CURRENTLY IN FINAL � ♦ ; �� \ •1 - , •
r�'
NI
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U 00 N
e
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_ �. ' _�_q'r PERMITTING PROCESS. ' �\
NC Ground/Grid Coordinates _ ---ef., N ;,`
o N: 477458.2490 _--__ - ��.� �.�.,_ 4' /i /� ■ ♦ ��
to E: 1484698.8010 _- _--- �'' R' °' '
Elev: 708.11'(NAVD 88) �- _�41a .'p ��♦♦♦♦ �••._ 5 '✓/L�-__ /� PROPOSED BMP AREA
1 �', -. O=SIDEygRO ' � � � IN M i - -irm
TIE -Spike to Nail _ _ _
Rail6road Spike Fd. 81 ADRAOIEER'S _ ____� li �.-..... -..iii ...... \ ♦ r 11 \ `
/ 2 ANC Grid Coordinates _ ♦♦♦ PROPOSED 1
DRIVE _ _ 1.25 ACRE
E: 1484666.1633 - \\ _- N7g°40 Z0 Ly 147 ► I I DEDICATED 1
o� _ ^__ --__ 6.17' �.. = .. �.� 1 OPEN SPACE \
TOTAL / ---__ '� ` � �.4� ♦♦♦ i UNDISTURBED
179 REGULAR SPACES 11 /�� ___ ___-+•�.,t••! _ AREA
UNDISTUR�_.�.._.
I� ROAD IMPROVEMENT NOTES 6 HANDICAPPED SPACES t ---__ -_
BEDq
j THE PROPOSED ENTRANCE DRIVE AND ROAD WIDENING REq
//O SHOWN HEREON IS BASED ON THE RECOMMENDATION OF A ` ` _ ` / I - _
I Ronald &Susan 0110 an 1
TRAFFIC STUDY PROVIDED BY DESIGN RESOURCE GROUP I I � � I
DATED APRIL 2016 AND PROPOSED PLANS FOR THE ENCLAVE I Parcel: 40 Page
28 I
SUBDIVISION. ALL PERMITTING FOR THE ROAD CONNECTION ` I j Deed need: Page 284
TO BE SUBMITTED TO AND APPROVED BY NCDOT. \ I I Zoned: R-CD \ \\ I
I I Site Owner Mailing Address: \
- � I 3503 Antioch Church Road \ \
1 \
I I Weddington, NC 28104 \ \
f I I I
fil
_ I I
Line Table
Line#
Length
Direction
Li
35.88
N75'02'54"W
1_2
19.61
Nil°28'20"W
L3
102.30
S86" 45' 24"E
1_4
137.50
S03" 14' 36"W
1_5
72.00
S86" 45' 24"E
1_6
146.50
S03° 14' 36"W
1_7
72.00
S86' 45' 24"E
L8
155.50
S03° 14' 36"W
1_9
72.00
S86° 45' 24"E
L10
164,50
S03" 14' 36"W
L11
72oO
S86'45'24"E
L12
169.a6
S03" 14' 36'W
I
I
I
I
I
I
I
1
I
I
I
I
I
i
WETLAND "AA" �
V
i
SEE WETLANDS NOTE RELATIVELY i
ABOVE PERMANENT WATER i
(RPW)STREAM A i
105 LF
i
i
i
/�Bent
Found i �- RELATIVELY
i
PERMANENT WATER
(RPW) STREAM "B"
112 LF
Thelma S. Porter
Parcel: 06090014
Zoned: R-40
Deed 207 Page 45
No Site Address Specified
Owner Mailing Address:
3011 Parkstone Drive
Chadotte, NC 28210
REARYARD
48'LANDSCAPE
BUFFER - SEE NOTES
ccCA
\\
1W 1
Reber
Found
111
SITE PLAN NOTES
1. Current Owner: Threshold Church
2. Owner Address: 3501 Antioch Church Road, Weddington, NC 2E104
3. Apparent source of Title: Deed 6300 Page 423, Lot 4, Plat Cab A-95a
4. Total Site Area: 9.80 acres including road right of way.
5. Zoning per Town of Weddington. (Currently R-CD).
S. Subject Tax Parcel 06090011c.
7. All adjoiners taken from Union County tax office records and are shown as now or
formerly.
8. No NCGS monument found within 2000 feet of site.
9. According to FEMA map # 3710448700, effective October 16, 2(08, the subject
property is not located in a flood hazard zone.
10. No instrument of record found for the right of way of Antioch Clurch Road (S.R.
1338). A 60' right of way is assumed and drawn for area calculatiors. the area within
the assumed road right of way is 0.17 acres.
11. There is a 48 foot landscaping buffer between this property anc the adjoining
properties. This buffer requires 8 trees and 20 shrubs for every 10( feet of buffer
length. Existing shrubs and trees will be utilized to meet this requirement on the
northern, southern and eastern property lines where possible.
12. All improvements shown on this plan are to be installed as Phase 2 of the
development.
13. Total parking provided: 186 spaces, 6 of which are handicappel spaces. Typical
parking spaces are to be 9' x 20'. Handicapped spaces are 9' x 20'Nith a 9' aisle
which will accommodate both regular and van accessible spaces. Paved
handicapped areas will not exceed 2% slope.
12. Topographic information taken from NCDOT Lidar and spot chick checked with
field observations. Vertical Datum: NAVD 88. Horizontal Datum: NeD83(2011).
13. This development is to be served by county water as is availabe on Antioch
Church Road. Sanitary sewer is not available to a septic system isto be installed.
See the utility plan on sheet U-1.
Surveyor
Providence
Providence Land Group, PLLC
3716 Providence Road South
Waxhaw, North Carolina 28173
704.400.0117
NC Firm #P-0910 - SC C( #4356
STt'
rrrinnrl
9-30-16
Engineer
CM EC, PC
Construction Materials
Engineering & Consulting, PC
4401 Shopton Road
Charlotte, NC 28217
704.323.7334
o CCAAI
!� 24a99 LY •.. j
P.
MA 9-30-16
...
PLANS PLOTTED 10-10-16
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Client Name
Threshold Church
3127 Weddington Road
Matthews, NC 28,605
704.578.6554
Scale
60' 0' 30' 60'
SCALE: 1" = 60'
Project Name
Threshold Church
Phase 2
Town of Weddington
Union County, North Carolina
Sheet Title
Overall Site Plan
Date Issued For Rev
6/22116
First Submittal 0
9/6/16
Revised per Stormwater comments 1
dated 7-11-16
9/13/16
Added revised wetlands per CWS 2
9/30/16
Revised Per Stonnwater Comments 3
dated 9-22-16
Print Date
�-3
October 10, 2016
Drawn By
Checked By
James P. Magennis
,_ ,,. ^•
Jason C. King
M. Jay Stikeleather
rv• Skj([Q tpaj- „h,z�i -�OI6
Job Number
Sheet Number
22.20t(o
14041
Drawing File
S P- 1
J
14041-Ph2-Base.dwg
I
I

STORMWATER MANAGEMENT CONSTRUCTION Lecgend
The primary stormwater control for this site will be the proposed pond in the rear of the property. It S C H E E:) U L E
will function as a skimmer basin during site construction as detailed in the erosion section of this plan, and O SANITARY SEWER MANHOLE
1. Obtain proper permits from NC
as a water quality pond after stabilization of the site. As previously discussed, the majority of the property © CLEAN OUT
DENR and the Town of Weddington.
drains to the rear currently and after grading of the site. Storm drain pipe and catch basins will be used to ® CATCH BASIN -CURB INLET
divert runoff from the small area up front to the rear. By this method, all stormwater runoff can be controlled 2. Surveyor to flag clearing limits for O STORM MANHOLE
b the proposed pond. the project.
y P P P Hold preconstruction meeting at lXl WATER VALVE
During phase 1 of the erosion control plan, which would be after clearing and grubbing, but before the 3. least one week before beginning y� HYDRANT
storm drain pipe is installed, the small area up front will be controlled with silt fence. The rest of the site will �°
drain to the back through a combination of overland flow and a temporary diversion ditch on the southern work on site. Co, UTILITY POLE
side of the property. During phase 2, runoff will How through the storm drain system to the pond. The storm 4. Install temporary construction -__9 GUY WIRE
drains will be protected from silt with inlet protection until the site is stabilized. entrance. ®TF POWER TRANSFORMER
The proposed pond design is shown below. This pond is more than adequate to detain the 2,10, 25, 5. Grade temporary diversion ditch on LIGHT POLE
50 and 100 year, 24-hour storm to pre -development rates. After the site is stabilized the pond will be south side of property. #4 REBAR SET
converted to a dry, water quality pond and reconfigured to serve as a post-contruction stormwater control 6. Build pond in rear of property for IiI ELEVATION BENCHMARK
structure. The design for post -construction will be approved by NCDENR. sediment control.
After construction, Threshold Church will be responsible for the operation and maintenance of the 7. Complete clearing of the site and O SURVEY MONUMENT FOUND -AS DESCRIBED
water quality pond. install silt fence. _ _ _ _ _ _ SUBJECT JACENT OWNER LINE E
8. Rough grade Site. (UNSURVEYED UNLESS DIMENSIONED)
9. Complete final grading and place TIE LINE
gravel in the drive and parking ---- ALINE
/ areas. --W- WATERLINE
10. Seed site per vegetation schedule / = _ � SS- SANITARY SEWER LINE a to achieve site stabilization. - STORM DRAIN LINE
/ 11. Inspect erosion control measures - SETBACK LINE
weekly or after rainfall events until -x-K- FENCE
a % a the site is stabilized. TREE LINE
12. After stabilization is complete,
U- removed silt fence and other ABBREVIATIONS
r1/ temporary erosion control R/W - RIGHT OF WAY
�v ESMT-EASEMENT
NT
measures. PSDE - PUBLIC STORM DRAIN EASMENT
13. Convert and to post -construction GDUE - GENERAL DRAINAGE AND UTILITY EASEMENT
P P TIE - TIE LINE TO MONUMENT
O design for water quality. S/B- BUILDING SETBACK
Ix J / 14. Estimated time before final IPS - IRON PI RSET
/I stabilization, 2 months. NS -IRON PIN FOUND
NS -NAIL SET
CP-ALCULATED POINT
y l a r ` C MC CITY OF MONROE
Q
0 / I
/ V
\
\
/�VJ , \
Lar18 �pa9g /N°I
o
0EXISTING CONTOURS /' Q `pC1G
TYPICAL I /
_ V o
0
/ Z
i
! PROPOSED CONTOURS
TYPICAL
i / UNDISTURBED AREA
I �x A BMP EASEMENT /
SILT FENCE; j / -' ' - - _w wa III In w w TO BE DEDICATED BY DEED
OUTLET i / r - �. _, .www .. AT TIME OF AS-BUILTS.
/ /
_ - - -
www ..........a
-- FROM PUBLIC RNV ALL THE
... _-��- _ •••w1♦ / WAYEASS ROUND PROPOSED
•
4F• /� ^ I ';� i �� ------ '-" _ _ _ _,�r♦� ftft PROPOSED OPEN POND - SEE SHEET 5. /
i= �, I - ♦♦ 'SPACE - SEPTIC
° DRAINFIELD TO BE /
INSTALLED AROUND /
'EXISTING TREES
Iw♦ I I I I I �/ \ `�\ �'�\ RQEOAR� /
EXIST. HOUSE ", , \ y \♦;♦ • • /
/ U �♦ ��! o I� { I I I I I 2 • I II
�€ •i ♦f♦\z��\♦♦ ♦ ,'♦.\� \ • �/
j WETLAND "AA"
YI 11
ww 411*
\/♦0.04AC.
PROPOS
OPEN SPACE I
RELATIVELY
/ o , I I I I I I g /\♦♦�� ♦ �., / PERMANENT WATER
/ k ♦ Y11 1� I - _ /, o : ` 1 \�♦ \ ♦ `` OTTOM OF POND 185LF
I YI 10 e
666.00
to
_ _\/ \
/ Io o _ SRONLNG gSPcd
� •�
YI 4 ♦`\�! w♦♦`�V '• -figD
HALT TEMPE.- .__TNSTww w
/RELATIVELYSEE DLRUCTIONENTRANCE YI 5
, YI 8 o j SEPTIC AREA �i �ti '
y -- www �' ► �' PREVIOUSLY STAKE ---i i. ♦♦ \�� R STREAM ABER
I BY UNION COUNTY. `s �♦ �\ \ ` 112 LF
..-` �,. w _ _ � CURRENTLY IN FINAL ` `
UNDISTUIigED ARE \hwww ww ► PERMITTING \ ` `' •.`
/ A w PROCESS.
SEE UTILITY PLAN
/ � ■ w w w w Io ,... FOR SEPTIC LINE 64 . �\ \ \•
_ _ w w .. _ " LAYOUT / / -O J
/ w ♦ w� �� / / HW-14
' / o INLET PROTECTION _ _ ` � _
TYPICAL -SEE DETAILS _ _ _ _ _ "� w w, • w w ♦ ♦ w _ ,,: _ / / 6S , 1 .\
_ _ _ 88
--�70.. YI7 ♦www ww�wwwww. wf� � I o \ ♦wwww.`.",�� ��������� I PROPOSED
061 w w w w w ...il 1.25 ACRE 1 j
` PROPOSED CLEARING _ _ _ _ _ - _ , V
do w.�l www w . �` mow` 1 DEDICATED
_ _ _ a` �' `- ♦ I OPEN SPACE \
LIMITS -TYPICAL \ _ _ ♦ wr w _.� UNDISTURBED \ '\ 812 ,..� _..�
____ , .. ww I AREA
DRAINAGE AREA \ __ --____ JB13�,•=,w♦.,ww . I .1 \
o `\_ BOUNDARY \ �-_ w•ww -RAP APRON
STORM STRUCTURE CHART A20'EASEMENTONALL \\ ��/ _ ''.♦. .�.• • i SEE DETAIL ON \
STORM DRAIN LINES _ _ - _ j SHEET D-3 \
o TO BE DEDICATED BY DEED _ ��..
/ o AT TIME OF AS BUILTS , _ _ UNDISTI/
I 6\
I
/3Z
/ O
L/
/ o
�o
/ o
II
Structure Structure Pipe Len th of Elevation Elevation Slope Wier/Throat
U/S D/S Size Pipe ft U/S D/S % Elev. U/S
YI-1 Y1-2 15 98.49 704.84 703.86 1.00% 708.42
YI-2 YI-3 15 68.64 703.66 702.97 1.00% 708.42
YI-3 YI-4 18 151.23 702.77 701.26 1.00% 709.92
YI-4 YI-5 18 70.78 701.06 700.35 1.00% 709.92
YI-5 Y1-6 18 64.03 700.15 698.87 2.00% 707.92
YI-6 YI-7 18 114.92 698.67 696.37 2.00% 704.92
YI-7 JB-12 24 122.75 696.17 692.49 3.00% 701.92
JB-12 JB-13 24 204.3 692.29 671.86 10.00% 700.42
JB-13 HW-14 30 58.86 666.59 666.00 1.00% 683.42
YI-8 YI-9 15 62.71 698.32 698.01 1 0.50% 701.92
YI-9 YI-10 15 65.15 697.81 697.48 0.50% 703.92
YI-10 YI-7 18 109.42 697.28 696.37 0.83% 703.92
YI-11 YI-10 15 52.08 F 698.32 697.80 1.00% 701.92
RE
ED �i '.. • sS
SEE SHEET 5. � � ��-��_ �� AREA
I I \ZZ
I I \ \ I
DRAINAGE FLOW DIRECTION \ \�
I II I ARROVV - TYPICAL. THE RUNOFF FROM
I I THE BACK OF THE PROPOSED BUILDING \ ��
WILL SHEET DOWN THE STABILIZED SLOPE ` TOP OF DAM - 672.00 \
I - AND FOLLOVV THE EXISTING TOPOGRPAPHY I
I TO THE BMP \
Surveyor
Providence
Providence Land Group, PLLC
3716 Providence Road South
Waxhaw, North Carolina 28173
704.400.0117
NC Firm #P-0910 - SC COA #4356
``",nnuNgr
Y\ CARr
bEAL
L-4243 Q: S
e ti
ti� ✓ SST\K��OP�, 9-30-1 s
Engineer
CM EC, PC
Construction Materials
Engineering & Consulting, PC
4401 Shopton Road
Charlotte, NC 28217
704.323.7334
N CAROZ '.
QGdli ��Q n,.rMIN.�`'` 9-30-16
e deg/0 a/ t/On
/Ce
PLANS PLOTTED 10-10-16
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Client Name
Threshold Church
3127 Weddington Road
Matthews, NC 28105
704.578.6554
Scale
50, 0' 25' 50'
Eff-
SCALE: 1" = 50'
Project Name
Threshold Church
Phase 2
Town of Weddington
Union County, North Carolina
Sheet Title
Stormwater
Concept Plan
Date Issued For Rev
6/22/16 First Submittal 0
9113/16 Revised per Stormwater comments 1
dated 7-11-16
9/30/16 Revised per Stormwater comments 2
dated 9-22-16
I PERMANENT BMP POND I I \ Print Date
(SKIMMER BASIN DURING CONSTRUCTION I i
I I - l October 10, 2016
I
RE
ED �i '.. • sS
SEE SHEET 5. � � ��-��_ �� AREA
I I \ZZ
I I \ \ I
DRAINAGE FLOW DIRECTION \ \�
I II I ARROVV - TYPICAL. THE RUNOFF FROM
I I THE BACK OF THE PROPOSED BUILDING \ ��
WILL SHEET DOWN THE STABILIZED SLOPE ` TOP OF DAM - 672.00 \
I - AND FOLLOVV THE EXISTING TOPOGRPAPHY I
I TO THE BMP \
Surveyor
Providence
Providence Land Group, PLLC
3716 Providence Road South
Waxhaw, North Carolina 28173
704.400.0117
NC Firm #P-0910 - SC COA #4356
``",nnuNgr
Y\ CARr
bEAL
L-4243 Q: S
e ti
ti� ✓ SST\K��OP�, 9-30-1 s
Engineer
CM EC, PC
Construction Materials
Engineering & Consulting, PC
4401 Shopton Road
Charlotte, NC 28217
704.323.7334
N CAROZ '.
QGdli ��Q n,.rMIN.�`'` 9-30-16
e deg/0 a/ t/On
/Ce
PLANS PLOTTED 10-10-16
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Client Name
Threshold Church
3127 Weddington Road
Matthews, NC 28105
704.578.6554
Scale
50, 0' 25' 50'
Eff-
SCALE: 1" = 50'
Project Name
Threshold Church
Phase 2
Town of Weddington
Union County, North Carolina
Sheet Title
Stormwater
Concept Plan
Date Issued For Rev
6/22/16 First Submittal 0
9113/16 Revised per Stormwater comments 1
dated 7-11-16
9/30/16 Revised per Stormwater comments 2
dated 9-22-16
I PERMANENT BMP POND I I \ Print Date
(SKIMMER BASIN DURING CONSTRUCTION I i
I I - l October 10, 2016
I
AND WATER QUALITY POND AFTER I
RISER - SEE DETAIL ABOVE" •
_-'
Drawn By
Checked By
a NOTES `
1. ALL PIPES TO BE CLASS III RCP
CONSTRUCTION) SEE EROSION PLAN AND
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James P. M
2. STRUCTURES YI-1 TO YI-11 ARE TO BE BUILT PER THE "SLAB TYPE CATCH BASIN" DETAIL ON SHEET D-3. NO
DETAILS FOR SKIMMER BASIN DETAILS I
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-
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Jason C. King
M. Jay Stikeleather
leaches
MANHOLE RING AND COVER NEEDED. THESE STRUCTURES ARE TO BE OPEN ON ALL 4 SIDES OF THE
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Job Number
Sheet Number
STRUCTURE.
3. STRUCTURES JB-12 AND JB-13 ARE TO BE BUILT AS 4' X 4' CONCRETE JUNCTION BOXES PER NCDOT STD.
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14041
840.31.
4. STRUCTURE HW-14 TO BE BUILT PER "CONCRETE WINGWALL AND SPLASH PAD" DETAILS ON SHEET D-3. -
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