20200485 Ver 1_SW and overall site plan_20200511

Strickland, Bev
From: Megan Shelton <[e-mail]>
Sent: Monday, May 11, 2020 10:16 AM
To: Johnson, Alan
Cc: David.L.Shaeffer ([e-mail])
Subject: [External] Re: Milton Road DWR 20-0485 SAW ID 19-02005
Attachments: Overview.pdf, Stormwater.pdf
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Mff-rt-s—[e-mail]
Hi Alan,
1). I have attached the stormwater plans below
2). I have attached the revised overview plan so that it matches the S 1 and S2 impacts. To address your
question about the stream relocation, there is an existing sewer line where you have drawn in the relocated
stream and headwall, so that would not be a viable option for them since they cannot impact it.
Let me know if you have any other questions.
Thanks,
Megan Bollero
On Mon, May 4, 2020 at 12:24 PM Johnson, Alan <alanJohnson o,ncdenr.gov> wrote:
1) Where is the stormwater diagram. Outfalls, BMPS.
2) The overall site plan doesn't match with the impact for S1/S2. The above is more
appropriate with proper headwalls to minimize the impact. The second illustration is the
impact sheet and it shows the parking lot on top of the stream. If that is the proposed impact,
why can't the stream be relocated (as drawn in). I would go with the first illustration! I think
this approximates the JD. Orange is intermittent. Thanks, Alan

PFUPUMNJ IFFIPCILAZ kQJ
and Sol
. � •� � a . "- - �� # •-tea--, � i
eA
Mi_
jj�
x r
Road grossing
,
-See sheet 2 for
i
proposed impact
.,..,...� (61 and S2
_
— _
7
}

DWR
DNIA16n of Water Itetour[es
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)

Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Megan Bollero, WPIT
Project Scientist
Carolina Wetland Services Inc. [google.coml
550 E Westinghouse Boulevard [google.coml
Charlotte, NC 28273 [google.coml
Cell: (757)-576-6433
www.cws.net [cwsnet]

F"P" Vnw 1.
See aF80 b,
pwpoeedmpetla -
(51 entl S2j -
� i

:�
ar i � /��.
€;; �� \�
i �F �
��� � c=m �

Ek�RR/NGT
�' �N 6
B�/C Rid,
ro
1 SHEET C-3.1 / C-3.3 N/F
1 DAVID LUTHER WILLIAMS
& KAREN B WILLIAMS ,
DEED BK 27564 PG 202
1 PARCEL: 09921126
ZONING: 1-1, 0-1
CURRENT USE: VACANT `
1 =.
N/F
DAVID LUTHER WILLIAMS \
& KAREN B WILLIAMS
DEED BK 27564 PG 202
PARCEL: 09921126
ZONING: I-1, 0-1
_ CURRENT USE: VACANT
r � Mk
1
1 SHEET C-3.2 / C-3.4 1
1
1 1
1
1 1
1 F­I-
N/F
WOODFIELD COLLINS LLC \ /
DEED BK 22280 PG 793
PARCEL: 09921129 \
ZONING: R-17 MF
CURRENT USE: RESIDENTIAL \
NOTES: \/
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT WESTERLY HILLS DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
6. 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 PROPERTY OWNERS.
7. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
9. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
10. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS LOGS TIMBER JUNK AND OTHER ACCUMULATIONS
1 N/F 1
GEORGE MARTIN
/ DEED BK 32843 PG 578 1
1 Q / PARCEL: 09920598
ZONING: 1-1
tY�r
CURRENT USE: VACANT /
1 POTENTIAL \ / 1
PROP - v o TREE SAVE `
STRFFTV'i ' AREA (TYP.)
�e 1 J 1
Y I 1
% .0 1
1 PROP
•� • /
STREET BATE
1 /
• `' � � END PRIVATE /
STREET B
N/F 1
WOODFIELD COLLINS LLC \ / / N/F
DEED BK 22280 PG 793 I 1 CLTCAR LLC 1
PARCEL: 09921130 / DEED BK 32384 PG 881
ZONING: R-17 MF I / PARCEL: 09920549
UR�USE: RESIDENTIAL\ 1 / ZONING: R-12MF(CD) 1
1 / CURRENT USE: MULTI -FAMILY
I /
� 1
1
mmm
N/F
PHYLLIS S WORTHY
DEED BK 15233 PG 694
PARCEL: 09921117
ZONING: R-17 MF
CURRENT USE: RESIDENT
IN
0
� 1
m m m m m
\
N/F
SHARON E JOHNSON
DEED BK 06329 PG 923
/ PARCEL: 09920128
ZONING: R-3
N/F CURRENT USE: RESIDENTIALI
RADIANT PROPERTIES LLC
DEED BK 25224 PG 049
PARCEL: 009920127
POTENTIAL ZONING: R-3
TREE SAVE / CURRENT USE: RESIDENTIAL
\ AREA TYP \
12. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTION OF THE (CITY OF MERA INVESTMENTS LLC
N/F \ I \
CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8. I _ _ I �l
13. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED \ DEED PG I
BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. PARCEL:
0999921116
14. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE 9 ZONING: R-17 MF, R-4
ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT OO CURRENT USE: RESIDENTIAL
CONSIDERED IN THE 100+1 FLOOD ANALYSIS) --- S�.O
15. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.
16. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIORN/F
TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY \ C,p Q / JAMES E CALDWELL &
SUBDIVISION ORDINANCE. DEVELOPMENT SUMMARY: 2L 'QjL SHIRLEY E CALDWELL I
17. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE DEED BK 05353 PG 030
PROVIDED. 1. TAX PARCEL NUMBER PARCEL: 09921115
18. PRIOR TO PLAT RECORDINATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING - 09917101, 09921101 ZONING: R-4
TO THE GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY 2. SITE JURISDICTION CURRENT USE: RESIDENTIAL I
SHOWN ON THE ROADWAY IMPROVEMENT PLAN. - CITY OF CHARLOTTE I
19. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE 3. TOTAL SITE ACREAGE /
MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED - ± 16.56 ACRES \
PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 4. PROJECT SITE ACREAGE TO BE DEVELOPED
20. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY - ± 16.67 ACRES I
ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED RO COORDINATE RELOCATION.
5. EXISTING ZONING &USES I N/F
DEVELOPER SHALL BE RESPONSIVLE FOR ALL RELATED RELOCATION COST AND/OR ABT REPAIR COST CAUSED BY THE
CONTRACTOR/DEVELOPER. R-17 MF, R-9 MF CD, I-1 ASSOCIATION MILTON
21. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR -VACANT COMMONS HOMEOWNERS
PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT 6. DIMENSIONAL REQUIREMENTS I DEED BK 08510 PG 722
HTTP://WWW.CHARM ECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAIN TENANCE/HOME.HTM 17' SETBACK FROM ROW PARCEL: 09917361
�
22. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY 10' SIDE YARD TI ZONING: R-4
ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF 50' REAR YARD (ADJACENT TO SINGLE FAMILY) I CURRENT USE: VACANT
TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone]. 40' REAR YARD (ADJACENT TO NON SINGLE FAMILY) \ I / C
23. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET 7. TOTAL RESIDENTIAL UNITS
IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK REPAIRED AND REOPENED - 168 UNITS 13. VEHICLE PARKING
FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL. 8. DENSITY PER ZONING: REQUIRED: 294 SPACES (1.75 SPACES PER DWELLING UNIT PER QAP)
24. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND ALLOWED: UP TO 247 MULTI -FAMILY RESIDENTIAL DWELLING UNITS PROVIDED: 294 TOTAL SPACES (1.75 SPACES PER DWELLING UNIT)
WILL REQUIRED A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS R-17 MF: 13.60 ACRES X 17 UNITS/ACRE = 231 UNITS FINAL PARKING COUNT SUBJECT TO CHANGE BASED ON
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR R-9 MF (CD): PER PREVIOUS REZONING 83-39 THE FINAL ENGINEERING
SHALL CONTACT CDOT AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FIR IMPACTS LESS THAN 30 DAYS. ALLOWABLE UNITS HAS ALREADY BEEN CONSTRUCTED = 0 25 ACCESSIBLE SPACES
CONTRACTOR SHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY 1-1: 1.15 ACRES X 0 UNITS/ACRE = 0 UNITS 17 HC SPACES FOR TYPE A (1 PER TYPE A UNIT)
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. PROVIDED: 168 UNITS/16.62 ACRES = 10.10 UNITS/ACRE 4 HC SPACES FOR TYPE B (2% OF TYPE B UNITS)
25. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A 9. BUILDING HEIGHT (0.02 X 151 UNITS = 3.02 SPACES = 4 SPACES)
TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE MAXIMUM ALLOWED: 3 STORIES/40' + V FOR EVERY 2' FROM SETBACK AND 3 HC SPACES FOR DUMPSTERS
ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC YARDS PER TABLE 9.406(2)(A) OF THE ZONING ORDINANCE. (ADJACENT TO 1 HC SPACE FOR CLUBHOUSE
CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W RESIDENTIAL). 100' (WHEN ADJACENT TO NON RESIDENTIAL USES OR ZONING) 14. BIKE PARKING
CLOSURES. CONTRACTOR TO CONTACT CDOT AT [phone]. MAX PROVIDED: 46'-11" (REFER TO ELEVATIONS FOR HEIGHT COMPLIANCE) REQUIRED: N/A - LOW INCOME HOUSING
26. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR 10. BUILT UPON AREA 15. SOLID WASTE
SHALL CONTACT CDOT AT [phone].
27. DEVELOPER TO CONTACT (ALFRED OYOYO, 704-336-3939) DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING PROVIDED: 5.56 ACRES (242,132 SF) 33% REQUIRED: ONE 8 CU. YD. DUMPSTER PER 30 UNITS
REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE 11. NATURAL AREA: PROVIDED: 168 UNITS / 30 UNITS = 6 - 8 CU. YD. DUMPSTERS
LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. REQUIRED: 10% OF SITE ACREAGE = 0.1 x 16.56 = 1.66 ACRES 16. RECYCLING
28. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATE - FOR UTILITY COORDINATION RELATED TO BOTH EXISITNG UTILITY PROVIDED: 4.52 ACRES REQUIRED: 3 x 144 SF FOR 168 UNITS (432 SF)
RELOCATION NEEDS AND PROPOSED UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY 12. TREE SAVE: PROVIDED: 432 SF
COORDINATION AT 704-36-4248 OR RTRU ITT@C HARLOTTE. GOV. REQUIRED: 2.49 ACRES 17. NOT ALL UTILITIES WILL BE UNDERGROUND
29. A JOINT MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMODATE ALL UTILITY TELECOME PROVIDED: 4.52 ACRES 18. ESTIMATED COMPLETION DATE
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. POTENTIAL TREE SAVE TO BE DETERMINED DURING FINAL DESIGN JANUARY 2022
30. ALL ACCESSIBLE PARKING SPACES MEET VAN ACCESSIBLE STANDARDS.
N/F
A&M INVESTMENTS OF THE
CAROLINAS LLC
DEED BK 26486 PG 553
PARCEL: 09920126
ZONING: R-3
GREAT WAGON RD
/ 50, PUBLIC R/W
BUILDING INFORMATION
BLDG TYPE A
BLDG TYPE B
OLM BUILDING
CONSTRUCTION TYPE
5-A
5-A
5-B
USE GROUP
R-2
R-2
A-3/B
MAX HEIGHT
45-3"
46-11"
29'-0"
SPRINKLER SYSTEM
NFPA 13R
NFPA 13R
NONE
UNIT TYPE TABULATION
UNIT/BLDG #
1
2
3
TOTAL
1
12
12
24
2
12
12
24
3
12
12
24
4
112112
24
5
12
12
24
6
12
12
24
7
12
12
24
TOTALS
48
36
84
168
BEDROOM TABULATION
# OF BEDROOMS
TOTAL
% OF TOTAL
1
48
28.6%
2
36
21.4%
3
84
50.0%
168
100%
NOTE:
1. BASE MAP DATA FROM SURVEY PROVIDED BY R.B. PHARR, DATED
OCTOBER 22, 2019 AND SUPPLEMENTED WITH CITY OF CHARLOTTE
PLANAMETRICS, GIS TOPO, AND PARCEL DATA.
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
L.ndDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
EAL
037773
NE
J.
JI I I \MG
4/20/2020
0.
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=60'
0 30' 60' 120'
SHEET TITLE
OVERALL LAYOUT &
MATERIAL PLAN
SHEET NUMBER
C-3.0
4/21/2020 3:17 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X

J \ \ ExIST/NG eoTON
r■■■r.■■■■■■■�■�m■■s■■�■■� IN fir _�\aq■■■■�ii■���■S■�■■E ■■■■■■■■■■■■■■■■■■■■■■■■� ��-------
I ■ SHEET C-6.1 / C-6.3
>6? SS
I ■ / I \ 1 N S\ ■ ■ I i SHEET C-6.2 / C-6.4 ■
I ■ / / I I / \ \ \ 161 SS ■ ■ I � ■
■ ^pro I 160 / m / \ ` 1g0 / \ ■ I II \ \ \\� \ \ 'I \ / ■
5 \ X
■ h 759 --� 760 � � S ���� 10 — S I � / 1 ■
6 758
/
�\ ■ / �/ ^� 66 757 >54 >s8 1y6 >55 757 � �\ 17 159 755 158 � / � I � S \ S \ ��= `\`\\ � � ii+ I � � � \ v' \ s� ■
//�/ / 1 ` 754 ■ \ S by � �_ \ � I \ -� � ■
753
All-Lj
756
/ \ / 1 \ � Tao �s ss 0 •rt ■ \� �� \ /
■ � `� °jo ^ ,� i � % `� � ��� ■ � \ ' 755 • _ / � /' ■
1
1 \ I
b h
o
■ \ \ • . 754 / 1 .� N 6`L � \ \ \ _ / (�
■ \ > _ i 15 / 754 / 1 I �� \� I v \� ■
■
16■ ■ ■ ■ ■ ■ ■ ■
■■■■■■■■■I
I I
� I I
I I I
----------------------------- -
--
MEADOWCLIFF DRIVE
50' PUBLIC R/W
■ ■ ■ ■ ■ ■ ■ ■
\ \ A O
S n y5 50 \ / ^ bo�/ / w / ■
A ^ .^yam �yti „/ s � � \ �� � JJ ( ,� � ^b� 750 ; / ■
GCS / / 1h� �■ \ \ �� �� � � / / 751
- � \ W \ � /� U IN / ^yam \ ■
747 r I
>S3 753 v S \ / ■
% / / 1 � ® .F� 748 N \ / \ / ■
75j am Ab6 ' ��� 747
_ 6/
. S� 1pa .• 74a � y 7gQ . 141
� I ■ >48 • � I SS ■ 0
■
74
� � � 7aa/ � �� — / / � �I ■
— IN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN op
STORM DRAINAGE NOTES:
� � a
1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND
UTILITY DEMOLITION INFORMATION.
2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
/ / I CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
DRAINAGE SYSTEMS.
3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
I❑ / / / SERVICE RELOCATIONS.
4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
10
1
I 1 ,
/
G /
I / I
/ I
I
/ I
I I i I
r�
GREAT WAGON RD
50, PUBLIC RNW
CHARLOTTE UTILITY COORDINATOR.
5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
STRUCTURES.
6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
NOTED.
7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
INSTALLATION.
8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR TO MAINTAIN FIVE FEET (5') SEPARATION FROM UTILITY
POLES WITH ALL EXCAVATION.
10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
BEFORE YOU DIG!
CALL 'I-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
L�ndDe 'evD.L.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
y
EAL
037773
4/20/2020
CA
C-01 5 * _
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=60'
0 30' 60' 120'
SHEET TITLE
OVERALL STORM DRAINAGE
PLAN
4/21/2020 3:28 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 31
SHEET NUMBER
C-6.0

L
,MdDe '
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
/ / I PROP. CB-34C -
/ RIM:761.69
\ EX. FES-1 18" INV. OUT: 756.50 (PROP. STMH-34B)
/ RIM: 756.41 \ SS
36" INV. OUT: 752.99 (PROP. STMH-33) \ 45.25 LF OF 18" RCP @ 2.00%
/ i S
PROP. STMH-34B
^ 26.70 LF OF 36" Concrete Pipe @ 4.64% \\ RIM: 760.67 /
18" INV, IN: 755.60 (PROP. CB-34C)
PROP. DI-2 PROP. STMH-33 - 18" INV. OUT: 755.60 (PROP. STMH-34A)
/ RIM: 752.15
RIM: 757.28
18" INV. IN: 748.00 (PROPDI-1) 36" INV. IN: 751.75 (EX. FES-1)
36" INV. OUT: 749.37 (PROP. STMH-34)
18" DI-3) INV. OUT: 748.00 (PROP..
PROP. DI-1 �� ti°• ,
762 RIM:753.00
760 18" INV. OUT: 748.67 (PROP. DI-2) _ \ - 761
760
759�
l ° 757 t ///
// / • 7SS 757 \ \ Q 0 75a
PROP. CB-1
1y ti° s >ti RIM:755.73 a SS
18" INV. OUT: 748.74 (PROP. CB 12)
24.07 LF OF 18" RCP @ 1.00%
%
W l o PROP. STMH-34A 3 753 �lJ
PROP. AD-3D O o . o o � / � � \
^ / RIM: 752.25 o ► L ° e ° co RIM: 755.99
I � � � PROP. AD- 156
/ 18" INV. IN: 751.38 (PROP. STMH-34B)
J I 8" INV. OUT: 749.65 (PROP. AD-3C) � V. o ass ° � RIM: 750.50
0 ti ° 18 INV. OUT: 751.38 (PROP. STMH-34)
O Q • - ^y� / A 8" INV. OUT: 746.33 (PROP. CO-
W PROP. CB-12 •� 31.60 LF OF 8" HDPE Pie 1.0(
I I I �5y 67.18 LF OF 8" HDPE Pipe @ 1.00% a / O RIM: 755.68 3 `� p @
/ Q / 136-80, �� \ 18" INV. IN: 748.50 (PROP. CB-11) L// �y / PROP. 1 A
18"l�C �s4 °_ ti • 18" INV. OUT: 748.50 (PROP. CB-13) [ O CO 5
RIM:751.78
00% n PROP. CB-13 �y2
i 8" INV. IN: 746.01 (PROP. AD-15B)
RIM: 753.90 M �y1 8" INV. OUT: 746.01 (PROP. CB-15;
18" INV. IN: 748.03 (PROP. CB-12)
18" INV. IN: 749.28 PROP. CB-13A ti 24.67 LF OF 8" HDPE Pipe @ 1.00%
s ° ° - 18" INV. OUT: 748.03 PROP. CB-14
\ \� 760 ass e oI° ( ) , F PROP. CB-15
\\/ \ PROP. AD-3C / a a ° �; ss g 5ti RIM. 751.68
1 RIM: 752.25 ^ ti °° L ^ GQ �s 18" INV. IN: 745.76 (PROP. CB-14)
\ ° 8" INV. IN: 748.98 (PROP. AD-3D) ° o• �� „Q " S ti 65 > • 8" INV. IN: 745.76 (PROP. CO-15A)
\ 12" INV. OUT: 748.98 (PROP. CO 36) o f ' �� s 81 LFOF ti 18" INV. OUT: 745.76 (PROP. CB 16)
o O� \I / ss � 18 RCP ° °°°°, °> �•
\ ° ��° . ��FL��I1 1 �� S, C1.2g%� s7LFOF18"RCP@ ° s
2.77 /° PROP. AD-16C
40.29 LF OF 12" HDPE Pipe @ 1.23% 'e / `O ° 's 51.7 RIM: 750.50
\\ � ' °f / y`�' 46.95 LF OF 18" RCP @ 1.00%
U �� �' 00 / / �# /o rya ss s� 3 8" INV. OUT: 748.00 (PROP. AD-16B)
22.LF OF 18" RCP @ 1.00 /° O ss
\\\
coROP. CB-13A s
► / 65.33 LF OF 8" HDPE Pipe @ 1.00% �' � ° �� � �
\ N PROP. STMH-34 ^ RIM: 753.90 / �� e 12.50 LF OF 8" HDPE Pipe @ 1 00%\
RIM: 755.19
36/ 18" INV. OUT: 749.50 (PROP. CB 13) PROP. CB 14 O,
\ a ss °' PROP. AD-16B
� " INV. IN: 748.27 (PROP. STMH-33) �, i RIM: 752.27 rp,
18" INV. IN: 749.77 (PROP. STMH-34A) / 'ss ° 18" INV. IN: 747.19 (PROP. CB-13) 'A
RIM: 750.50
\ \ \
40.31 LF OF 15" RCP @ 1.00/o ° / 36" INV. OUT: 748.27 (PROP. STMH-35) i ( / 18" INV. IN: 748.28 (PROP. CB-14A) O 8" INV. IN: 747.35 (PROP. AD-16C)
P 18" INV. OUT: 747.19 (PROP. CB-15) C (�� 8" INV. OUT: 745.13 (PROP. CB-16
PROP. PROP. CB-7E (P . moo 'sue
RIM: 754.44 ti ° ' / 1` ° 0 22.11 LF OF 18" RCP @ 1.00% I • ° N o
RIM:753.42 ° 12" INV. IN: 748.48 (PROP. AD-3C) % 754 \ 18" INV. OUT: 748.55 (PROP. CB-7D)
\ 12" INV. OUT: 748.48 (PROP. CO-3A) ti ° \ti /� If PROP. CB-14A
RIM:752.28
24.59 LF OF 12" HDPE Pipe @ 1.00% W
18" INV. OUT: 748.50 (PROP.
W
PROP. CO-3A � ti
RIM: 754.50
12" INV. IN: 748.24 (PROP. CO-3B) \ / �`� % �y3 • •PROP. CB-7D o LF OF Ss
12" INV. OUT: 748.24 (SDMH-3A) M / e / / • M RIM: 753.42 a16
18" INV. IN: 748.31 (PROP. CB-7E)
63.62 LF OF 12" HDPE Pipe @ 1.00% °ti ° / o 18" INV. OUT: 748.31 (PROP. CB-7B)
PROP. CB-16
RIM: 751.05
18" INV. IN: 743.82 (PROP. c
18" INV. IN: 746.86 (PROP. CB-16A)
8" INV. IN: 745.00 (PROP. AD-16B)
y 18" INV. OUT: 743.82 (PROP. CB-17)
O< PROP. CB-17
RIM: 750.10
\ n �� 24.00 LF OF 18" RCP @ 1.00% � 0P � ° 18" INV. IN: 741.50 (PROP. CB-16) \
SDMH-3A ti > oo\ / 24.00 LF OF 18" RCP @ 1.00% ^ � o • PROP. CB-16A \ n� 18" INV. OUT: 741.50 (PROP. CB-18) RIM: 753.25 PROP. DI-3 / / ° �y2 "� / RIM: 752.84 / \
12" INV. IN: 747.60 (PROP. CO-3A) o' /
RIM: 752.09 / ° I ! ti Q 6 a 18" INV. OUT: 748.02 (PROP. CB-16)
" INVIN74644 PROP. DI-2) PROP. CB-7C
g ° •
15" INV. OUT: 747.35 (PROP. DI-3) 18 . : .(o \ do ss
U RIM: 749.98
15" INV. IN: 746.95 (SDMH-3A) ° 18" INV. OUT: 745.24 (PROP. CB-7B) i
18" INV. OUT: 746.44 (PROP. CB-4) ' ° N /
I
PROP. STMH-35 /
RIM:751.16
36" INV. IN: 745.50 (PROP. STMH-34)
36" INV. OUT: 745.33 (PROP. STMH-36)
PROP. CB-4 Sp ^
_ RIM: 752.72 91? F PROP SDMH-5A
18" INV. IN: 745.86 (PROP. DI-3) 'ss \ Oc RIM: 753.90
18" INV. OUT: 745.86 (PROP. CB-5) \ \ 78"R03o 753 15" INV. OUT: 745.34 (PROP. CB-5)
@7 O
00 34.46 LF OF 15" RCP @ 1.001yo°
a
PROP. CB -
RIM: 752.54 \ \ 84.76 �F pF RC 1y i/ 50
18" INV. IN: 745.30 (PROP. CB-4) \ y8.
15" INV. IN: 745.00 (PROP SDMH-5A) /'@ 1. �yo
18" INV. OUT: 742.62 (PROP. CB-6) \ \ 20%
- k \ 61.76
24
„RCP � �
_ k
I 57.99 LF OF 36" RCP @ 1.00% @ 0. 2,
PROP. STMH-36
RIM: 750.90 / 749
36" INV. IN: 744.75 (PROP. STMH-35) _
36" INV. OUT: 744.75 (EX. CB)
J
42.73 LF OF 36" Concrete Pipe @ 1.87% I I
PROP. CB-6
EX. CB RIM: 749.44
RIM: 748.96 18" INV. IN: 741.60 (PROP. CB-5)
36" INV. IN: 743.95 (PROP. STMH-36) 24" INV. OUT: 741.60 (PROP. CB-
�
CO � . •
PROP. CB-76 �
RIM:749.98 s'� l I ` ` • gs �yo
J 18" INV. IN: 745.00 (PROP. CB-7D) ° ( / \
s a,
M � 18" INV. IN: 745.00 (PROP. CB-7C) o ati � � PROP. CB-18 °, F • �-
18" INV. OUT: 745.00 (PROP. CB-7A) �4
45.88 LF OF 24" RCP @ 0.75% ^
RIM: 750.18 �\
26.06 LF OF 18" RCP @ 2.00% 18" INV. IN: 740.26 (PROP. CB-17) STORM DRAINAGE NOTES:
PROP. CB-9 s N'�
PROP. CB-7A 18" INV. OUT: 740.26 (PROP. CB-19A) s
^ O RIM:752.96 �
RIM: 749.39 24" INV. IN: 739.69 (PROP. CB-8) �'^ (Q
/ 18" INV. IN: 744.48 (PROP. CB-7B) 2: 7 INV. OUT: P. CB- () �o W 1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND
18" INV. OUT: 744.48 (PROP. CB 7) / ' UTILITY DEMOLITION INFORMATION.
24.01 LF OF 18" RCP @ 2.00% / P O� W 2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
1 t� LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
754 A CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
�s2 �s3 ass A ° % �ry DRAINAGE SYSTEMS.
s • y°�° 3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
� W I \ �GP @' SERVICE RELOCATIONS.
W ° `N OF 2� W 56.37 LF OF 18" RCP @ 1.49% . 4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
yo o >° >• , p6�� N CHARLOTTE UTILITY COORDINATOR.
PROP. CB-19A 5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
RIM:749.30 [0 STRUCTURES.
Asa 753 �_� / 18" INV. IN: 739.42 (PROP. CB-18) / N / ` 6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
83.09 LF OF 24" RCP o W 18" INV. IN: 742.46 (PROP. CB-19)
@ 0.75/0 ti / NOTED.
�s2 W 24" INV. OUT: 739.42 () 7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
>s PROP. CB-8A / 7.00 LF OF 24" RCP @ 1.00% INSTALLATION.
o . so . 8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
RIM:752.08 / 7
18" INV. OUT: 747.24 (PROP. CB-8) / '� FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
/ 752 STANDARDS AND SPECIFICATIONS.
/ 24.00 LF OF 18" RCP @ 1.00% W 9. CONTRACTOR TO MAINTAIN FIVE FEET (5') SEPARATION FROM UTILITY
I .e ti
1 I 75t T POLES WITH ALL EXCAVATION.
PROP. CB-7 PROP. CB-8 '' ^^ 10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
RIM: 752.08 ° vJ EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
RIM: 749.38 24" INV. IN: 740.52 (PROP. CB-7) I s' ° 11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
7) \ 18" INV. IN: 741.14 (PROP. CB-6) 18" INV. IN: 747.00 (PROP. CB-8A) O . i W REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
24" INV. O T: 741. (PROP. CB-7A) 24" INV. OUT: 740.52 (PROP. CB-9) W o
24" INV. OUT: 741.14 (PROP. CB-8)
z_�
PROP. AD707
RIM: 750.25
8" INV. OUT: 745.00 (PROP. AD-10B)
U
63.76 LF OF 8" HDPE Pipe @ 1.00%
PROP. AD-10B
.
RIM:749.50
F188NVINV.
.
IN: 744.36 (PROP. AD-10A)
.
.OUT: 744.36 (PROP. CO-10C)
50.91 LF OF 8" HDPE Pipe @ 1.00%
/ S
745
ss
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
KEY MAP
SEAL
CA
` EAL -
037773
y-
. F� c i N EE��.nP�
11•III\1 w� \\•
4/20/2020
11UA 'z/
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15' 30' 60'
SHEET TITLE
STORM DRAINAGE PLAN
4/21/2020 3:28 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X
SHEET NUMBER
C-6.1

z
■ I I \ -
■ I I
■ I I
■ I I
■ I I �
\EX. HW r� \
RIM: -2.92 / so PROP. CB-31 \
\ i 160" INV. OUT: 745.07 (PROP. STMH-37) RIM: 751.85 / \
PROP. CB-30
18" INV. .. INVOUT: 74765 (PROPCB-30) /
RIM:752.32 �s \
\ \ = SS 80.60 LF OF 60" RCP @ 0.20%- \ \\ I 18" INV. IN: 747.37 (PROP. CB-31) 9
27.97 LF OF 18" RCP @ 1.00% 18" INV. OUT: 747.37 (PROP. CB-28)
757
PROP. CB-29
18" INV. OUT: 747.89 (PROP. CB-28)
■� _ \�S\\ �� /// � /� �\\ / �, SSA / � � \
\ \\\l_756 �h' \ ° 54.73LI-OF18"RCP@2.0�o
■ PROP. CB 28
\ `� \ \ \\�\� \ \ • 7 / / 1 \ RIM: 752.41
■ \ \� \ \ �� / / l I I �� 18" INV. IN: 746.80 (PROP. CB-30)
PROP. STMH-37
\` 18" INV. IN: 746.80 (PROP. CB-29)
I ~ RIM:751.41 � � / sj\ I
18" INV. OUT: 746.80 (PROP. CB-27)
\\\ \ 60" INV. IN: 744.91 (EX. HW) • �_ • • r'rp
\\ \\\ \ \ 60" INV. OUT: 74224 (PROP. HW-38) \ > ' 6 • e ' !T I / \ \
� o \\ T • 755 • O � I �
\\ \ \ I 24.63 LF OF 60" RCP @ 3.00 /o
PROP. HW-38\\\� l OA
_ l
\\ \ RIM: 747.08
\ \ 60" INV. IN: 741.50 (PROP. STMH-37)
PROP. AD-27B
RIM:750.50 /
742 - t �\ 8" INV. OUT: 746.81 (PROP. AD-27A)
\ w \
\ \ \ \ \\ \\ �/ / 57.70 LF OF 8" HDPE Pipe @ 1.00% �'. G'
o h
■ ti\ \\ \ \\\ \ \� ^� \/ �� 12.59 LF OF 8" HDPE Pipe @ 1.00% �
■ \ \ A, SS //� PROP. AD-27A • D • �GQ /
RIM:750.50
■ \ 8" INV. IN: 746.24 (PROP. AD-27B) > OF
■ �yti \ \\\ \ \\\ \ \ \ I \ 8" INV. OUT: 746.24
\ \ • ° \ \
U ■ ` _ \\ _ � \ \ - Tao � J I I \ PROP. CB-27 �
■ \\ \\ \\ \ \ \ / • RIM: 751.15 \
18" INV. IN: 746.11 (PROP. CB-28) \
W ■ \ \\ \ \ /� 8" INV. IN: 746.11 (PROP. AD-27A)
18" INV. OUT: 746.11 (PROP. CB-26)
W ■ \ \ \\ \ \ / / '\ \ 40.05 LF OF 18" RCP @ 2.20%
♦� ■ 'sue \\\ \\ C \ �/ I \ / �'' f ° ° • D \ °j� ^ RIM: 76 50 95
■ •S\ \\ \/ 0 18" INV. IN: 745.23 (PROP. CB-27) \
S \ \\ / / I 18" INV. OUT: 745.23 (PROP. CB-25)
W �51 \ ^ate / RIM:74724 9I
\ 18" INV. IN: 740.59 (PROP. CB-25)
PROP. CB-19 I
• \ \ I PROP. HW-39 ! 15" INV. IN: 740.59 PROP. DI-24A) /
J ■ / RIM: 748.90 \ I / INV. OUT: 734.00 (PROP. HW-40) 75p 18" INV. OUT: 740.59 (PROP. CB-23) /
18" INV. IN: 742.86 (PROP. CB-17A) / I III / /
L \ I / PROP. CB-22
8" INV. IN: 743.21 (PROP. CO-10C) \J� RIM: 746.13
• e 18" INV. OUT. 742.86 (PROP. CBL19A) \ \\ / ( 18" INV. IN: 741.00 (PROP. CB-21) /
tPN �j/� I 18" INV. OUT: 741.00 (PROP. CB-23) 75� o /
/ l 53.23 LF OF 18" RCP @ 3.00%
\ 16.59 LF OF 18" RCP @ 1.00% L / \ // \ j \ \ /�// I PROP. C/
• D I /
o W 2 .
rf PROP. CB-1 v \ \ \\ _/� RIM: 746.47 • ° / h", /
RIM: 748.51 ��i /\ \\\ 18" INV. IN: 739.82 (PROP. CB-24) W 3 58% ^' ^
■ (, 18" INV. IN: 743.03 (PROP. CB-17B) 18" INV. IN: 740.32 (PROP. CB-22) 18" PC @
■ 18" INV. OUT: 743.03 (PROP. CB-19) 40.76 LF OF 18" RCP @ 1 00% 24" INV. OUT: 739.82 (STMH-23A) g1 LF OF
1z
31.97 LF OF 18" RCP @ 1.270
Aso ■
1 A�
• �s
\ 1
749 _
PROP. CB-21 \ o N 1 p0% I \ PROP. CB-25 /
745.89 RCp @ \ �X RIM: 750.05
RIM: oo' • OF 18 ° IL I \ \ 18" INV. IN: 743.63 (PROP. CB-26)
18" INV. IN: 741.41 (PROP. 45.89
/ ► 18" INV. OUT: 741.41 (PROP. CB-22) p @ 1 AO i6 50 LF o I Z 18" INV. OUT: 743.63 (PROP. CB-24)
/% ' 00 F 18 22.25 LF OF 24" RCP 1.00%
�.13 LF OF 18" RCP @ 1.00% 7as 68• ' @ I gS
/ PROP. CB-17B I 0 S \
RIM: 747.67 SAND FILTER #2 OUTLET
/ 18" INV. OUT: 743.50 (PROP. CB-17A) coo / 18" INV. OUT: 735.50 (BOX CULVERT) I W / \
LL
_j
/ ^ / D19�\' \ / 12.17 LF OF 24" RCP @ 1.00% W L \ N
121.43 LF OF 18" RCP @ 0.50% \ STMH-23A
�6 RIM:746.96
/ ^ J / 24" INV. IN: 739.60 (PROP. CB-23) ti F HQPEp\pe
24" INV. OUT: 739.60 Q 0 OF S'
e 63.85 LF OF 8" DIP PIPE @ 1.00% I ^ti 74T 1
PROP. CB-20 `@J �• L ` �`,, I I /
RIM:745.63 �!C` W /
18" INV. OUT: 741.89 (PROP. CB-21) OJT a, I I SS
SAND FILTER #1 OUTLET O+ • ° L � \ �
18" INV. OUT: 735.50 (BOX CULVERT) ^I PROP. AD-24B PROP. DI-24A / I
RIM:746.50 RIM:746.25 \ /
co 8" INV. OUT: 741.70 (PROP. DI-24A) 8" INV. IN: 741.14 (PROP. AD-24B) \ \
745 41.76 LF OF 18" RCP @ 1.00% 15" INV. OUT: 741.14 (PROP. CB-24)
a� ••` SAND FILTER #2 TIE IN \ \ 1
^�� A ° 18" INV. IN: 735.08 (SAND FILTER #2 OUTLET) /\ 1 / = SS
740 SAND FILTER #1 TIE IN \ \ \
ao 18" INV. IN: 734.89 (SAND FILTER #1 OUTLET)
n �
v` 145
o
735 \l /
i
PROP. HW-40 74s % ��
INV. IN: 731.50 (PROP. HW-39)
PROP. CO-10C
RIM750.20
8" INV. IN: 743.85 (PROP. AD-10B) _ _ _ 8
8" INV. OUT: 743.85 (PROP. CB-19) /\ 73 ` / //_\ ♦ / /
50.91 LF OF 8" HDPE Pipe @ 1.00%\\
I I
i ♦ _
STORM DRAINAGE NOTES:
1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND
UTILITY DEMOLITION INFORMATION.
2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
DRAINAGE SYSTEMS.
3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
SERVICE RELOCATIONS.
4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
CHARLOTTE UTILITY COORDINATOR.
5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
STRUCTURES.
6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
NOTED.
7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
INSTALLATION.
8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR TO MAINTAIN FIVE FEET (6) SEPARATION FROM UTILITY
POLES WITH ALL EXCAVATION.
10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
L�ndDe 'evD.L.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
C
! ' -y
EAL
037773
FNcINEE�.•P��\
4/20/2020
*•c C-01Oo*_
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15, 30' 60'
SHEET TITLE
STORM DRAINAGE PLAN
4/21/2020 3:28 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X
SHEET NUMBER
C-6.2

L.ndDesign.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
/ --------
MEW_,i J // I • �` SS
762 761
_ S
760
7ss ° 7sa 755 � \ \\ PROP. CLEANOUT (TYP.) / / 7'--
7sa
757 — / �5a e PROP. 8" HDPE PIPE,—
/ CONTRACTOR TO I ��
/ ti• • 755 INSTALL MIN. 2' OF �_ \ \
COVER AND MIN. _ - -- SS
—
\
755 SLOPE OF 1 % (TYP.)
PROP. CLEANOUT (TYP.) y _ —c / \ �' 754
— J r • • / l / =// 7 753
PROP. 8" HDPE PIPE, � ° 4 W
CONTRACTOR TO • . ° \ ° L ° • e ° _/j / C
/ INSTALL MIN. 2' OF
COVER AND MIN. "` `�
5 SLOPE OF 1 /o (TYP.) ° a • - °
— I I I I �5 • PROP. 8" HDPE
CONTRACTOR TO
INSTALL MIN. 2' OF /• L/ �,
I\ / �// a • �,r s COVER AND MIN.
\ SLOPE OF 1% (TYP.) - L b 1 I 1
� 15 ` `PROP. CLEANOUT (TYP.) \
•PROP. CLEANOUT (TYP.) ti PROP. 8" HDPE PIPE,
CONTRACTOR TO
INSTALL MIN. 2' OF
PROP. CLEANOUT (TYP.) / a ° • SS COVER
OPS OF AND
IN. °/M SLOPE \
s
PROP. 8" HDPE PIPE, a ti ' . \ ^ -4SS
I CONTRACTOR TO \ SS INSTALL MIN. 2' OF / f I
COVER AND MIN. L ° ° o �yo PROP. CLEANOUT (TYP.) . SS
\\ \ I SLOPE OF 1% \\\ (TYP.) , ° r °f / ` S > •� >° , i� * > \\ • / PROP. 8" HDPE PIPE, ° s
CONTRACTOR TO ��, a SS-
\\ ti INSTALL MIN. 2' OF a ° SS • \\ \
COVER AND MIN. / I / S - N • \
\ \ \ N SLOPE OF 1 % (TYP.)
PROP. STORM DRAINAGE, SS
\ \\ \ / � / •° / \ ss - / / REFER TO C-6.1 (TYP.) / / Ll
754
\ \ 754 /e • PROP. CLEANOUT (TYP.) \ s
y / /
PROP. STORM DRAINAGE,
REFER TO C-6.1 (TYP.) PROP. 8" HDPE PIPE, 1 4 W PROP. CLEANOUT (TYP.)
CONTRACTOR TO PROP. 8" HDPE PIPE,
INSTALL MIN. 2' OF
M COVER AND MIN. \ \ ss INSTALL CONTRACTOR TO AA SLOPE OF 1 % (TYP.) • / / COVER AND . 2 OF o I
SLOPE OF 1 /o (TYP.)
\ PROP. STORM DRAINAGE,
\ \ REFER TO C-6.1 (TYP.) / / • / 1 / / � � >s�\
PROP. 8" HDPE PIPE, ti �•> a '/ / ' , ' \ �
CONTRACTOR TO
�sy \ ' ti • 1 INSTALL MIN. 2' OF
\ \ COVER AND MIN. N / PROP. CLEANOUT (TYP.)
\\ • SLOPE OF 1 % (TYP.) �5a � > \ \ \ • / PROP. CLEANOUT (TYP.) I/ PROP. 8" HDPE PIPE, ° s'111000,
CONTRACTOR TO ° y � � ^yam / ti
INSTALL MIN. 2' OF
>ss F ° °
^,�� / D COVER AND MIN. ^ ti ti
N SLOPE OF 1 /o (TYP.) � � / cps � a
s
\ \ \ 7s3 ° 7:� • ^� / / PROP. STORM DRAINAGE, °
v'
REFER TO C-6.1 (TYP.) �5° W • •.O \
754 � / ° / r W ` w .
749
1 � / s� s2 D ° ■
PROP. CLEANOUT (TYP.)
PROP. 8" HDPE PIPE, ° ° • `N W s /
CONTRACTOR TO • >. , /
INSTALL MIN. 2' OF PROP. STORM DRAINAGE, N r4l, /
COVER AND MIN. REFER TO C-6.1 (TYP.)
SLOPE OF 1% (TYP.) Asa FI /
753
�w w ti 7y0 T
/ \ ;Sp / IS
/41 r ,
PROP. CLEANOUT (TYP.) n /
STORM DRAINAGE NOTES: I \ / PROP. 8" HDPE PIPE, Lij
I w ■ CONTRACTOR TO 1 7sl /
1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND INSTALL MIN. 2' OF
UTILITY DEMOLITION INFORMATION. I �� COVER AND MIN.
2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL co SLOPE OF 1% (TYP.) vJ
I,y
LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
DRAINAGE SYSTEMS.
3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
SERVICE RELOCATIONS.
4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
CHARLOTTE UTILITY COORDINATOR.
5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
STRUCTURES.
6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
NOTED.
7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
INSTALLATION.
8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR TO MAINTAIN FIVE FEET (5) SEPARATION FROM UTILITY
POLES WITH ALL EXCAVATION.
10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
' � S\ 7'1 � nl \\J� ■
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
KEY MAP
SEAL
c
EAL `
037773
4/20/2020
=*'c 15 o�*=
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15' 30' 60'
SHEET TITLE
STORM MANIFOLD SYSTEM
4/21/2020 3:30 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24"
SHEET NUMBER
C-6.3

\■
&L
\ 1
1 � \
I , \ 6
Lez
W
^
s
1► '� C, /
10000
PROP. STORM DRAINAGE,
REFER TO C-6.2 (TYP.) /
h°
748
n /74a PROP. CLEANOUT (TYP.)
1
PROP. 8" HDPE PIPE, /
\ z CONTRACTOR TO
INSTALL MIN. 2' OF /
+qffr COVER AND MIN.
SLOPE OF 1 % (TYP.) \ /
� I /
Y
145
742 I I I /
738
i
♦
Ay6
STORM DRAINAGE NOTES:
1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND
UTILITY DEMOLITION INFORMATION.
2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
DRAINAGE SYSTEMS.
3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
SERVICE RELOCATIONS.
4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
CHARLOTTE UTILITY COORDINATOR.
5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
STRUCTURES.
6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
NOTED.
7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
INSTALLATION.
8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR TO MAINTAIN FIVE FEET (5') SEPARATION FROM UTILITY
POLES WITH ALL EXCAVATION.
10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
L,.ndDe%,,rn-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
EAL
- 037773 -
4/20/2020
ARCH%Jl�'®p
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15, 30' 60'
SHEET TITLE
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
4/21/2020 3:30 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
STORM MANIFOLD SYSTEM
SHEET NUMBER
C-6.4

I-n
BMP IN #2
24" RCP
j INV: 739.35
_=1
0
0
0
BMP IN I
24" RCP
INV: 739.
BMP OUT J
18" RCP
INV: 735.50
UNDERGROUND)
SANDFILTER/SEDIMENT CHAMBER
/DETENTION STORM TRAP ST2
DOUBLE TRAP 9'-6" TALL (45
PRECAST UNITS)
F4
35
1 VV I LL I VVIV I I\VL V I I\VV I VI\L
Charlotfe-Nocklonburg
STORM
WATER
Services
BMP Inset Table
Sand Filter
Project Name:
Barrington Affordable
Sequence ID:
1
Drainage Area (acres):
5.24
Land Use/Development Type:
Residential Apartments
Percent Built -Upon Area:
70%
Sediment Chamber Length (ft.):
110.5'
Sediment Chamber Width (ft.):
17'
Sediment Chamber Height (ft.):
9'
Sand Filter Type:
Underground
Media Depth (ft.):
2.5'
Flow Diverter Present (Y/N):
N
Regulated By:
PCCO
Treatment Effectiveness:
85% TSS
NC State Plane X (easting):
35.234565
NC State Plane Y (northing):
-80.744445
E
640.75
24" RCP INLET
635.50
GRAVEL
NOTES:
1. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION
CONTROLS AND FILTER MEDIA ARE INSTALLED.
2. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING
UTILITIES IN WORK AREA WITH UTILITY PROVIDER
3. BMP DESIGNED TO CONTROL 2-1110, AND 25-YEAR STORM
EVENTS. 50-YEAR AND 100-YEAR STORM EVENTS WERE
SHOWN TO NOT AFFECT SITE OR DOWNSTREAM IN
DOWNSTREAM ANALYSIS STUDY
ORIFICE PROTECTION DETAIL (NTS)
12" X 12" X 12" STAINLESS STEEL
ANTI -CLOG BOX. %2" DIA. HOLES AT 1.5"
ON CENTER ON ALL EXPOSED SIDES.
BOX SHALL COVER 1" ORIFICE.
OVERFLOW WEIRS
77 PERMANENT WATER LEVEL WATER QUALITY STORAGE
7.64'
4.53' 5.52' 6.86'
DETENTIO
7.96'
/ \
II 11
i/
639.00
SEDIMENT CHAMBER
SECTION A -A
17.20'
739.00 I I TOP OF MEDIA
1.00,
2.50' I I SAND
I
SECTION B-B
OVERFLOW WEIRS
FINISHED GRADE (DEPTH VARIES, 2' MINIMUM COVER)
OVERFLOW WEIR
PI F\/ = Tan 7F
16.55'
PERMEABLE NON -WOVEN
FILTER FABRIC ABOVE AND
BELOW SAND LAYER
TOP OF WET SUMP
jj j
/� .��'///� j//� j// j 5.25'
/ SEDIMENT //i / // /
6" O PERFORATED UNDER DRAINS. CLEANOUTS MUST BE
PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN
OVERFLOW WEIR
ELEV = 673.00
18" RCP OUTFALL
INV=735.50
9.50'
17
DETENTION
DETENTION WEIR
INV = 643.00
10YR 6HR = 741.02
36" x 12" ORIFICE
INV = 740.05
1.25" x 1" ORIFICE
INV = 735.50
6.00'
93.50'
127.50'
II
II
' L.LndDejq&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
l'
EAL
037773
4/20/2020
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=10'
0 5' 10, 20'
SHEET TITLE
SECTION C-C
EAST
4/21/2020 3:31 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
UNDERGROUND DETENTION
SHEET NUMBER
C-6.5

IN
I
^' 'T' r!T ter,"'Tr-3^' STRUCTURE
(1,156 S�) CHAMBER
(723 SF)
b
m
L0
CV
t.J,11 J D F I LT E R
(723 SF)
18" RCP OUTFALL
Charfoffe.MecMenbuig
STORM
WATER
Services 5�V
BM P Inset Table
Sand Filter
Project Name:
Barrington Affordable
Sequence ID:
2
Drainage Area (acres):
2.44
Land Use/Development Type:
Residential Apartments
Percent Built -Upon Area:
70%
Sediment Chamber Length ft.:
43'
Sediment Chamber Width (ft.)-
17'
Sediment Chamber Height ft):
9'
Sand Filter Type:
Underground
Media Depth ft.:
2.5'
Flow Diverter Present Y/N :
N
Regulated By:
PCCO
Treatment Effectiveness:
85% TSS
NC State Plane X (eastin ):
35.233927
NC State Plane Y(northin ):
-80.744377
WATER QUALITY VOLUME
640.80
24" RCP INLET
635.50
NOTES:
1. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION
CONTROLS AND FILTER MEDIA ARE INSTALLED.
2. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING
UTILITIES IN WORK AREA WITH UTILITY PROVIDER
3. BMP DESIGNED TO CONTROL 2-5110, AND 25-YEAR STORM
EVENTS. 50-YEAR AND 100-YEAR STORM EVENTS WERE
SHOWN TO NOT AFFECT SITE OR DOWNSTREAM IN
DOWNSTREAM ANALYSIS STUDY
ORIFICE PROTECTION DETAIL (NTS)
12" X 12" X 12" STAINLESS STEEL
ANTI -CLOG BOX. Y2" DIA. HOLES AT 1.5"
ON CENTER ON ALL EXPOSED SIDES.
BOX SHALL COVER 1" ORIFICE.
OVERFL
W WEIRS
PERMANENT WATER LEVEL
WATER QUALITY
STORAGE
7.63'
DETENTION
639.00
SEDIMENT CHAMBER
5.94' 7.02' 7.38'
I
SECTION A -A
36"W X 18"H ORIFICE
INV = 701.64
FINISHED GRADE (DEPTH VARIES, 2' MINIMUM COVER)
OVERFLOW WEIR
ELEV = 740.80
16.55'
PERMEABLE NON -WOVEN
FILTER FABRIC ABOVE AND
BELOW SAND LAYER
TOP OF WET SUMP
SE ENT
CHAR
6"0 PERFORATED UNDER DRAINS. CLEANOUTS MUST BE
PROVIDED FOR EVERY 50 LINEAR FEET OF UNDERDRAIN
18" RCP OUTFALL
INV=735.50
WATER QUALITY WEIRS
9.50'
17
DETENTION
DETENTION WEIR
INV = 743.00
36" x 18" ORIFICE
INV = 741.50
1.25" x 1" ORIFICE
INV = 735.50
6.00'
68
00'
42.00'
L.ndDesign.'
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
l'
EAL
037773
4/20/2020
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: NTS
(NOT TO SCALE)
SHEET TITLE
UNDERGROUND DETENTION
DETAILS & NOTES
1.1"W X 0.5"H ORIFICE
INV = 735.50
SECTION C-C
4/21/2020 3:32 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
SHEET NUMBER
C-6.6

DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
300.01
METHOD OF PIPE INSTALLATION
310.02
PARALLEL PIPE END SECTION -PRECAST CONCRETE FOR 15" TO 24" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.03
CROSS PIPE END SECTION -PRECAST CONCRETE FOR 18" TO 30" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.10
DRIVEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATIONS APPROVED BY THE CITY ENGINEER
815.03
PIPE UNDERDRAIN AND BLIND DRAIN
816.03
GEOCOMPOSITE SHOULDER DRAIN
838.01
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
15" THRU 48" PIPE 90'SKEW
NOTE 1
838.02
CONCRETE ENDWALL AND SLUICE GATE 15" THRU 36" PIPE-90'SKEW
NOTE 1
838.04
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
17X13"THRU 71"X47" PIPE ARCH 90' SKEW
NOTE 1
838.05
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
838.06
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 17X13" THRU 71"X47"
NOTE 1
71"X47" ARCH PIPE
NOTE 1
838.07
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
40"X31" THRU 66"X51" PIPE ARCH 90'SKEW
NOTE 1
838.08
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 40"X32"
NOTE 1
THRU 66"X51" PIPE ARCH
NOTE 1
838.10
CONCRETE ENDWALL FOR OUTFALL 4'-6" OR 8" PIPE
NOTE 1
838.11
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
15" THRU 48" 90'SKEW
NOTE 1
838.14
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 17"X31"
NOTE 1
THRU 71"X47" 90'SKEW
NOTE 1
838.15
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
838.16
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 17"X13" THRU
NOTE 1
71"X47" PIPE ARCH
NOTE 1
838.17
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40"X31"
NOTE 1
THRU 66"X51" PIPE ARCH 90'SKEW
NOTE 1
838.18
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40"X31" THRU
NOTE 1
66"X51" PIPE ARCH 90'SKEW
NOTE 1
838.20
BRICK ENDWALL FOR OUTFALL 4", 6" AND 8" PIPE
NOTE 1
838.21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.27
REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.28
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.33
REINFORCED CONCRETE ENDWALL FOR SINGLE 66" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.34
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.39
REINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.40
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
838.45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.21 THRU 838.40
qOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.51
REINFORCED BRICK ENDWALL FOR SINGLE 54" PIPE 90'SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.52
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90'SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.57
REINFORCED BRICK ENDWALL FOR SINGLE 60" PIPE 90'SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.58
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90'SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66" PIPE 90' SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.64
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90'SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.69
REINFORCED BRICK ENDWALL FOR SINGLE 72" PIPE 90'SKEW
OTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.70
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.75
NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU 838.70
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.80
PRECAST CONCRETE ENDWALL FOR SINGLE 12" THRU 72" PIPE 90' SKEW
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH BASIN 15" THRU 54" PIPE
840.02
CONCRETE CATCH BASIN 12" THRU 54" PIPE
840.03
FRAME, GRATE BASIN 12" THRU 54" PIPE
TYPE F AND G GRATES ARE OPTIONAL WITHIN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE
NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A&B
840.05
BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE
NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A&B
840.14
CONCRETE DROP INLET 12" THRU 30" PIPE
NOTE 1
840.15
BRICK DROP INLET 12" THRU 30' PIPE
NOTE 1
840.16
DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840.14 & 840.15
NOTE 1
840.17
CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
NOTE 1
840.18
CONCRETE GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
NOTE 1
840.19
CONCRETE GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
NOTE 1
840.20
FRAMES AND WIDE SLOT FLAT GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.24
FRAMES AND NARROW SLOT SAG GRATES
840.25
ANCHORAGE FOR FRAMES BRICK OR CONCRETE
840.26
BRICK GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
840.27
BRICK GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
840.28
BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
840.29
FRAMES AND NARROW SLOT FLAT GRATES
840.30
DRIVEWAY DROP INLET
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
840.31
CONCRETE JUNCTION BOX (WITH OPTIONAL MANHOLE) 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.32
BRICK JUNCTION BOX 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.34
TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER
NOTE 1; OPTIONAL MANHOLE IS REQUIRED; AS MEASURED FROM BOTTOM OF
TOP SLAB -- FOR JUNCTION BOX HEIGHT 0'-4'8" USE 8" THICK WALL,
FROM 4'8" HEIGHT TO 10' HEIGHT, USE 12" THICK WALL. IF PROPOSED
STRUCTURE EXCEEDS 12'-0" HEIGHT A SPECIAL DESIGN WILL BE REQUIRED
840.35
TRAFFIC BEARING DROP INLET FOR CAST IRON DOUBLE FRAME AND GRATES
840.36
TRAFFIC BEARING DROP INLET FOR STEEL 840.37 DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.37
STEEL GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840.41
SPRING BOX CONCRETE OR BRICK
840.45
PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL)
WAFFLE WALL IS NOT PERMITTED IN ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRE -CAST
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.51
BRICK MANHOLE 12" 36" PIPE
840.52
PRECAST MANHOLE 4', 5' AND 6' DIAMETER 12" THRU 48" PIPE
IF USED AS A CATCH BASIN SUPPORTING NCDOT 840.03 FRAME, GRATE, AND HOOD - THE FLAT TOP SLAB
ONLY ACCEPTABLE WHEN A 12" VERTICAL RISER CAN BE ACCOMMODATED ON TOP OF THE STRUCTURE
(BETWEEN THE TOP OF FLAT TOP SLAB AND BOTTOM OF FRAME/GRATE)
840.53
PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE
IF USED AS A CATCH BASIN SUPPORTING NCDOT 840.03 FRAME, GRATE, AND HOOD - THE FLAT TOP SLAB
ONLY ACCEPTABLE WHEN A 12" VERTICAL RISER CAN BE ACCOMMODATED ON TOP OF THE STRUCTURE
(BETWEEN THE TOP OF FLAT TOP SLAB AND BOTTOM OF FRAME/GRATE)
840.54
MANHOLE FRAME AND COVER
840.60
DRAINAGE STRUCTURE STEPS
840.71
CONCRETE PAVED DITCHES
840.72
PIPE COLLAR
850.01
CONCRETE PAVED DITCHES
852.04
METHODS FOR PLACEMENT OF DROP INLETS IN GRASSED MEDIAN (USING V-6, CURB AND GUTTER)
852.05
MEDIAN CURB FOR CATCH BASIN (FOR USE WITH V-6" CURB AND GUTTER)
852.06
METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
876.01
RIP RAP IN CHANNELS
876.03
DRAINAGE DITCHES WITH CLASS "A" RIP RAP
876.04
DRAINAGE DITCHES WITH CLASS "B" RIP RAP
310.01
1998 DRAWINGS CONCRETE FLARED END SECTION
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
• CITY OF CHARLOTTE NCDOT STANDARDS • CITY OF CHARLOTTE NCDOT STANDARDS • CITY OF CHARLOTTE NCDOT STANDARDS
LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE STD. NO. REV. LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE STD. NO. REV. LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE STD. NO. RE`
CHARLOTTE- INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ 120.00A Ill CHARLOTTE- INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ 120.00B 15 URARLOTTE. INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ 120.00C 116
APPROVED
FILTER FABRIC
PI AN \/IFW
FABRIC
SHALL HAVE
8" OVERLAP
#57
WASHED
STONE
VARIES PERFORATED
(6" MIN) * I I I PIPE PVC OR
HDPE TYPE CP
OR SP
*SEE NOTE #6
SFCTInN X-X
CONNECTION AT DRAINAGE STRUCTURE
NOTE: STRUCTURE SHOWN FOR REPRESENTATION PURPOSES ONLY.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
NOTES:
1.
A MINIMUM OF 6" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH
MUST BE ALLOWED FOR WASHED STONE. THE METHOD OF
COMPACTING BACKFILL MATERIAL IS SUBJECT TO APPROVAL BY THE
CITY ENGINEER. AN APPROVED FILTER FABRIC SHALL BE PLACED
AROUND STONE AND OVERLAPPED 8" AT TOP WITHIN STREET RIGHT OF
WAY.
2.
SUBDRAIN IS TO BE A MINIMUM 6" DIAMETER PERFORATED PIPE; USE
SCHEDULE 40 PVC PER ASTM D1785 OR HDPE PER AASHTO M252, TYPE
CP (SINGLE -WALL, CORRUGATED) OR TYPE SP (DOUBLE -WALL, SMOOTH
INTERIOR).
3.
OUTLET PIPE FROM SUBDRAIN SHALL BE NON -PERFORATED UNDER
PAVEMENT (INCLUDING SIDEWALKS AND DRIVEWAYS). SEE SITE PLAN
FOR SLOPE OF SUBDRAIN AND TIE IN TO STORM DRAINAGE.
4.
THE OUTLET PIPES SHALL BE SCHEDULE 40 (MIN.) PVC PER ASTM D2665
OR HDPE PER AASHTO M252, TYPE S (DOUBLE WALL, SMOOTH INTERIOR)
UNDER ROADWAYS.
5.
FILTER FABRIC SHALL BE AN APPROVED, TYPE 2 WATER PERMEABLE,
SYNTHETIC FABRIC.
6.
A MINIMUM 4" DIAMETER SUBDRAIN MAY BE USED IN PLANTING AREAS
AS DESCRIBED IN THE CLDSM 4000 SERIES.
7.
CLEAN -OUTS ARE RECOMMENDED AT ALL PIPE INTERSECTIONS AND AT
A 100' MAXIMUM SEPARATION.
8.
SUBDRAIN INVERTS AT CATCH BASINS SHOULD BE INSTALLED ABOVE
THE BOTTOM TO AVOID SURCHARGE OF SUBDRAIN SYSTEM.
9.
ALL SUBDRAINS WILL TIE INTO A STANDARD DRAINAGE STRUCTURE OR
DAYLIGHT TO THE SURFACE WHERE APPROPRIATE, AND NOT DIRECTLY
INTO A PIPE.
10.
ONLY REMOVE NECESSARY MASONRY UNITS TO INSTALL PIPE INTO
BASIN WALL. PRECAST STRUCTURES WILL BE CORE DRILLED 2 INCHES
LARGER THAN PIPE DIAMETER TO PROVIDE FOR INSTALLATION OF PIPE
IN WALL.
11.
ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH
THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
12.
PIPE INSTALLATION PER SECTION 300 NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
13.
SUBDRAINS WILL BE INSTALLED AT A DRAINAGE STRUCTURE AND THIS
CONNECTION WILL NEED TO BE INSPECTED BY CITY STAFF PRIOR TO
BACKFILLING.
14.
SCHEDULE 40 PVC (NON -PERFORATED) SHALL BE USED TO MAKE THE
CONNECTION TO THE STORM DRAINAGE SYSTEM. CONNECTION WILL BE
BDRAIN PIPE
WITHIN THE RIGHT-OF-WAY UNLESS OTHERWISE APPROVED BY THE
INNECTION
CITY ENGINEER.
E NOTE #10 15.
PREFABRICATED DRAINAGE MAY BE USED WITH APPROVAL OF CITY
ENGINEER
16.
MAXIMUM OF TWO SUBDRAIN PENETRATIONS PER WALL OF DRAINAGE
STRUCTURE.
SUBDRAIN DETAIL
20.28 112
LanMIe q*,m
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL /
?EAL
037773
.,N'FNGINEE�
� • . J. MM. GHQ,
4/20/2020
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMEN, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: IRS
DRAWN BY: IRS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: N/A
SHEET TITLE
4/21/2020 3:32 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
STORM DETAILS
SHEET NUMBER
C-6.7

/
\ \ / :-I-_ s 7 \I I
s 7
SSss
FX�ST/NG GTON
60 post/ RIVE ,
I _ C N/F /
S \ DAVID LUTHER WILLIAMS
�\ & KAREN B WILLIAMS
SS DEED PARCEL 0992112602
ZONING: 1-1, 0-1
CURRENT USE: VACANT
�
� SI I�
I
100 LF SHEET FLOW
0.17 HOURS (10.20 MINUTES)
jam- 762 761
iA/ 757 \ A6� 1y0
756
7
\ /� - I /
83 LF PIPE FLOW \
0.01 HOURS (0.60 MINUTES) \
760 / /
SPR HOLDINGS LLC / \ \ \\\ \ \ i I / I S `l I I 276 LF SHALLOW CONCENTRATED FLOW
l / I DEED BK 32348 PG 074 / \ \\ I J / \-_ \\\\ / ` 0.02 HOURS (1.20 MINUTES)
PARCEL: 09921101
> ZONING: R-17 MF, 1-1 \\\ _i / P \�\ / 742
/ CURRENT USE: VACANT \\ / 1VP Alp
4K
DRAINAGE \ \\\\ 740 - I I 1 \ / \ /
TOTAL: 11.15 ACCD
c-, /fib 40
/
\ �y
I
GEORGE MARTIN
DEED BK 32843 PG 578
PARCEL: 09920598
ZONING: 1-1
CURRENT USE: VACANT
\ I CLTCAR LLC
h \ - A
\ � � \ \ \ \ � ' / / / / / / / l I I I \> � >s DEED BK 32384 PG 881
a
/ PARCEL: 09920549
N/F /-NING: R-12MF(CD)
\ \ �So `� / / / 750 /�/ / / / ��a I ( l \ \� \ CURREONT USE: MULTI FAMILY
WOODFIELD COLLINS LLC / I -4
DEED BK 22280 PG 793
/�5 / �708 LF PIPE FLOW
PARCEL:09921129 \ i ^��
ZONING: R-17 MF 1 I I _ - \ / TIME OF CONCENTRATION LINE /� /' ��^ - / 0.02 HOURS (1.29 MINUTES)
CURRENT USE: RESIDENTIAL \ I ^ \ / / 0.22 HOURS (13.29 MINUTES)
I \ N/F S SS /
I WOODFIELD COLLINS LLC > / �/ / I / SS S
DEED BK 22280 PG 793 gS -\
PARCEL:09921130 / /� // I I� I �S SS
ZONING: R-17 MF SS S� ( I \ /
/ \ \ CURRENT USE: RESIDENTIAL /
/
741
XDb
>3
\ \ \ \ \ _� _ i ' ,' / \ ^� I f \ ,ice �� ��-•� 1 / 739 ' // , - -� SOIL TYPES:
,� \ --INTEREST
POINT OF / )� _��/� / �i HeB HELENA SANDY LOAM, 2 TO 8 PERCENT SLOPES
� - (� / \ /// // �/ y�T HuB HELENA-URBAN LAND COMPLEX 2 TO 8 PERCENT SLOPES
--� PRE -DEVELOPED TAKEOFF (50/50):
1. SITE AREA TOTAL: 723,967 SF (16.62 ACRES)
// // 1.1. DRAINAGE AREA: 11.15 ACRES
/ / //�/� SPR HOLD NGS LLC / / / / RADEIED BKANT R25224 PG 049 PERTIES C ( )
/ � � 1.2. CN: 79 SOIL HYDROLOGIC GROUP D
N/F , l\C i // / DEED BK 32348 PG 074 PARCEL: 009920127 2.2.1. 11.15 ACRES GRASS / WOODS COMBINATION - GOOD (CN: 79)
I I I PHYLLIS S WORTHY PARCEL: 09917101 / ZONING: R-3
I/ I DEED BK 15233 PG 694 ZONING: R-17 MF -� / / CURRENT USE: RESIDENTIAL 2. PRE DEVELOPED IMPERVIOUS AREA: 0 ACRES
I J / PARCEL:09921117 / / CURRENT USE: VACANT 3. PERCENT IMPERVIOUS: 0%
ZONING: R-17 MF �I I I �� /\ \ I `j / 4. DETENTION REQUIRED: YES / NO
/ CURRENT USE
SIDENTIAL
/ - / J` I 1�, 'r�)l I I I ,5 ♦ ♦ \ PRE -DEVELOPED TIME OF CONCENTRATION (13.29 MINUTES):
N/F/ / N/F 1. SHEET FLOW (10.20 MINUTES)
MERA INVESTMENTS LLC A&M INVESTMENTS OF THE A. LENGTH :100 FEET
♦ CAROLINAS LLC
_/ / DEED BK 30265 PG 117
B SLOPE' 4 00°/
/ DEED BK 26486 PG 553 °
MEADOWCLIFF DRIVE PARCEL: 09921116 1 / //�// / / ( \ I I \ PARCEL: 09920126
/ / C. MANNINGS N: 0.24
ZONING: R-17 MF, R-4 ZONING: R-3
/ 50' PUBLIC R/W C Ix -CURRENT USE: RESIDENTIAL I \ ss / - \ �` CURRENT USE: RESIDENTIAL ( (\ 2• SHALLOW CONCENTRATED FLOW (1.20 MINUTES)
A. LENGTH: 276 FEET
B. SLOPE: 9.30%
/ JAMES E CALDWELL & I I I \ I / 3. PIPE FLOW (0.60 MINUTES)
SHIRLEY E CALDWELL I I I 1 / � I ( � -� � \ \ \ ( � I A. LENGTH: 83 FEET
DEED BK 05353 PG 030 I
PARCEL: 09921115 4. CHANNEL FLOW (1.29 MINUTES)
ZONING: R-4 \I\\\\ \\ \ I I / \ A. LENGTH: 708 FEET
CURRENT USE: RESIDENTIAL 1 X B. SLOPE: 2.10 /°
MARVIN PONDS & ROCHELLE PONDS
DEED RBK04723PG976 DETENTION EVALUATION FOR PRE -DEVELOPED CONDITIONS:
A
CEL: 09920125
/ V \ \ I I I / I / \\ \ �\ ZONING: R-3 DRAINAGE AREA:
CURRENT USE: RESIDENTIAL HYDRAULIC SOIL GROUP:
SCS CURVE NUMBER:
TIME OF CONCENTRATION
FLOWS:
N/F 0 10-YEAR.
N/F SHELTON BLACKWELL \ •
/ 25-YEAR:
-0/
U / // / I / ASSOCIATION MILTON _ DEED BK 16575 PG 820 \
COMMONS HOMEOWNERS PARCEL: 09920112 \
DEED BK 08510 PG 722 ZONING: R-3
PARCEL: 09917361 - CURRENT USE: RESIDENTIA
ZONING: R-4 _ L \
CURRENT USE: VACANT / \
/
±11.15 ACRES
D
79
0.22 HR (13.29 MIN)
30.84 CFS
39.96 CFS
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
' L.ndDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
F ES /'
EAL `
037773
z
4/20/2020
ARCN/TFc®X/gyp/ i
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=60'
0 30' 60' 120'
SHEET TITLE
PRE DEVELOPED DRAINAGE
AREA
4/21/2020 3:33 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
SHEET NUMBER
C-6.8

\ -
DAVID LUTHER WILLIAMS
I I \ / �c \ \ \ T l NG , ON DR V
J \ \ / & KAREN B WILLIAMS
60
_ (JBt� F ate\ 1 1 DEED BK 27564 PG 202
1
CQ � / PARCEL: 09921126
I / ZONING: I-1, 0-1 / � / I / •
r■■■�■■■■�H ■ ��■■�■■■/■"r- �■■-- M�■■E _ ■■■■■■■■■■�� ■■■■■■■■■■ / CURRENT USE: VACANT
i SHEET C-6.10
. �■■■■■■ r■ Elm ,.W■■■■■■■■■■■■■■■"-■mIlw■-w­■■■■■ ■■■�o■■■■w. .jl■./■r■■ mob
i ■ I l I I r ■ i , SHEET C-6.11-0 S9
- i ,- / l ■
_ / ■
762 = 7s C —\ 76 SS 1h° I
760
— — ' ■ // i j ^� 757 > >S8 1y6 >55 757 58 755 158 / I SS \ ��`\`\� S°/ /S� / / ■
— � � >6> \ �6 ./ / 1 755 754 753 _J S � ■
■ � I 1y5 ^ l e l � 3 �`TG >� � . �yy i � �� \ �� \� 756 —^yh � ` �, / � >� \/ \ \ ■
N/F
1so 'ss / a y h / �� �� ` ■ �� S J t GEORGE MARTIN
s9 t
J ■ \ � ^ ,� / a ,, h � � \ � � 5 � DEED BK 32843 PG 578 ` ■
■ ` \� I n / e / SSA 1y2 • • �� / / PARCEL: 09920598 ■
\ / / / s ' v• s ' �— 750 \ / ZONING: I-1
\ CURRENT USE: VACANT ■
■ \\\\ ^ A nth N ■ 42 \. n i� ��_`` '' / \ ■
■ \ \ \\\\ 75q ` � / 7541 1 �4 `\ / \ N - Ayti � \ � � I \\\\ � ^
.d I11
7P
ol
■ \ ,`s\ 753 ^ nv� / / � / / / '1h^ ■ ° > \ >/� / S / / I / / 751 / ■
N hM / (\ �\ I ■
� y1 O > >S3 � 749 // / I I ■
N/F \
CLTCAR LLC
DEED BK 32384 PG 881 \ ■ ^ / >s 153 p � PARCEL: 09920549
■ I WOOD N/F CURRENT USE: MULTI -FAMILY ■ FIELD COLLINS LLC
DEED BK 22280 PG 793
/ PARCEL: 09921129 —
^ 49 \ \ / \ ■
ZONING: R-17 MF
r \/ CURRENT USE: RESIDENTIAL \ � ^ ,
I \ � N/F } ;-__
WOODFIELD COLLINS LLC \ > ss■
■ DEED BK 22280 PG 793 � I /� �c�/ si 4e � • � �SS--- I � I
SS / \ / / �■
PARCEL:09921130 ° �/ �� ss —
■ ` ZONING: R-17 MF
■ / \ \ CURRENT USE: RESIDENTIAL
■ I \ \ r /
7a
\ 1 \ \ y 1
�/// 7
\ \ \ \ \ c,5 >50 > // �'/ASy \ 742 I / \� % \ 1 ■
\ \\ ■■�■■■■ ■ ■■■■■�■■■■■�■■■ ■■■ I■ ■■■■ 7■■� -�� 3P 1 _ �'� I _ _ ■
M MEN
140
N/F
RADIANT PROPERTIES LLC
N/F / / / / / 009920127
/ J PHYLLIS S WORTHY ZONING:
DEED BK 15233 PG 694 / / / CURRENT USE: RESIDENTIAL
PARCEL: 09921117 I❑ �/
/ ZONING: R-17 MF /
CURRENT USE: RESIDENTIAL \ \ \
MERA INVESTMENTS LLC A&M INVESTMENTS OF THE
LLC
DEED BK 30265 PG 117 I DEED BKONAS 216486 PG 553
MEADOWCLIFF DRIVE
PARCEL:09921116 1 PARCEL:09920126
/ ZONING: R-17 MF, R-4 I ZONING: R-3
/ 50 PUBLIC R/W C CURRENT USE:
RESIDENTIAL
CURRENT USE: RESIDENTIAL
I
JAMES E CALDWELL & I I 1 I 1
SHIRLEY E CALDWELL I
DEED BK 05353 PG 030 i I
PARCEL:09921115
ZONING: R-4
/ / CURRENT USE: RESIDENTIAL X
O \\��-_— MARVIN PONDS & ROCHELLE PONDS
/ O QJ \ I I / I \ DEED BK 04723 PG 976
A
\ \ \ R25
ZONING:
R-3 R-3
� \ CURRENT USE: RESIDENTIAL
4� / / _ / N/F SHELTON BLACKWELL \
v / \
ASSOCIATION MILTON DEED BK 16575 PG 820
// COMMONS HOMEOWNERS_ _ PARCEL: 09920112
DEED BK 08510 PG 722 ZONING: R-3 \
PARCEL: 09917361 � CURRENT USE: RESIDENTIAL i j L \
ZONING: R-4 —
/ CURRENT USE: VACANT
/ �/ � ✓ � , , , � �l,/ � 11
LEGEND
SAND FILTER 1 DRAINAGE
AREA (5.24 AC)
SAND FILTER 2 DRAINAGE
AREA (2.44 AC)
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
L,.ndDe%,,rn-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
! ' -y
EAL
037773 -
li.I o' \\.
4/20/2020
0 1.!Q� ARCHIlFC .�S® /®
0 /p
C-011 5
il r
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=60'
0 30' 60' 120'
SHEET TITLE
OVERALL POST DEVELOPED
DRAINAGE AREA MAP
SHEET NUMBER
C-6.9
4/21/2020 3:34 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X

I _ _
I 1 ,
DA: CB-34C \ /
0.08 ACRESAM
/ I I
ass
62
so ! / I /
_ I 3
^
DA- C13-11
0.12 ACRES
/ __-- `I I
/ I - I ti• / J\
ASS �
6 h 759 /
_
756
7ea ,55 DA: CB-12 ti 6 7ss i /
/
/// / 0 >54 , ° • / / 0.11 ACRES 7ss
DA: AD-3C
0.20 ACRES / • ti \ • >5 / L�
\ I I `� I 755 / I i L° ° ° /` ♦ \ 0. ACRES \ \
1
ACRES 5a DA: DI-1
111
ti 0.25 ACRES DA: CB-14
al
I
DA: CB-13
♦ 0.05 ACRES ° \
♦ \
DA. AD-16C
DA: AD-3B 0.04 ACRES
0.33 ACRES , \
�y 0.05 ACRES IL
•L ° DA: CB-15 N \\ \�
0' ° / DA: CB-7E h� / I 0.17 ACRES DA: AD-1 ° \ \ \ _ /
0.06 ACRES 0.15 ACRES \ \ \ \
DA: CB-14A
° DA: C13-7D ` 0.06 ACRES , \
/ 0.07 ACRES ` \ DA: CB-16Alm. \\ \\
/ • _ I / ° ° 1y, ° ® \ ♦ • I 0.10 ACRES
75446
• / / ° • •• D \ \ , \ s
•L ° ` � 754 / ` ♦ I ,
DA- CB 7C
\ ,5y L
0.24 ACRES
DA: DI-3 , 1
s
\\ 's 0.45 ACREScl
DA: CB-16A /
\\
\ \ , DA: CB-7B 0.10 ACRES /
0.19 ACRES
V �•
0.03 ACRES ° I / 15^ 3 / / \ , ° ti �DA: CB-18
^'
0.17 ACRES
\
DAs
\ \ � : CB-5
0.05 ACRES
I
0.01 ACRES
r
1
1
1
I
_ I \ \'%\\ \ (_
PLAN LEGEND
PROP. STORM DRAINAGE
0
PROP. CATCH BASIN
PROP. RIGHT-OF-WAY
Riw Riw
DRAINAGE AREA
UNDETAINED DRAINAGE AREA
PROP. MAJOR CONTOUR
6ss
PROP. MINOR CONTOUR
^�
EX. MAJOR CONTOUR
- -
EX. MINOR CONTOUR
EX. STORM SYSTEM
EX. RIGHT-OF-WAY
Rw Riw
LEGEND
SAND FILTER 1 DRAINAGE
AREA (5.24 AC)
SAND FILTER 2 DRAINAGE
AREA (2.44 AC)
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
IT'S THE LAW!
L,.ndDe%,,rn-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
EAL
037773
!VG INV
4/20/2020
° 7
=*°o C-0115 o°
r
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15, 30' 60'
SHEET TITLE
POST DEVELOPED
DRAINAGE AREA MAP
SHEET NUMBER
C-6.1 0
4/21/2020 3:34 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24".

I ■ I I �� /
—�-- — \ ► /
loo
\ - i \ /
DA: CB-29
A
0.08 ACRESDA: CB75s 0.04AC��
■ \` / \ \ \� 0.19 ACRES
I \ \\ ✓ / \ \\ \\\ `,�' / 1 \\ � � �� I \ � � ems\ / � / \ �
DA: CB-28
1000
0.29 ACRES i
\A�4000
zzzz-
742 —/\ _ DA: AD-27B \ DA: CB-27 �/ \
\\ /
0.09 ACRES _ _ o ti 0.23 ACRES
7--
000
DA: AD-27A
0.11 ACRES \ ,� � ° DA: CB-26 /
�a 0.15 ACRES740
Lu
— , DA: CB-25
0.15 ACRES y /�
J It\
751
00
■ DA: CB-1 7A \ �j i i / ' ° ` = DA: CB-24
■ 0.19 ACRES s; • i i j / 0.24 ACRES /
747
' /J
DA-. CB-17B ; �i� 74s D I
0.32 ACRES /� / I DA: CB- 23
/ / / / ° • / I 0.18 ACRES
DA: CB-19 / / ^b V / 0.12 ACRES
0.07 ACRES
/ DA: CB-21 • ► o / / \ \
0.07 ACRES
5
747
n
DA: CB-20 • ' Za �' 4a
/ ss ss DA: CB-24A \
DA: CB-24B — 0.10 ACRES
0.17 ACRES
y 745 /
735 \ , / ` I //
4 ti 7Q2741
I
I 738
' 139
\ \\ / / / / \ - — — I BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE -CALL CENTER
/ i�/� ■ �/, �/� _ — \✓ / // ? .. � / / , / � ` ' � i IT'S THE LAW!
L,.ndDe%,,rn-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
EAL
037773 -
4/20/2020
ARCHIl�cc'I ®' /
= * o C-01 5 oo*_
Y
1111
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15, 30' 60'
SHEET TITLE
POST DEVELOPED
DRAINAGE AREA MAP
SHEET NUMBER
C-6-11
4/21/2020 3:34 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24'

I
\`\ FxIRRGGTOND
I
I
I / s
N/F
i WOODFIELD COLLINS LLC
DEED BK 22280 PG 793
PARCEL: 09921129
ZONING: R-17 MF
CURRENT USE: RESIDENTIA
POST -DEVELOPED IMPERVIOUS AREA TAKEOFF:
SITE AREA TOTAL: 723,967 SF (16.62 ACRES)
POST IMPERVIOUS AREA: 242,132 SF (5.56 ACRES
33% IMPERVIOUS
DETENTION REQUIRED: YES / NO
LEGEND
SAND FILTER 1 IMPERVIOUS
AREA (3.69 AC)
SAND FILTER 2 IMPERVIOUS
AREA (1.72 AC)
UNDETAINED IMPERVIOUS
AREA (0.15 AC)
N/F
DAVID LUTHER WILLIAMS
& KAREN B WILLIAMS
DEED BK 27564 PG 202
PARCEL: 09921126
ZONING: 1-1, 0-1
CURRENT USE: VACANT
/q
N/F I
WOODFIELD COLLINS LLC I
DEED BK 22280 PG 793
PARCEL: 09921130
ZONING: R-17 MF I
CURRENT USE: RESIDENTIAL
I
J
\
PHYLLIS S WORTHY 152
I DEED BK 15233 PG 694
PARCEL:09921117
ZONING: R-17 MF
CURRENT USE: RESIDENTIAL \
m
N/F
MERA INVESTMENTS LLC
DEED BK 30265 PG 117
MEADOWCLIFF DRIVE PARCEL:09921116
ZONING: R-17 MF, R-4
50' PUBLIC R/W \CURRENT USE: RESIDENTIAL
\ N/F I
\ JAMES E CALDWELL &
SHIRLEY E CALDWELL
DEED BK 05353 PG 030
PARCEL: 09921115
ZONING: R-4
/ CURRENT USE: RESIDENTIAL
\ I
�Q, T I
190
� I
� I
SPR HOLDINGS LLC
DEED BK 32348 PG 074
PARCEL: 09921101
ZONING: R-17 MF, 1-1
CURRENT USE: VACANT
SPR HOLDINGS LLC
DEED BK 32348 PG 074
PARCEL: 09917101
ZONING: R-17 MF
CURRENT USE: VACAN-
N/F
ASSOCIATION MILTON
COMMONS HOMEOWNERS
DEED BK 08510 PG 722
PARCEL: 09917361
ZONING: R-4
CURRENT USE: VACANT
N/F
RADIANT PROPERTIES LLC
DEED BK 25224 PG 049
PARCEL: 009920127
ZONING: R-3
CURRENT USE: RESIDENTIAL
N/F
A&M INVESTMENTS OF THE
CAROLINAS LLC
DEED BK 26486 PG 553
PARCEL: 09920126
ZONING: R-3
CURRENT USE: RESIDENTIAL
N/F
MARVIN PONDS & ROCHELLE PONDS
DEED BK 04723 PG 976
PARCEL: 09920125
ZONING: R-3
CURRENT USE: RESIDENTIAL
1
N/F
SHELTON BLACKWELL
DEED BK 16575 PG 820
PARCEL: 09920112
ZONING: R-3
CURRENT USE: RESIDENTIAL
u
N/F
GEORGE MARTIN /
DEED BK 32843 PG 578
PARCEL: 09920598
ZONING: 1-1
CURRENT USE: VACANT
Iv/r
CLTCAR LLC
DEED BK 32384 PG 881
PARCEL: 09920549
ZONING: R-12MF(CD)
CURRENT USE: MULTI -FAMILY
PCCO SUMMARY
ORIGINAL PARCEL ID NUMBERS
09917101, 09921101
DEVELOPMET TYPE
MULTI -FAMILY
SUBJECT TO PCCO? Y/N
YES
IF "NO" WHY?
WATERSHED:
BRIAR CREEK
DISTURBED AREA (AC):
9.76 AC
SITE AREA (AC):
16.62 AC
ON -SITE (ENTIRE
ASSEMBLAGE)
TOTAL ON -SITE AREA (AC):
16.62 AC
EXISTING BUILT -UPON -AREA (SF):
0 SF (0.00 AC)
EXISTING BUA TO BE REMOVED (SF):
0 SF (0.00 AC)
EXISTING BUA TO REMAIN (SF):
0.00 SF (0.00 AC)
PROPOSED NEW BUA (SF):
242,132 SF (5.56 AC)
TOTAL POST -PROJECT BUA FOR SITE:
242,132 SF (5.56 AC)
PROPOSED % BUA
33%
DENSITY (HIGH / LOW)
HIGH
DEVELOPMENT OR REDEVELOPMENT?
DEVELOPMENT
TOTAL STREAM BUFFER PROTECTED ON -SITE
(AC):
N/A
TRANSIT STATION AREA? Y/N
NO
DISTRESSED BUSINESS DISTRICT? Y/N
NO
MITIGATION TYPE (IF APPLICABLE)
NATURAL AREA MITIGATION? Y/N
NO
BUFFER MITIGATION? Y/N
NO
TOTAL PHOSPHOROUS MITIGATION? Y/N
NO
BEFORE YOU DIG!
CALL 1-800-632-4949
N-C. ONE —CALL CENTER
IT'S THE LAW!
' L.ndDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
CA
EAL
037773
4/20/2020
XRC
_�15�—
o®®' g, a
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE, SUITE 100
LEXINGTON, KY 40511
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=60'
0 30' 60' 120'
SHEET TITLE
POST DEVELOPED
IMPERVIOUS MAP
4/21/2020 3:35 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24"
SHEET NUMBER
C-6-12