SW3130101_APPROVED PLANS_20130321

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��3D�O�
DOC TYPE
❑CURRENT PERMIT
�D APPROVED PLANS
C,
❑ HISTORICAL FILE
DOC DATE
12Q/3aw
YYYYMMDD

S InI 31-3 o
DEVELOPMENT NOTES FROM CONDITIONAL REZONING CASE CD-2009-001 ""'" a M3G1 A _1
TAX # as11�^,oA__I
1. General Provisions (R-3 ZONING) (SINGLE FAMILY)
These Development Standards are a part of the Conditional District Site Plan (Sheet CD-2) associated with the Conditional District Zoning application fled by
Historic Ventures, LLC to accommodate a Central Business District development on this site (the "Site"). Development of the Site will be governed by the
Conditional District Site Plan, these Development Standards and the applicable provisions of the Waxhaw Unified Development Ordinance (the "UDO"). Unless
the Conditional District Site Plan or these Development Standards establish more stringent standards, the regulations established under the UDO for the C4
(Central Business District) zoning classification shall govern all development taking place on the Site.
The building configurations, placements, and sizes as well as the locations of all development shown on the Conditional District Site Plan (Sheet CD-2) are
schematic in nature and may be altered or modified during the design development and construction document phases within the maximum development limits
established by buffers and setbacks. Such changes will be subject to review and approval by the Zoning Administrator to ensure any changes are consistent with
the overall intent of the Conditional District Site Plan, and any such changes are subject to and may also be approved in accordance with Section 16.2.8 of the
UDO.
I
2. Permitted Uses; Buildings I
A. The Site may be devoted to any use allowed by right or allowed by right with supplemental regulations in the C-4 zoning district, any conditional use or I..
District provided,
conditional use with supplemental regulations allowed in the C -4 zoning district and to an accessoryuses allowed in the C-4 Zoning D s ct
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in r n it II n t e ermitted on the Site. however, that Flea markets (indoor) and circuses shall o b
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B. The uses and the related parking calculations set out in the Table on Sheet CD-2 are the current projected uses of the buildings to be located on the Site and /W�/
the parking requirements for such uses. However, subject to paragraph A above, the actual uses of the buildings to be located on the Site may differ from the X O
uses set out in the Table provided that the parking calculation chart is revised accordingly pursuant to Section 5 of these development standards and that the tY
uses can meet the minimum parking requirements of the UDO with the shared parking reduction. '�//��
C. Those portions of the Site designated for "Future Development/Passive Open Space" on the Conditional District Site Plan may only be devoted to open space v, c-0
v those portions of the Site the
and passive uses and no buildings or structures may be erected thereon under the Conditional District Site Plan. To develop op o po I,I,I _Z
then owner or owners of those portions of the Site will be required to obtain an amendment to the approved Conditional District Site Plan in accordance with
Section 16.2.8 of the UDO or to obtain a rezoning of those portions of the Site. The rules and regulations in effect at the time of the amendment application or I �
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rezoning request shall govern and control all development and use of those portions of the Site. � >(
D. Outparcels may be created within the Site as long as they conform to all requirements of the UDO (subject to review and approval by the Zoning I W
Administrator). a
E. All applicable planning and zoning permits shall be obtained from the Planning and Community Development Department for all uses within the site at the
time of building permit application.
WAXHAW UNITE
METHODIST
3. Maximum Building Area CHURCH
A maximum of 201,600 square feet of total gross heated floor area may be developed on the Site. Areas devoted to surface and structured parking, outdoor (5 PARCELS TOT L)
dining, courtyards and plazas shall not be considered a part of or counted towards the maximum total gross heated floor area. (R-3 ZONING)
(CHURCH)
4. Setbacks, Side Yards and Rear Yards -
A. All buildings constructed on the Site shall satisfy or exceed the setback, rear yard and side yard requirements established under the LIDO for the CA zoning
district. If subdivided, all outparcels shall meet the minimum lot size and setback requirements.
B. Price Street Frontage- A 20' setback shall be provided along the project frontage.
C. Broad Street Frontage- A 25' setback shall be provided along the project frontage. (Parking will be allowed in that portion of the setback identified on the ---
Conditional District Site Plan).
D. Broome Street Frontage- The buildings along Broome Street shall have an average setback of 10 feet and a minimum setback of 5 feet.
5. Parking
A. Parking shall be provided in accordance with Section 12 of the LIDO. Parking calculations provided on the Conditional District Site Plan are subjectto change
as building uses are determined. If future uses require more parking spaces than those uses listed on the Conditional District Site Plan, then the parking
calculation chart shall be revised and shall be subject to the Town of Waxhaw Zoning Administrator's review and approval.
0
provided to the Zoning
reduction in parking spaces required per Section 12.E of the
UDO. A shared parking analysis shall be d
B. The Petitioner requests a 25 /o educt p g p q p P 9 Y P 9
Administrator to justify the reduction per Section 12.6.0 of the UDO. If the size or use of any building listed in the Shared Parking Analysis is increased, then I
the parking analysis shall be revised to reflect any such change and the number of required parking spaces on the Site shall be revised accordingly.
C. The Petitioner will develop an appropriate security plan for underground parking areas consisting of video surveillance and/or security personnel. The I
Petitioner shall consult with the Town Manager and Police Department prior to implementation of such plan.
6. Stormwater Management
9
li treatment shall be
A. Stone water quantity control shall follow the requirements set forth in the Town of Waxhaw Stormwater Design Manual. Storm water quality e
t Management Practices Manual Jul 2007.
vi r the North Carolina Division of Water Quality Best ro ded e eY
P P Y
w and approval at the time of
District Site Plan are subject to revue
B. The location, size, and type of stormwater management systems depicted on the Conditional) Pp
full plan submittal. Adjustments may be necessary in order to accommodate stormwater treatment requirements and natural site discharge points. I
C. In order to achieve the maximum regulatory credits with respect to pollutant removal per the NCDENR Stormwater BMP Manual, a monitoring program shall
be established. After the water quality pond is established, it shall be inspected on a regular basis. Records of operation and maintenance shall be kept in a I
known location and shall be available upon request by the Town of Waxhaw. Any problems found during inspection shall be repaired immediately. Monitoring -�
shall include an evaluation of the following elements:
a) Aquatic environment: water clarity and algal growth
b) Vegetation: The vegetated shelf shall be properly maintained in order to achieve additional pollutant removal and in order to prevent bank erosion. Bare
spots, weeds, and invasive species shall be noted and remedied as soon as possible to prevent larger problems. Grass shall be cut (where appropriate)
and debris shall be removed in order to ensure a functional and attractive BMP facility.
c) Sediment Build-up; Water Depth: Sediment accumulation shall be monitored through a visual inspection of the basin bottom and the sediment accumulation
depth marker. When the specified depth of sediment has been reached in the forebay or main basin, the sediment shall be removed and repaired as
designed. The detention pond shall maintain a minimum of three feet of water at its center point. This requirement is subject to any drought limitations
imposed by the owner's water supplier or applicable law.
d) Benchmark testing will be established prior to development to ensure water quality does not diminish below North Carolina standards or to levels adverse to
drinking by domestic animals. The quality of the water shall be monitored at least once a year to ensure that the pond is functioning as designed. W ILLIA M.
D. The velocity of stormwater runoff discharged from the stormwater pond located on the Site shall not increase over pro -development conditions at the STEWART & WI E
discharge point for the 25 year storm event. HOLL H.
E. As a result of this development, the volume and velocity of off -site stormwater runoff TAX # 05 1303
that is conveyed over, across and/or under the Site to adjacent properties shall not increase over pre -development conditions at the discharge point located (C-1 ZOtd ING
on the Site for the 25 year storm event. (VACANT)
F. Pest mitigation, such as mosquito control, shall be performed in the immediate vicinity of the pond by the owner of that portion of the Site that contains the I
pond.
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7. Lighting
Exterior lighting shall comply with Section 12.10 of the LIDO. The quality of street lights installed by the Petitioner shall be compatible with existing street lights in
downtown Waxhaw (match or closely resemble existing street lights) and will be designed to direct light away from adjoining and nearby parcels.
8. Vehicular Access
Vehicular access to the Site shall be as generally depicted on the Conditional District Site Plan. The placement and configuration of these access points are
subject to modifications required to accommodate final site and architectural construction plans and designs and to any adjustments required for approval by the
Town of Waxhaw and NCDOT. All turning radii shall be constructed so as to be accessible by emergency vehicles (full roadway movements are allowed in
emergency situations). I
9. Architectural Controls J
A. The proposed development will meet or exceed the requirements outlined in the Waxhaw Architectural Standards set out in Section 20 of the UDO with the
height of G
n to reduce the het Building it in fa de is intended f :12. This variation to the bud 9 n9
following exception: Building G shall be allowed to have a roof pitch o 6 9 �
and meets the general principles and the intent of the Architectural Standards (refer to Section 20.6 B of the UDO). I
B. Schematic architectural renderings of the elevations of the buildings and improvements proposed to be constructed on the site submitted with the Conditional
District Site Plan are intended to depict the general conceptual architectural style, character and elements of the proposed buildings and improvements. -- - -
Accordingly, the proposed buildings and improvements shall be designed and constructed so that they are substantially similar in appearance to the schematic
architectural renderings. Changes and alterations which do not materially change the overall conceptual architectural style and character are Permitted based
upon final design/construction drawings.
C. The proposed traditional style of architecture will complement the existing historical fabric of downtown Waxhaw, but will not mimic the existing buildings. A
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BRETT R. DILLER & WIFE GAY M.
TAX # 05113009
P
PATRICIA G. MCGREE
TAX # 05113008
JAMES HOUSTON HOWIE & WIFE ALICE S.
(R-3 ZONING) (SINGLE FAMILY)
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(R-3 ZONING) (SINGLE FAMILY)
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TAX # 06141004C
(R-3 ZONING)(SINGLE FAMILY) I
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ROAD STREET
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(EXISTING 40' ROW)
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FUTURE PHASE PARKING MAY
UNION COUNTY PUBLIC WORKS
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ENCROACH TO WITHIN 15' OF
RIGHT-OF-WAY IN THIS AREA
Oc��Os TAX #005113019
R-3 ZONING) H 4 GLL OUSE
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EXISTING SITE DATA
TAX PARCEL NO.: ..........................
05113020
TOTAL SITE AREA ........................14.92
ACRES
ZONING: ......................................
CD-C4
PROPOSED SITE DATA
PHASE 1 SITE AREA.......................5.97
ACRES
PHASE 1 NET SITE AREA: ................
3.81 ACRES
(EXCLUDING RIGHT OF WAY)
DEVELOPMENT STANDARDS
See Development Notes this shee
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I IN FUTURE \' , vFF�R VICINITY MAP - NTS PROJECT INFORMATION
\ ` PROPERTY OWNER: HISTORIC VENTURES, LLC.
OUTPARCEL \ 2409-B PLANTATION CENTER DRIVE
I \ MATTHEWS, NC 28105
704 846-5139
\ ` ( )
PREPARED BY: DPR ASSOCIATES, INC.
FUTURE PHASE \\
1 \ 420 HAWTHORNE LANE
I \ , . CHARLOTTE, NC 28204
\\ SHEET SCHEDULE [phone]
- _ g ELIZABETH R HOWIE FAMILY L-1 .............COVER
I 4£ : TAX # 06141004 80
1 - - _ _ __ - _ _ _ 1 (R-3 ZONING) (VACANT) L-2 ............ SITE &PLANTING PLAN
HICKS STREET -) , \ L-3 .............GRADING & STORM DRAINAGE PLAN
_`: \\ L-4 .............EROSION CONTROL PLAN - INITIAL PHASE
- -- - -
I FUTURE 60' PUBLIC ROW
_ __ PARCEL, , \ L-5 .............EROSION CONTROL PLAN FINAL PHASE
- - _ _ 3 _ I \\ L-6 ............ .STORMWATER BMP PLAN
I III- � - - - - - - �'; \ L-7 .............STORMWATER BMP DETAILS
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�� L-8 .............OVERALL DRAINAGE AREA PLAN
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IU I- I I \ g ZONINGS L-9 , ...,....... STORM &EROSION CONTROL DRAINAGE AREA PLAN
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IM I W I � N PROPOSED \ V
ZONING L-10 ............ ROAD PROFILES
Iw Ij1 C � I 1, BMP WATER I \_ _ L-11............ DETAILS
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ALITY POND
O I - L 12 DETAILS
�� I �� � mC± y I ............. ILS
0 0 � ;j I \ L-13 ............ DETAILS
I I FUTURE PHASE � w I FUTURE PHASE I a -G \ L-14............ EXISTING CONDITION, DEMOLITION & INTERNAL TRAFFIC
U) 03 N t, I CONTROL PLAN
1 Z i RW-.1 STJHWY IMPROVEMENTS: STRIPING PLAN &
PHASE
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CROSS SECTION
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m I � � I t _- RW-2.......... BROOME ST./HWY IMPROVEMENTS: SIGHT DISTANCE
i I \ PROFILE & NOTES
1 1 I \ RW-3.......... BROOME ST./HWY IMPROVEMENTS: TRAFFIC CONTROL
1 I �,
1 � � - - BENCHMARK PLAN
PHASE LINE EXISTING SEWER MANHOLE
` ELEVATION 622.41'
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JOHN N. HENDLEY & JOHN E. CRAIG
& J. BREWE R. JR.
TAX # 05113037C
(C-1 ZONING) (COMMERCIAL)
heavy masonry style of architecture is proposed that was popular In small North Carolina communities In the early 20th Century. rlc samp es or a ul Ing
will be submitted for review and approval by the Planning Department prior to the issuance of a building permit for that building. •
D. Vinyl siding will not be a permitted exterior building material. C
E. The maximum building height of all proposed structures shall be 3 stories. Maximum building height shall be as described on sheet CD-2 - -
F. A sprinkler system shall be provided for Building D.
G. Proposed awning colors and materials shall be submitted to the Zoning Administrator for review and approval at the time of building permit application.
b t t d theSite the Petitioner shall hold one design charette for the purpose of I
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iE71st STEP INVESTMENTS I
Tax # 05113037B
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(COMMERCIAL)
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TAX # 05113037, W
TAX # 05113037D W I�
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SITE DESIGN OF
OUTPARCELS ARE NOT
PART OF THIS
SUBMITTAL
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SITE DESIGN OF
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ROBERT TILLMAN AUSTIN
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__ $ROOME STREET, LLC.
TAX # 05713052
T
A DREW BRA J. II
i TAX # 05113051 TAX # 0511301
I (CIS & R-3 ZONING)
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UNITE1,BANK
H. Prior to the issuance of a budding permit for each building to a cons ruc a on e, I i ; CIS ONING COMMERCIAL -------TAX# 05113048
OIS ZONING RG1AL ( ) ( )
receiving public comments regarding the architectural design of the building. Multiple buildings maybe considered atone charette. Any comments received at
' ( )-(CDMME )
the design charette shall be advisory in nature and the Petitioner shall not be required to incorporate any comments into the final design of the building, as the
Petitioners obligations with respect to the architectural design of each building to be located on the Site are set out in paragraphs A through G above. Written
F. A detailed screening plan shall be submitted for the area between Building Wand Building'B' for staff review and approval as part of the preliminary plan
notice of the time, date and location of the design charette shall be given to the Town Planner at least two weeks prior to the date. Town Staff may publicize
review.
the charette as the Town deems appropriate and is authorized to enter the Site for the purpose of posting a public notice.
G. Upon the commencement of the development of that portion of the Site located between Broome Street, Bivens Street, Church Street and Street A (the
location of Building D and Building C), the Petitioner shall install screening along the length of the Site's frontage on Broome Street from Bivens Street to Street
10. Pedestrian and Bicycle Circulation
A in a form and manner approved by the Zoning Administrator. The Petitioner shall place information and pictures of the development project on the screening
A. Sidewalks of at least 5 feet in width shall be provided along proposed streets as generally depicted on the Conditional District Site Plan and as required by the
subject to the approval of the Zoning Administrator.
UDO. The sidewalk network will provide internal pedestrian circulation as well as pedestrian access to NC Hwy 16/Broome Street, Price Street, and Broad
Street. A variance will be requested in order to save existing trees and preserve the character of existing streetscape along Broad Street. If granted, a
12. Tree Preservation and Mitigation
sidewalk shall not be provided along the Broad Street frontage. Otherwise, the sidewalk along Broad Street shall be constructed in compliance with the UDO.
A. Tree preservation and mitigation will be delineated through a collaborative process between the Zoning Administrator, developer, and a North Carolina
B. A four (4) foot striped bike lane shall be provided along all internal streets.
registered urban forester, registered landscape architect, or ISA certified arborist. Collaboration between these parties will promote appropriate tree
C. Bicycle parking shall be provided in accordance with Section 12 of the UDO.
preservation measures for the Site and will strike an appropriate balance of tree protection, preservation, and planting in an urban environment while
D. Crosswalks- special paving (including but not limited to stamped asphalt or pavers) shall be provided at the following locations:
accomplishing the overall intent of the UDO.
a. At the pedestrian crossing in front of Building G
P g
B. Where new tree plantings are proposed within the Site the Petitioner shall utilize sustainable planting practices (soil enhancements, strucLral soil, etc.) to
b. At the pedestrian crossing in front of Building H (between Building CID and the town square)
ensure that newly planted trees are provided an optimal growing environment. The Petitioner shall submit the proposed planting plan anc details to the Town
crossings located at the intersections of Church Street and Bivens Street and Church Street and Street 'A' (2 intersections total- see sheet
c. At the pedestrian g
of Waxhaw (or Town representative such as the Union County Urban Forester) for review and approval.
CD-2).
C. Petitioner shall save existing mature trees within the setback along Broad Street, Church Street and Price Street frontages to the maximur extent feasible.
All other crosswalks shall be painted as required by the UDO.
D. Existing Pecan trees will not be removed during the construction of Hicks Street without the approval of the Zoning Administrator. At this true it is anticipated
The minimum sidewalk width on Broome Street and Church Street shall be 6 feet. Where sidewalks abut the end of on -street parking, the minimum width of the
that at least one Pecan tree will require removal.
b 7 feet. Where the sidewalk is located outside the public right of way a sidewalk easement shall be provided to the Town of Waxhaw in a form
sidewalk shall e P 9 Y
E. All existing trees located on that portion of the Site designated for "Future Development/Passive Open Space" shall be preserved until su;h time as a grading _
approved by the Town.
permit is issued for the development of this portion of the Site. At such time that this portion of the Site is developed, the development ofthe Site will be
required to comply with any applicable tree preservation ordinance in effect at that time. Notwithstanding the foregoing, dead and/or diseased trees may be
11. Buffers , Screening Internal Landscaping
removed upon the approval of the Zoning Administrator.
A. Buffers will conform to the standards specified in Section 9.8 of the UDO.
B. As depicted on the Conditional District Site Plan, the Petitioner shall install a landscaped area along the Site's frontage on Broad Street. This landscaped area
13. Signage
will be installed contemporaneously with the development of any portion of the Site located west of Church Street or as soon thereafter as seasonal conditions
A. An overall master signage plan will be submitted for consideration and approval by the Town of Waxhaw Planning and Zoning Administrator.
permit. The landscaped area shall contain a mixture of vegetation types (large maturing trees, evergreen trees, understory trees, shrubs, etc) and shall be
B. All signs installed on the Site will be erected in accordance with the requirements of the LIDO and the approved master signage plan.
substantially similar in appearance to the pictures attached hereto as Exhibit A -in terms of the adequacy of screening. The proposed landscaped area planting
plan shall be approved by the Planning Department during the construction document phase of the permitting process (per Section 9.8.1-B-2 of the UDO).
14. Project Phasing
C. Street tree locations depicted on the Conditional District Site Plan are preliminary and may be altered or modified to accommodate changes to the plan.
A. The development shall be phased according to the attached phasing map (See Appendix'A'). The developer reserves the right to construct the project in a
D. All garbage/trash disposal areas, dumpsters, recycling units, and outdoor storage areas, shall be screened with a solid enclosure and gates (per Section
different sequence than those delineated on the phasing map with the following exceptions:
9.8.2-B of the UDO).
a. Phase 1 must be completed first.
E. In addition to internal landscaping required by the UDO, the development shall provide internal landscaping that achieves the following goals:
b. Phase 4 must be completed before phases 5, 6, 7, and 8. Notwithstanding the foregoing, the water quality pond shall be constructed before phases 5, 6, 7
a. To support safe pedestrian circulation
and 8 with final completion at the earliest possible date.
b. To promote the use of drought tolerant and low maintenance plants and avoid invasive species
B. The developer also reserves the right to construct multiple phases at once; however, no more than 12 acres shall be disturbed at one time.
c. To visually emphasize pedestrian circulation, public open spaces, and focal points
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.E
No. Date By I Description
1 12-21-12 1 RT I PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
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(VACANT) (OIS & R-3 ZONING) (COMMERCIAL)
C. No land clearing activity shall commence on the Site until the Petitioner has obtained adequate water and sewer rapacity for the initial buildings 1' at are to be
constructed. The Petitioner must provide written evidence to the Zoning Administrator of the acquisition of adequate water and sewer capacity for the initial buildings
to be constructed in a form satisfactory to the Zoning Administrator. However, the applicant may remove any existing structures prior to obtaining water and sewer
approvals.
D. Buildings must be commenced on any portion of the Site with land clearing activity within six (6) months of such land clearing activity. Vegetatior bonds shall be
required in an amount as determined by the Planning Department.
E. Petitioner shall make reasonable efforts to coordinate with existing businesses located within the Site to:
a. Minimize the impact of the new development during construction.
b. Minimize downtime for businesses that are relocating to the new development.
15. Open Space
A. Amenity areas shall be constructed contemporaneously with adjacent buildings.
B. A centrally located open space (town square) shall be provided as depicted on Sheet CD-2. The town square shall be designed for versatility in uses and shall be for
public use. A centrally located focal element shall be erected within the town square and landscape plantings shall be installed to enliven the space (seasonal color
provided at key focal elements). The minimum size of the open space (as measured from right of way to right of way and building facade to building facade) shall be
0.75 acres.
C. Additional public amenities shall be provided in the pedestrian zone (area between the back of curb and the building edge) along the proposed streets. Amenities
may include but are not limited to outdoor dining, shelters, seating areas, public art displays, fountains, etc.
D. A gazebo shall be constructed adjacent to the proposed pond in the location generally depicted on sheet CD-2. A Certificate of Occupancy shall not be granted on
Building E until completion of the gazebo.
16. Road Improvements
A. Price Street- Price Street shall be widened to provide a 20 foot minimum travel width from Broad Street to Broome Street. Curb and gutter is not proposed along
Price Street. A 5 foot sidewalk shall be constructed only along the project frontage.
B. Church Street- Church Street shall be improved to provide a 20 foot minimum travel width along the project frontage. Curb and gutter and a 5 foot sidewalk shall be
installed along the project frontage (Site side of street).
C. Bivens Street- Bivens Street shall be improved to provide a 20 foot minimum travel width from Hicks Street to Broome Street. Curb and gutter and a 5 foot sidewalk
shall be installed along the project frontage (Site side of street).
D. Hwy 161 Broome Street- Broome Street shall be improved to include a 3- lane cross section along the project frontage. The north and south bound through lanes
shall be a minimum of 12 feet in width and the center lane (turn lane) shall be a minimum of 11 feet in width. Curb and gutter and a 6 foot sidewalk shall be installed
along the project frontage.
E. Road Improvements shall be completed in accordance with the Project Phasing Map and Section 14 hereof. Improvements along Highway 161 Broome Street shall
be completed prior to issuance of a Certificate of Occupancy for Buildings C and D.
landscape architecture
3M planning
civil engineering
DPR Associates, InC. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
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BETTY JANE TAPLEY
TAX # 05113 3
(OI3 ZONIN j 1 I
(COMMERCI L)
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17. Construction Commitments
A. Land development and/or construction activities may occur on the Site only during the following hours:
a. From 7 A.M. to 7 P.M. on Mondays, Tuesdays, Wednesdays, Thursdays and Fridays.
b. From 8 A.M. to 5 P.M. on Saturdays.
B. No land development and/or construction activities may occur on the Site on Sundays.
18. Development of Future Development/Passive Open Space Areas
A. Development of those portions of the Site designated for "Future Development/Passive Open Space" on the Conditional
District Site Plan shall not commence until the expiration of the two year period commencing on the date of the ordinance
approving this Conditional District rezoning request by the Town of Waxhaw Board of Commissioners.
B. For purposes of this Section 18 of the Development Standards, "development" shall be defined as the carrying out of any
building activity or the making of any change in the use or appearance of the land. Notwithstanding the foregoing,
"development- shall not be deemed to include planting, maintaining and cutting grass, installing and maintaining plants and
shrubs or performing routine and/or customary landscaping maintenance.
19. Trash Removal (7 ' � "'`` r . r'I �1 � " .�_.I
A. Garbage and recycling service/ ick-u may only occur on the Site during the following hours: I 0 I � t 7 Lea U �_a [a 1 � I
9 Y 9 p P Y Y 9 9 1 ��i, rw _ U t
a. From 7 A.M. to 7 P.M. on Mondays, Tuesdays, Wednesdays, Thursdays and Fridays. s �-I L- II
b. From B A.M. to 5 P.M. on Saturdays. ,� , '; ;,
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h n I c. No and recycling service/pick-upma occur on t e Site o
garbage Y 9 Y
Sundays. ? . ,.
E ... F' " r.-..e<71fanch
20. Binding Effect w....... ....__-_.._ r�.
A. All conditions ons applicable eto the development of the Site imposed under these DeveIoPraent Standardsand the Conditional
District Site Plan will, unless amended in the manner provided under the UDO, be binding upon and inure to the benefit of the
Petitioner and subsequent owners of the Site and their respective heirs devisees personal representatives, successors in
q P ,P
interest or assigns.
COVER SHEET
WAXHAW MIXED USE - PHASE 1 SUBDIVISION/CONSTRUCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. MATT PLANTATION CENTER DRIVE
MATTPLANTATION
NC 28105
[phone]
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SIDEWALK
EASEMENT
REQUIRED IF
OUTSIDE ROW
I
SIDEWALK
EASEMENT
REQUIRED IF
OUTSIDE ROW
I I
1
�
16' 1 4'
1 10,
10'
1 4' 16' 1
7' MIN.
ANGLED PARKING
BIKE
LANE
TRAVEL
LANE
I TRAVEL
LANE
BIKE
LANE
ANGLED PARKING
7' MIN.
SIDEWALK'
IDEWAL '
2'-6" CURB &
2'-6" CURB &
GUTTER
GUTTER
t
PUBLIC STREET ANGLED PARKING CROSS
SECTION
PEDESTRIAN ZONE DIMENSION INTENDED FOR BUILDINGS THAT FRONT STREET,
SCALE:
SOME AREAS MAY BE LESS (REFER TO SITE PLAN)
"SIDEWALK NOTE
1. 7' SIDEWALK WHERE ABUTING ON SITE PARKING AND WHERE INDICATED ON PLAN
(BOTH SIDES OF CHURCH STREET STA 1+50 TO STA 9+35)
SIDEWALK
2. 6' SIDEWALK ALONG NC HWY 16 \ BROOME STREET AND WHERE INDICATED ON PLAN
EASEMENT
(WESTSIDE OF NC HWY I6\BROOME STREET STA4+00 TO STA 12+50 AND EASTSIDE OF CHURC STREET
STAG+35TO STA 1+50)
REQUIRED IF
3. U SIDEWALK BOTH SIDE OF WISACKY STREET AND ALONG NORTH SIDE OF BIVENS STREET
OUTSIDE ROW
5' MIN.
r SIDEWALK'
-
ROW
gP� 5' MIN.
60' PROPOSEDIRIGHT OF WAY SIDEWALK'
I I
4' 1 10, 10' 1 4' 1 6'
PLANTING STRIP 1 1 BIKE TRAVEL TRAVEL I BIKE I PLANTING
LANE LANE I LANE LANE STRIP I
2'-6" CURB &
2'-6" CURB & SIDEWALK
GUTTER GUTTER EASEMENT
STREET TREES SETBACK DATA
ORDINANCE NOTES:
1. New trees are required wherever existing trees are not saved within 30 feet of the back of curb. \ \ (DEVELOPMENT NOTES FROM CONDITIONAL REZONING CASE #CD-2009-001)
2. New trees shall be spaced between 40 feet and 65 feet on center. \\ \w Setbacks, Side Yards and Rear Yards
3. New medium and large maturing trees shall be located within twenty five (25) feet of the back of curb, and shall be \ v A. All buildings constructed on the Site shall satisfy or exceed the
located outside of public street right-ofways, and no closer than four (4) feet from sidewalks. \ �O Q. setback, rear yard and side yard requirements established under
4. New small maturing trees shall be located inside rights -of -way. When available, small maturing trees shall be \ Rom, the LIDO for the C-4 zoning district . If subdivided, all outparcels
located inside planting strips. \ shall meet the minimum lot size and setback requirements.
5. New trees shall be canopy species, except where overhead utility lines exist within twenty five (25) feet of the \ Front Setback
street right-of-way, small maturing species shall be used. \ Rear Yard
6. New trees shall be 2-inch minimum caliper at planting. \ Side Yard
7. New trees shall be selected from the approved Waxhaw tree species list (Section 9.21.15), provided that additional \ OP �� B. Price Street Frontage- A 20' setback shall be provided along the
species may be used subject to specific approval of the Administrator. \ O`' $ project frontage.
8. Street trees may be installed prior to, during, or after construction on any lot, but in any case, street trees shall be PR'OCFz \ C.Broad Street Frontage- A 25' setback shall be provided along the
installed prior to issuance of occupancy permits for each lot. \ y5 ��FFE project frontage. (Parking will be allowed in that portion of the
ADDITIONAL NOTES: \ setback identified on the Conditional District Site Plan).
\ D. Broom Street Frontage- The buildings along Broome Street shall
1. Street trees along Broome Street shall not be installed until building locations have been determined. Adjustments may be \ have a average setback of 10 feet and a minimum setback of 5
required in order to provide an 8 ft planting strip (if feasible) between the back of sidewalk and proposed building. Prior to \ \ feet.
planting property owner will consult with staff to determine adequate planting strip width. \ S1 4`20' 1 8 E _
TREE CHART: \ 110.00' mx
\\ �O
\ \m9
z
--- - -- - - - -_ - - -- - - - - - -
HICKS STREET
FUTURE 60' ROW \ \ \
I \
----PROP OP SITE RETAINING
REQUIRED IF WALL TO BE DESIGNED T' \ I \
2 STANDARD STREET CROSS SECTION (W/O PARKING) OUTSIDE ROW - - -- - - _ - BY OTHERS �+v PROPOSED
L-2 SCALE: 1" = 10' $0 Or,, STORMWATER BMP WET \
LU m DETENTION POND #1-
NOTES: W
1. SIDEWALK EASEMENT IS REQUIRED FOR ALL SIDEWALKS PARCEL \ r
LOCATED OUTSIDE OF RIGHT-OF-WAY. EASEMENTSHALLBE F.. HISTORIC VENTURES, LLC. -- U)
I
AT BACK OF SIDEWALK. /
co PIN#05113020 3 D
Z (CD-C4 ZONING) 0
TNOTE:I w SI E W
I \ \
1. A PLAN REVISION WILL BE REQUIRED ONCE SITE AND GRADING PLANS ARE DEVELOPED FOR EACH PARCEL
PRIOR TO CONSTRUCTION. m FOR INTERNAL VEHICULAR AND PEDESTRIAN PROPOSED
TRAFFIC CONTROL PLAN AND NOTES GAZEBO
I SEE DETAIL 2 ON SHEET L-14. FUTURE (FUTURE PHASE) X u oa \
60' PUBLIC .--� \ \ P\
FUTURE 7 ` -- \ \ m\
L11 PROPOSEDROW _�. ��SIDE LK� \\ \\.qa\ \ t�
O I I 60ROW IC 2 L 11 END OF ROAD / \\ \\'\ \ �`O-o
O e BOTH SIDS L-11 'r\ u' f
00 N i SIDEWALK L-11 TSIDEWALK CHURCH STREET BARRICADE ATDBACKOFASEMENT�
z EASEMENT 2'-6" CURB & SIDEW LK / \ d'.\\\
PROPOSED AT BACK OF BOTH SIDES PROPOSED 60' PUBLIC ROW f� cn A
END OF ROAD SIDEWALK GUTTER, TYP. r �,,- 2'-6" CURB & \�` 2\\
L 11 BARRICADE 2.5' RAD r_ _ N 9.5' RAD E �, 1. RAD 2 \ ,s\\ O
2.5' RAD I GUTTER, TYP. L-11 \
F TURE PHASE
2o's E
N07°2710"W N074425WEXPROPERTLINEN07°44'25!'I� 5.5' RAD _
_S03.5101
ti 100.00' 3 96-
O 58.33' - � N) 00'OO b - - - - - -
O ,.L9'LCI=I - S0T3T15"� O M -
b - -1 CO (o PROPOS
0 3.s4' 0 - - �,RW_00'0009r=8 + 28' 45DEG.
w ___----:71 ___ ___� w O o tb 96t o PARKING
EXIST NGR00
OVV -- ----1
00
w I _
O
URC STREET PROPOSED ROW I 12ITS(
N
30' FROM CL I9.5' RAID , Ir
40 PUBLI� ROW � I I _ I 1 I
W 0' " I I
W
II l I 1
N 1 L---I
EX cr IY „ FUTURE APPROXIMATE
Row 4 Row 00 SL DRIVE LOCATION
SUBJECT TO CHANGE
Z ,
I I _ Z U)
WIX 1 N W aI L-11
PROPOSED RIGHT OF WAY U +' 5' SIDEWALK
30' FROM EXIST. CL I v,
BIVENS STREET- 40' XISTING RIGHT OF WAY I i I `O I SIDEWALK EASEMENT
10, 10. 4' SITE I P O 50' 1`iy AT BACK OF SIDEWALK
TRAVEL TRAVEL BIKE PLANTING STRIP I 5' W
LANE LANE LANE (WIDT VARIES, 8' MIN. WALK
_ 25'X25' SIGHT
CD
I � TRIANGLE, TYP.
CURB &JI' I STREET
GUTTER \ SIDEWALK d CD I 10'X70' SIGHT TREE, TYP.
EASEMENT I , TRIANGLE, TYP.
REQUIRED IF fl y l
5 CROSS SECTION'A'- BIVENS STREET OUTSIDE ROW EX40'ROW z
L-2 CALE: 1" = 10' _
-f
6�-
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.6
CHURCH STREET 2'-6" CURB &
GUTTER, TYP.
145" rn�
REET PARKING
LOCATION
QUANTITY
COMMON NAME
SCIENTIFIC NAME
BROOME STREET/ HWY. 16
13
WILLOW OAK
QUERCUS PHELLOS
CHURCH, BIVENS, WISACKY STREETS
29
JAPANESE ZELKOVA
ZELKOVA SERRATA
- 19.5' RIA
w N10`00'01"W N `-N
1 nn nn' 1 nn.00
No.
Date
By
Description
1
12-21-12
RT
PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
2
3-19-2019
RT
PER NCDENR DWQ STORMWATER PERMMITING 1ST REVIEW COMMENTS
�po\p\uCAR
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GNPE°ARCS,° /y/Ix
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8 ' 6'\
°
SSOCIII0C\2 \\\\
..
10111
o``�N
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% XCK\47
PARCEL
2
EXISTING rn +Z -
� 40 ROV1� 6Z -
0 0
II III
\ 2.5' RAD
\ 9.5' RAD
STREET 19.5�RAD
TREE, TYP. FUTURE APPROXIMATE
DRIVE LOCATION -�
SUBJECT TO CHANGE
eT SIDEWALK
L-11
BOTH SIDES
1
L-11
6' SIDEWALK
-� N17°14'01
- 4°38'01"W o- 127.06'0
100.00 o - - ---------
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
1 1/2" SF9.5 A
1 1/2" S9.5 B
8" COMPACTED
AGGREGATE BASE COURSE
GEOTEXTILE SEPARATOR
COMPACTED SUBGRADE
TYPICAL MIN. PAVEMENT SECTION
(WITHIN PUBLIC RIGHT OF WAY)
SCALE: 1" = V
1 1/2" SF9.5 A
1 1/2" S9.5 B
6" COMPACTED
AGGREGATE BASE COURSE
GEOTEXTILE SEPARATOR
COMPACTED SUBGRADE
TYPICAL MIN. PAVEMENT SECTION
4 (PRIVATE PARKING LOTS)
2 SCALE: 1" = 1'
EXISTING SITE DATA
TAX PARCEL NO.: .......................... 05113020
TOTAL SITE AREA .........................14.92 ACRES
ZONING: ...................................... CD-C
PROPOSED SITE DATA
PHASE 1 SITE AREA.......................5.97
ACRES
PHASE 1 NET SITE AREA: ................
3.81 ACRES
(EXCLUDING RIGHT OF WAY)
PARKING DATA
REZONING APPROVED PARKWG.......
485 SPACES
APPROVED PARKING ...............478
SPACES
PHASE 1 PARKING PROVIDED ..........
66 SPACES
SURVERYING NOTE:
EXISTING SITE BOUNDARY SURVEY AND EXISTING TOPOGRAPHY SURVEY
FROM SOUTH POINT SUVRVERYING, DATED NOVEMBER 12th 2008
SOUTH POINT SURVEYING, PLLC
20016 SILVER ROAD
OAKBORO, NC 28129
704-622-3626
Will a]
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loll
2 .5' I
7°14'01W NC
• 00+0
47.94'
SEE SHEET RWA
FOR BROOME
STREET / HWY 16
ROAD WIDENING
DRIVE
3/3c�1o1
y/5�3
!�-2r
3J19)3
- 9.5' RAD
�X.
\DRIVE
9.5' RAID
\ ` 29.5' RAD
25'X25' SIGHT PARCEL \No \ °• '
YtoTRIANGLE, TYP. STREET \U1p
( a o 10'X70' SIGHT 1 TREE, TYP.
TRIANGLE, TYP.
0 1„W ,
-cY FOP
o
0
m PHASELINE
------ PROPOSED RIGHT OF WAY
FUTURE RIGHT OF WAY
- - - - - - - ADJACENT PROPERTY LINE
PROPOSED CURB AND GUTTER
PROPOSED SIDEWALK
SITE AND PLANTING PLAN
t'MUF'UJtU bIKELANE
PROPOSED CROSSWALK
PROPOSED RETAINING WALL
i
I' PROPOSED ACCESSIBLE RAMP
(SEE DETIAL 5 & 12 ON SHEET L-11)
WAXHAW MIXED USE - PHASE
CONSTRUOCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. MATT PLANTATION CENTER DRIVE
MATTPLANTATION
NC 28105
[phone]
1"=40'
Number
L-2
3
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tAl _�/30)o
_ -- - -- - - t - / f i 1' �` / / /' �� _- STORM DRAINAGE SCHEDULE
GRADING AND STORM DRAINAGE NOTES: �
1, ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 0
Note. All Curb Inlet Rim Elevations Are Measured al Center Lip of Edge of Pavement 2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
..................... ..... ) GROUND BREAKING. O
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. r
NCDOT/ 4, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING CONSTRUCTION.
FROM CMLDS TO 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
/ / / / `�� / // °0/ \ \ \ \ (� / / / / I STRUCTURE # 'RIM INV IN INV OUT PIPE STRUCTURE I Remarks 6. ALL FILL TO BE COMPACTED TO 95% A.A.S.H.T.O. STANDARD COMPACTION. r
- -- -
' / / �O/ \ \� / / I 7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL LIMITS, OR OTHER GRADING
...... ........ ..._.. ...-- _ ............ _...... - - _ REQUIREMENTS.
FOR �HASE 1 GRADING PURPOSES / /' / / / / , \ \ \ *\ �� / // I DI-120 840.14 651.50 ' ---- 646-00 155 LF OF 18 in @ 5 42 / CI-122 RCP �/�
\ \\ / II ----- - -- - �- 8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE TO FINISHED ELEVATIONS (TOP OF PAVEMENT). V )
- Y / r r = f I 1 \ \� / / ` �_ ° REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
/' / / / / / / \ \ \ \1 I FES-121 840 04 637.50 39 LF OF 18 in @ 1 79 /° CI 122 RCP COMPLETED UNDER THIS CONTRACT.
CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW AWAY FROM BUIDLING(S) AND
----------- ACROSS NEW PAVEMENT ANDIOR LANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, OR OVERLAND
/ / / i �\ \ i
\ I I I CI 122 840.02 641 .67 I 636.80 636.60 66 LF OF 18 in @ 5.76 % CI-123 RCP SHEET FLOW.
�o/ i \ \ r `� I 1 I 637.60 (FROM DI 120) 10. ALL "NCDOT STD." NUMBERS REFER TO THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS
/ /� j , ' \ \ \ 5 // - - 1 I ' i / I .......... .. ......... MANUAL IN EFFECT AT THE TIME OF SUBMISSION OF PLANS. W
�`O/ J \ // // ` \ I I , 4 ` 11. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT" FROM THE ZONING ADMINISTRATOR.
co v I � 1 CI-1 840.02 636.10 [ 632.80 632.60 54 LF OF 18 in @ 1 1 1 % CI 124 RCP, CLASS IV U)
J 41 \ / / III - ..........___ __ _.. _.._ __ _ _ _.--- _..... _. -._. 12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE.
i
- - 2 � i E
I 13. GRADING MORE THAN ON ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT
6�r � � _, / � � \ � 1 I i / CI 124 840.02 636 10 632 00 - 631 .80 84 LE OF # 8 in 5 48%. CI 126 RCP O CO TO A FINE
ALL PERIMETER DIKES, SWALES DITCHES PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1)
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
B52 DI 125 840.14 1 631.90 629.00 13 LF OF 18 in @ 13.85 % CI-126 RCP, CLASS IV WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED - - _ --_ -- _ ._
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR
- - - - - ` - - - - - - - - - // j / / � � � - _ � - - - - - - - - - - J � \ ` DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
/ CI-126 840.02 630.93 } 627.20 627.00 73 LF OF 18 in @ 2 19 % CI-1 29 RCP
-- -- - ----- -- t- - -- �-------- - 15. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) I5 TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT
627.20 (FROM IA 125) PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO
�b^ I PROHIBITED.
i RCP, CLASS IV
/ 1 1 DI-127 I 840.14 628.50 625.50 64 LF OF 18 in O.iB % I CI-128 O RING 16• IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5 /o SLOPE ON THE CURB.
/ ✓ - //� \ v/ % / / ' - , C / / Q / �� t- f @ 17. CURB AND GUTTER SHOWN ON THE PLANS MAY BE ADJUSTED, BASED UPON FIELD STAKING, BY CITY ENGINEERING. ASSOCIATED STORM
CI-128 3 840.02 629.45 625.00 624.80 54 LF OF 18 in @ 0 56% CI 129 O RING
.......____..__ _ ____ _ _ _ _ __ _ W__. _ _ _ DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
CI-129 840 02 629.45 624.50 624.30 54 LF OF 24 in @ 1.85°/ i DI-13D O RING 18. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
- - - - - -
/ . ` / { �- _ ____ i 19. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO 2
625.40 (FROMCI-126).___.._ _
- ) - SUBDIVISION FINAL INSPECTION TO THE TOWN ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY SUBDIVISION ORDINANCE.
G \ I 4 DESIGN FOR FUTURE 20. SLOPES SHOWN ON THE STORM DRAINAGE SCHEDULE ARE FOR CONTRACTOR'S REFERENCE ONLY. CONTRACTOR TO BUILD STORM �(
/ 1 / LIMITS OF GRADING, TYP. / -p \
\ / G/ \ \ \ DI 130 I 84D.14 628.50 623 30 623.30 55 LF OF 3fi in @ 1.27 % D1-131 BUILD OUT, O -_ -1 DRAINAGE SYSTEM TO THE ELEVATIONS SHOWN ON THE SCHEDULE
' �� - ��� A A A %DI 131 84DOL�! 4 628 50 622.60 622.60 17 LF OF 36 to @ 2 06% HW 132 O RING 21, HIGH -DENSITY POLYETHYLENE (HOPE), IF SPECIFIED, STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
\y _ _ __.__ { _______- 1 -_ -_- _____.. __.- _ �y _ ..__ _ --
RIGHT-OF-WAY MUST BE APPROVED BY THE TOWN'S
\ INSPECTOR �• " HW-132 Sht L-13 --- ---- 622.25 - A PROVED BY HE CITY INSPECTOR PRIOR TO PLACEMENT OFTHE MATERIAL WITHIN THE PUBLIRRIGHT-OF-WAY.MATERIAL MUST BE
CS STREET
\ EXISTJNG - �� - -� r _ / I I u i 22. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
\ \ E - ` - - I 4 \ �N / Y • • _ 23. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE TOWN OF WAXHAW.
STORM I?RAII�,�GE
24- NON-STANDARD iTEMS(IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
TO REMAIN, TYPE 38 G
GREEMENT WITH THE (TOWN OF WAXAHW DEPARTMENT OF TRANSPORATION! NORTH CAROLINA DEPARTMENT OF TRANSPORATION)
NOTES: BEFORE INSTALLATION.
I
�S STREET' .�� scab[ I 1. ANY EXISTING STORM SYSTEM TO BE RETAINED IS REQUIRED TO HAVE A'CONDITION ASSESSMENT' TO DETERMINE ITS 25. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
\ I PIROPOSED SITE / rn �� �� i INTEGRITY. VIDEO CAMERA MAY BE USED FOR ASSESSMENT. GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
FUTURE 60' RAW RI�TAINING WALL ��I / s�'�s�asr `� 2. SEE SHEET L-4 FOR CLEANWATER BYPASS STORM DRAINAGE SCHEDULE (CI-100, JB-101, CI-102, CI-103, CI-104, CI-104A, 26. ALL ROAD IMPROVMENTS AT HIGHWAY 161BROOME STREET, CHURCH STREET, AND BIVEN STREET ARE TO BE COORDINATED WITH THE
` \ \ CI-105, CI-106, CI-106A, CI-107, CI-108, CI-109, CI-110, GI-111, CI-112, CI-113 & HW-114) TOWN OF WAXHAW ENGINEERING DEPARTMENT AND NCDOT PRIOR TO CONSTRUCTION.
1 I p�� \
THEIRS / /. 7
a,
N /
\ \ \ FOR PHASE 1 GRADING PURPOSES 0,
1. ALL CURB INLET RIM ELEVATIONS ARE MEASURED AT CENTER LIP
OF EDGE OF PAVEMENT.
2. ALL GRATED DROP INLET RIM ELEVATIONS ARE MEASURED AT TOP
OF GRATE, SLAB DROP INLET MEASURED AT THROAT OPENING.
/ �.CD/ /
\ ` `� i r i rI i I _ - •C ,t -,V / rOF�OPOSED STORM WATER
N // BMP WET DETENTION POND
v v v I W I I I i I r4,
�o� SEE ENLARGEMENT AND DETAILS SHEET L-6 & L-7
Ira
LIMITS OF GRADING, TYP.
\ \I \ I j I 1 f 1 / / / /' / / I N I 1\ 1 V J EXIST. 8" SEWER TO BE RELOCATED
OUTSIDE OF BMP SLOPE
SEF, DPR SEWER/WATER PLANS TO UCPW
PROPOSED i{O DRAINA
W t1TYP / / r TAIL DITCH TO ACHIEVE
\ I I I j / / / ��/ / 1 / PROPOSED SITE
DAYLIGHT AT END OF HW-114.
1 \ } l I lb / / / �/ / A I RETAINING WALL
(b7/ / �o% / / / \ 11 \\ I TO BE DESIGNED S REQUIRED FROM 1 EASEMENT AND GRADING PERMISSION
\ / / PROPOSE BY OTHERS I Q O ADJACENT
i - PROPERTY OWNER
END OF �/ I N N ��
I cl I I li 7 / / / / / / L 11 BARRICADE 6�/ a ti t - _ rn \ \j.
i 1 1 1 PRO OSED I L-11 I / / / / 4 1 W -- N \yam \ /
I I 1U ] END F RO� / / / u / / / / �o/ HW 13 14
ti I/ I I f I BAR 2 AD-7 / H �i,ST F.r�\�\ �BENCHM
ROPO 60' PU IC ROW / kn / / �E_ m r 4■ '' V \ , EXISTING SEWER MANHOLE
/ 1 U7tUR HAS / / / _ 20'sD _-_ i --- r'ti- ! _2_� �- �, a Sp + 5 + fi23 +B s s +Tws2s V / RIM ELEVATION @ 622.41' _.
FU A ASE .� TW 628 +TW 628 + -
4 ®.TW 628 1 \ - _ -
I-1%24/ F126 CI-129 / DI 0
\ e H
■ > s =
� 1 00 rn
r ti s-r��y-rn -�-,+a / "° 0 1 `u' /' `°' Q c�° o
DI-1 / / w---/T-°�-- - HC. _ ca o o`" ti 'U Q
/ -
�� / / / ie HC H
X�o I-123 '1 `y �0 1" - rr
_ * HC HC _
(� 1 - -
-J � 1 I D, *.• �24
6 r P OPOSED +00
I 65 I ( I I R i \ / ``�� t 8 �2r ! _
STORM DRAINA TYP, 1/ \ W PROPOSE
I ( � \LEAN
WATERBYBAS'
J1\ \1ss1' a30 S M-DR�NAGE
o
-' --6z�TEMPO LY
X
z O / S PROPOSE
00 V - a �30 STORM / 1\�
$_ ~ _\ 634
S E_QN--�OF
�I.11��
X�C / I I i _ - ___ _ �% _ -� _ _ _ 9STING PIPE
m i lJ / - �- fJ . 6 J-- / s2925
w a.
Cb
w 3 PROPOSED SITE 63 \\
l / __ RETAINING WALL 0
/ M N) 1 /3 - - TO BE DESIGNED
/ EXISTING i 1 I I BY OTHERS 6 9-
/ STORM E
TO REM I TYP.
OPOS D NEW STORM
TRUCT RE AND PIPE \ _' J / /_ H _ H
CONVERT EXISTI I 1&2
INTO PROPOSED ClL 12 �4A - 5
- CI 10
00
i// -C1-104
\ _ \ A M,77�_
1JB-101I1 QFwl� �\
EX DI-7
C�
O
�l CD j \
p / O Pvm ll. / - O SURVERYIN NOTE:
EXISTING SITE BOUNDARY S
FROM SOUTH POINT SUVRVE
rt- J, /- / LIMITS OF GRADING, TYP. SOUTH POINT SURVEYIN
�- -_-_- CONVERT EXISTING DZ \ \I _ EX YI-1 ! I' EXISTING i 1 ` r, LEANWATER BYPASS 20016 SILVER ROAD
3 INTO PROPOSED JB I I' 40. 0�� - STORM DRAINAGE _ _ STORM DRAINAGE, TYP. OAKBORO, NC 28129
L-12 it --` - -- TO REMAIN, TYP r-, 704-622-3626
Project Manager
CG/HN
Drawn By
CGIHN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.6
No,
Date
By
Description
1
12-21-12
RT
PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
�111111441I 1I 11l11!!�
CARO�li��''%
2OQ-o�iSS��°
SEAL
030523 -
1j1 111114411111�
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 1 vvww.dprassociates.net
PHASE I DENUDED AREA = ± 12.0 AC
PCCO & BMP WET DETENTION POND INFO: -
Project Name
Waxhaw Nixed Use Development
Original Parcel ID Number(s):
05113020, Hwy 16 & Church St, Town of Waxhaw, NC
Zoning Into
CD-C4
Development Type:
Commercial
Subject to Phase 11 NPDES? Y/N
YES
If NO, why?
-- Click for Dropdown --
Watershed:
Catwaba River
Regulated By:
Waxhaw and NCDENR-DWQ
Treatment Effectiveness:
90% TSS, 25% TN, 40% TP
Site Area (ac):
14.9
Disturbed Area (ac).
+/- 11.4
BMP Application
BMP Wet Detetention Pond
(Drainage 1A)
Bypass (Drainage Area 2D)
Total on -site Drainage Area (ac):
11.4 ac. to BMP Pond
3.5 ac. Bypass
Existing Built -upon -area (ac):
.8 ac
2.5 ac.
Existing BUA to be removed (ac):
0
2.5 ac.
Existing BUA to remain (ac):
0.8
0
Proposed New BUA (ac):
7.75 ac
2.5 ac.
Proposed % BUA:
75.0%
71.4%
Density (High / Low)
High
High
Total Post -Project BUA for site:
8.55 ac.
2.5 ac.
Development or Redevelopment?
Development & Partial Redevelopment
Total stream buffer protected on -site (ac):
N/A
1 TOI
I � �
--
111 DRAINAGE STRUCTURE DETAIL REFERENCES
\ol aid,-
1
-A-
LEGEND
EXIS7,ING y=
STORM DRAINAGE
TO REMAIN, TYP.
GRADING &STORM DRAINAGE PLAN
THE FOLLOWING DETAIL REFERENCE NUMBERS REFER TO
NCDOT OR CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL, LATEST EDITIONS.
NCDOT STD.#840.02 CURB INLET
NCDOT STD.#840.04 THROAT OPENING DROP INLET
NCDOT STD .#840.14 GRATE TYPE DROP INLET
NCDOT STD.#840.31 JUNCTION BOX
DETAIL #9/SHEET L-12 FLARED END SECTION
DETAIL #6/SHEET L-12 HEADWALL
j
PROPERTY LINE
- -
RIGHT OF WAY
- - 850 - - -
EXISTING 2' CONTOUR
850
PROPOSED 2' CONTOUR
_
EXISTING STORM DRAINAGE TO REMAIN
_NNNp
PROPOSED STORM DRAINAGE BYPASS
M MR M M ME]
PROPOSED STORM DRAINAGE
EXISTING TREE TO REMAIN
PROPOSED RETAINING WALL
LIMITS OF GRADING
SW313o1o!
WAXHAW MIXED USE - PHASE 1 CONSTRUCTION / ON PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT IOWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. 2409-B PLANTATION CENTER DRIVE
MATTHEWS, NC 281058105
[phone]
Scale:
1"=40'
3
Sheet Number
L-3
Q
-.� --.. � ..-. � i , :r .;l,a .i; E; - +7� :i-j,-u�,�5i'nr?c-rnr-thy--�-l7r,Fi.�`.-�f�^•^i.'t_e`�i.S'T�T�'?rT�
.. , } t }'J. 1 ,. �.'' I '. �... ,. � - } 5 I 1'' `• .Ii � 'I Y �� 1�' ['.�q 4 { e 1.1, I
, }' t • [ f. a •, r � ' s .. •r
�i.4t

5:.�.jt kJ -,iL _i. �_ ,'J :�..
C Q -7 S kv
STORMWATER BMP STAGE -SURFACE AREA -VOLUME TABLE 6
It
\ o
\ \ y PROP. 15' SEWER 1�4
r i- I � _ _ Forebay Main Pond Total Surface Incremental O
EASEMENT _ I -
/ - Stage Elevation Surface Area Surface Area Area Storage Total Storage Note
\ EXIST. SE TO BE _ / / r
/ 5' WIDE MIN. v / EXIST. 15' WEIR 1
/ \ EXIST. 15' SEWER RELO TED EASEMENT TOLE RERECO CI 112 (ft) (SfJ {sf) (5f) {cf) {cf)
\ / ; TOP OF DAM @ 627.0 \ EASEMENT \ �� - B08.0 0 1,700 0 Bottom of Pond
EARTH DAM TO BEf [LLED WITH \ALSO SEE SEWER/WA R LIMIT`OE GRADING r I
" ! kO SUITABLE FILL MATEFtfALS AND \ PLANS TO UCPW PROPERTY LIN l� BENCHMARK 614 0 2,700...... i .._..
\ ) / - I EXISTING SEWER MANHOLE
95 COMPACTfQN \ GONCRETE ANCHORS 1
- -- � � / / \ - � - ���� � i j RIM ELEVATION @622.41' 610.5 0 2,900 1.��C'0 5.800 Top Sediment C� Main Pond W
\ & 6+''DIP DRAIN \ l _ J_ 1 610.5 Q 2,904 2,944 0 -
\ / �LANTING I _ _- y �- x(p2 ALSO SEE GRADING SHT. L-4 a'
W/ GATE VALV4 TOP _ ` i _ + ..... Bottom of Perm Poai
BUFFER \ @ / _ --� --� i 612 0 3 900 3 900 �, ` , . �.
` / O�ITLET CgNTROLLED /� I O� ERM / \ - �' / 614 1,000 5,200 6,200 !?t C _
/ STRUCTURE, SI-140 /�� � � \ � � --- � / _ �- - _ / � � � 1 � � � � / I _ _ � w
..... ............
/ \ / 7 - T - � �Y _� _ - - r 616 1,800 6,700 8,500 1 , ,900 f 1 �
/ -SSEE DETAILS THIS SHEET
!� � \ � / � � � \ � � : - �'�� �- _ - - - - � -' _ !I PROPOSED STOF�M ` ` � I 618 _ 2,600 8,100 10,70Q 1 � ��.:���� �
\ � � DRAINAc�E BYPASS �� � 1 _ ......._ .... - _ - _ . � _ -_ .....
_ _ - - S �j V i _ - - 1 T 620 3,500 9,800 13,300 � 4 , 00 � � 0 Bottom of 14 Shelf W
\ \ CONCRETE IiNERGY/ l \ \ ^ - -
10 WIDE CONCRE E _ \ \ r S , _ .. .
DISSIP� 7'0R WIT ` \ M� - _y SYrSTEM, P. _ I 620.5 Perm. W.S. 3,700 11,900 15,600 7 2255 � 1. a Top of Perm. Pool (n
`\ EMERG�NCY SPILLWAI� RIP -RAP APR \ \
\ @ 625.3 @ HW_ / °' \` \ �_ - / / N CON 20' MAIN�ENANC 620.5 (Perm. W.S.) 3,700 11,900 15,600 Bottom of Temp. Pool
]]]]
\ / / ti \ t \\ _ _ - / CID (0 ACCESS/ 3 621 4,000 14,600 18,600 8,550 ,550 Top of 10' Shelf
\\ LIMIT OF GRA`C�ING I I \ �_,� I ! O 1 622 - 5,000 15,300 20,300 1 �=A50 28.000
�i .... ..
.............
44 r= ,�
PROPERTY L I�E l � -� � � � � � I � � J j �. � �
2.1 i 626 .............. 26,000 49� 90` 122.100 X
I Hw-1 1 j \ \ i 1 627.0 27,000`? ;?
\ 216 !f 627.5 - 27,500. 13.625 62. 2 Top of Dam .
_� - \ �• a u p A ' TE RETAI ING € •;
" ♦� j / PROP. SI �
WALL T6 BE DESI NED _
` 3:1 , -.,Ax/ t1? BY OTH RS - Q
ENTIRE
LOWERW/
ONE
BACKSIDERUN
OF BMP
CLASS 2 RIP -RAP
Ir
PPIP•
,1J'%111�
!
111
•
ti-�.
��! h�PIFI.{F!�1iy
WK
� .*I, / �I / •
10
siImp ri�W �.4; ,�
1
J
i
VWXIF�`I�� I
616
' 000 620 '
----- .]N•.621. -.BW $21+ x ■+BW '21
' -
+TW
ca
I , ,
/ z:1 +
I MUc. 1- f
+ I CI-109
1 I 1 I
ii
i� ORp.
••
:• r • •
if
634
�' I I 20'`MAINTENANCE \ \ ` BMP Pc +TV Q32 TW 630.5+ f sP-
�
10' EQUATIC SHELF, >� Ga
ACCESS \ ,,TYP_ (10:1 SLOPE) ` �o9 (EASEMENT)
' \ @ 620.0' - 621' �� TYP. -_
C CRETE ANCHORS
t I & 6" IP EMERGENCY w - \
DRAIN/ \ PROP. S1YI<RETAINING
WI GATE VALVE TOP \ WALL TO BE DESIGNED TO DES GNED P. GAZEBO` /SAC KY DRIVE 0eq ■ ' i'I , 2
_ BY BY o \FRS TU RE 60' ROVW I ply
BM P - WET DETENTION POND ENLARGEMENT
SCALE 1" = 20'
9(NCDOT
OUTLET CONTROL
STRUCTURE #840.04 MODIFIED)
SI-140
6" DIP PIPE RISER
FOR VALVE 5
LOCATE VALVE WHEEL IN DAM
4' WEIR (#2) WITH BAR
TOP OF DAM SCREEN TRASH RACK
ELEV. 0 627.0' TOTAL LENGTH (OPENING 1 SIDE
5' W. FRONT ONLY)
SPILLWAY INV. 0 624.0
ELEV. 0 625.3'�
634
�' I I 20'`MAINTENANCE \ \ ` BMP Pc +TV Q32 TW 630.5+ f sP-
�
10' EQUATIC SHELF, >� Ga
ACCESS \ ,,TYP_ (10:1 SLOPE) ` �o9 (EASEMENT)
' \ @ 620.0' - 621' �� TYP. -_
C CRETE ANCHORS
t I & 6" IP EMERGENCY w - \
DRAIN/ \ PROP. S1YI<RETAINING
WI GATE VALVE TOP \ WALL TO BE DESIGNED TO DES GNED P. GAZEBO` /SAC KY DRIVE 0eq ■ ' i'I , 2
_ BY BY o \FRS TU RE 60' ROVW I ply
BM P - WET DETENTION POND ENLARGEMENT
SCALE 1" = 20'
9(NCDOT
OUTLET CONTROL
STRUCTURE #840.04 MODIFIED)
SI-140
6" DIP PIPE RISER
FOR VALVE 5
LOCATE VALVE WHEEL IN DAM
4' WEIR (#2) WITH BAR
TOP OF DAM SCREEN TRASH RACK
ELEV. 0 627.0' TOTAL LENGTH (OPENING 1 SIDE
5' W. FRONT ONLY)
SPILLWAY INV. 0 624.0
ELEV. 0 625.3'�
STEPS AT 14" O.C. TO
BOTTOM OF STRUCTURE
EARTH DAM
95% MIN. COMPACTION
1 L 10'
y
POND SI
SLOPES SHALL 3
MAX.
B
ABILIZED WITH
�
1 VEGETATI21
DOWN TO THE
2 MAX.
EQUATIC SHELF 621 .0' 6"
y
10' AQUIMC SHELF ® 10.1
SLOPE TC I IE PLANTED WITH
HW-141
-A
NATIVE WETAND VEGETATION
W/ RIP -RAP APRON
BACK OF OUTLET STRUCTURE
INV. OUT 0 613.0
® TOE OF 10:1 SLOPE
EXIST.
620.0'
t80 LF -30
GRADE
CP OUTLET
PE ® 1 0% INV, OUT
0 614.0
y
_=III=1I I I II- =1I I=III`I1I=1I1 =II I-III=III=1I I
V-D
ELEV 0 613.0
I I=1I I=III=1
TOP SLAB WMH COVER
0 ELEV. 0 24.83
6
5'x5.5' PRE -CAST RISER
(OUTSIDE DIM.)
Q
100-YR STORM ELEV. 0 626.0'
50-YR STORM ELEV. 0 625.67'
p
25-YR STORM ELEV, 0_625.25'
10-YR STORM ELEV. 0 624.59'
41 x6"H WEIR (#1)
�7
2-YR STORM ELEV. 0 623.2'
INV. 0 622.3
W/ BAR SCREEN
-
1-YR VOLUME CONTROL STORM ELEV. 0 622.49'
TRASH RACK
1ST -INCH RAINFALL WQV 0 622.07'
Sf
PERMANENT WATER ELEV. 0 6205
3.0" 0 ORIFICE
3
INV. 0 620.5
1' BELOW PWS
W/ STEEL PLATE
0 619.5
SHIELD
2 BMP
WET DETENTION POND
CONC. ANCHOR
(1'x1'x1B" H.)
0 612.5
I f �0
1f 26' I
1
_ I
00 1
1 I
jf I1 � f
I
6
LU Of
v
rD I
I � to
LU
U 0 I
x
z l a I o Va.
SITE RETAINING WALL,
TOP 0 627 MIN.
RIPRAP BERM AND WEIR 0 621.5'
CLASS B, 2' WIDE 0 TOP
p 100-YR STORM ELEV. 0 626.0'
LUI.AIt VALVL VVrlLtL -
IN BERM
1 TEMPORARY POOL VARIES
PERMANENT WATER JELEV. 0 620.5'
SEDIMENT
6" DIP PIPE - FOREBAY
RISER FOR VALVE
BOXV.
1'
2".
SEDIMENT REMOVAI
ELEV. 0 614.0'
MARKER
J1
2
MAX.
._J
3
MAX.
-I I -I I -I III -I I=I I=1 I I=III=III=III=I I -I I -I { I -I i I! f ELEV ®612.5 _ _III -III I I SEDIMENT REMOVAL ELEV. 0 610.5' I I=I 1 111 EI I M I I=I I I I I IfI I
I I' E9 I I-! I I -I I I=- _ - BOTTOM OF FOREBAY
6" DIP DRAIN 5 -i I=I I I-I1511 I-1 I- 6" DIP DRAIN 0 613.0,
W/ GATE VALVE ANTI -SEEP ANTI -FLOATATION 0 5' III -I I I I I = W/ GATE VALVE CONC. ANCHOR
OFFLINE FROM OUTLET PIPE COLLAR CONCRETE ANCHOR �35' -IT=III-- CONC. ANCHOR (1'0'08" H.)
4.5'x5' PRE -CAST BASE 0.5 4.5' -IfI= =III= EMERGENCY DRAIN NOTE: (1'x1'x1 B" H.)
CONC. ANCHOR (INCLUDED 0.5' EXTENSION GRAVITY DRAIN PIPE IS PROVIDED DOWN TO 614'. THE PERMANENT
(1'x1'x1B" H.) 1! EACH SIDE) POOL WATER BODY BELOW 614' WILL BE PUMPED FOR EMERGENCY
MAINTENANCE PURPOSE.
BOTTOM POND 1, ALL PRE -CAST SECTIONS TO BE ATTACHED AND REMAIN WATER TIGHT TO PREVENT
0 608.0' FLOATATION
2. PRECAST RISER TOP SECTION WITH A MINIMUN 4 FT. HEIGHT AS A SINGLE PIECE.
3. PRECAST RISER BASE SECTION AS A SINGLE PIECE TO 12" OVER OUTFALL PIPE.
BMP - WET DETENTION POND TYPICAL CROSS SECTION A-- A 4. ALL CONCRETE TO BE 3000 PSI.
NOT TO SCALE
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-12
Project Number
10006.6
No.
Date
By
Description
1
12-21-12
HVN
PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
\\\\�`�1111111I I I I I I I uirii
CeARO�//���''%
C-650
0 RCI
`\\\\,1111111I II I II�
C A O '•�
=oR Es sIo
SEAL -
030523
%ley ..NE° � \.
NG\J
� 1111111111111��2 ��_�2
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041 fx. 704.332.1210 I wA .dprassociates.net
NOTES:
1. CONTRACTOR M UST CONSTRUCT ALL BMPs TO THE MINIMUM DESIGN SURFACE
AREA AND VOLUME AS SPECIFIED.
2. CONVERT TO BMP WET DETENTION POND FINAL CONDITION ONLY AFTER
THE ENTIRE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
3. SEE THIS SHEET FOR BMP WET DETENTION POND CROSS SECTION & DETAILS.
4. SEE SHEET L-7 FOR BMP PLANTING PLAN, MAINTENANCE OPERATION NOTES, &
OTHER RELATED NOTES.
�A
PIPE DIA.
- a- OUTLET
„E, a PIPE
12" NOTE:
SEE DETAIL SHEET L-12 FOR
OUTLET RIP -RAP APRON DATA BEHIND
PIPE CONC. ENDWALI CONC. ENERGY DISSIPATER ® HW.
W/ SPLASH PAD
NCDOT DTL # 838.80
�I A SECTION A -A
I(S) 8"x8"x12" BLOCKS
TO BE DOWELED
PLAN TO CONCRETE SLAB
)l-CONCRETE ENERGY DISSIPATER - AT OUTLET HEADWALL HW-141
6.0'
5.0'
4.0' -
°UTLET
PIPE 10" FLANGED DIP
90' BEND ORIFICE
6" X 6" CORNER THROUGH
PIER
(4 REQUIRED) RISER WALLS
STEPS AT 14" O.C. TO
STRUCTURE BOTTOM in inlai
MANHOLE COVER --�
(ABOVE)
CENTER OVER STEPS EXTEND 12" MIN
EDGE OF PRECAST BELOW ORIFICE
BASE WEIR OPENING OPENING
1 SIDE FRONT ONLY
ORIFICE 10" FLANGED D.I.P.
STEEL PLATE SHIELD 90' BEND
L)i OUTLET STRUCTURE -TOP VIEW
TOP OF SLAB
_-
EXPANSION BOLTS
(4 REQ'D)
�2"
X2„X1/,t
ANGLE (TYP.)
1/2" 0 REBAR @
5' 0. C.
EXPANSION BOLTS
(4 REVD)
O
_I { 5.O.C. Ott -
4'- 4„
BAR SCREEN TRASH RACK
NOT TO SCALE
® WEIRS 1 & 2
2' RING W/ COVER
(CENTER OVER
511
a" rnkinRETE SLAB
r4_'
TRASH RACK TOP OF BOX) DETAIL
NOT TO SCALE
01
12wPOURED -IN -PLACE #5 REBAR ®1O" C�4•/Z
CONCRETE FRONT & REAR FACE OF
COLLAR. REBAR TO HAVE 6"
MIN. CONC COVER FROM
EDGE OR FACE OF COLLAR
Im
0, �J_
OUTLET PIPE
1'-0 3
NOTES:
1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH a
M
in
I
CONCRETE ANTI -SEEP COLLAR o
NU I 1 U 5(UALL
WAXHAW MIXED USE - PHASE 1 SUBDIVISION
UBDI ISIONION L P ANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. 2409-B PLANTATION CENTER DRIVE
MATTHEWS, NC 2$105
[phone]
0
n
U
Scale: U
AS NOTED o
0
0
Sheet Number
0
L-6 0
Q_
O
ia1
IN
1'-
- �r e + :� a �. i ° �r, � '.l i. nti S-� e, � .,I. �, ;� Sil' i, f •

i
7
10' WIDE CONCRETE CONCRETE ENERGY
EMERGENCY SPILLWAY DISSIPATOR WITH
RIP-RAP APRON
@ 625 3
5' WIDE MIN,
TOP OF DAM @ 627.0'
EARTH DAM TO BE FILLED WITH
SUITABLE FILL MATERIALS AND
95% COMPACTION
OUTLET CONTROLLED
STRUCTURE, SI-140
SEE DETAILS THIS SHEET
@ HW-141 °
LIMIT OF GRADING
@ PROPERTY LINE/
PLANTING
BUFFER 1
,/
EXIST. 15' SEWER
EASEMENT
7�gC3t'
P
ad
6
+.
+TW 634
20"MAINTENANCE
ACCESS
10' EQUATIC SHELF,
BMP PCCE
C CRETE ANCHORS
TYP. (10:1 SLOPE)
@ 620.0' - 621'
(EASEMENT)
TYP.
& 6" IP EMERGENCY
N DRAIN
WI GATE VALVE @ TOP
/
PROP. SITE RETAINING
WALL TO BE DESIGNED
PROP. GAZEBO
TO BE DESIGNED
BY OTHERS
BY OTHERS
_.
BMP -- WET
DETENTION
POND PLANTING
PLAN
SCALE 1 " = 24'
GrM rflxrl4°v,
STORM
WATER
s�Ka is
Planting clusters are laid out in the field and plants are spaced at the required minimums and maximum,
The result is more natural -looking forest area, with an apparent "random" spacing pattern and the
appropriate densities and mix of species.
The following figure illustrates the plant cluster method. Note that only one tree is required for each
cluster, but if more are used, the spacing in the following figure should be used.
i
i
a�N3a3�rvn0ei3 00��
9d
w
z 5
ipo
g
w
a3
im
+
F
o + +
*
+
+
+
tI x
+
0.VI
f---+ { +
+�
,..
pZ
i
A "trlargular spacing" approach may be used when laying -out and planting herbaceous plants in Planting
zones 1,. 2, and 3 for all 6MP's described in this Manual.
Charlotte -Mecklenburg BMP design Manual July 1. 2010
02
NOTE: RECOMMENDED 'PLANTING CLUSTER' LAYOUT &
CITY OF CHARLOTTE.
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-12
Project Number
10006.6
HiV-114
PROP. IIS SEWER
EASEMENT !
EXIST. SEWER TO BE EXIST. 15' WE
RELOCATED EASEMENT TO BE RERECOR d
ALSO SEE SEWER/WATER LIMIT OF GRADING
PLANS TO UCPW @ PROPERTY LINE I =
CONCRETE ANCHORS r -
& 6" DIP DRAIN �
r -
WI GATE VALVE @ TOP
OFBERM
•
moo 400,
_ -
r �
- --�
3:
-WISACKY DRIVE
\\'FUTURE 60' ROW
�n
STORM
.WATER
The following figure illustrates the "triangular spacing" approach.
+ + + +
d d 0
Z
4- + - d -- + + +
n.
V)
O
-I-- --E-- + + + -�
I
PLANT SPACING
Chariot#e Mecklenburg BMP Design Manual Jufy t, 2010
D9
Z SPACING' APPROACH PER
No. 11
Date
By
Description
1
12-21-12
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PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
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BMP
FOREBAY
(P.W,S @ 620.5
BOT @ 614.0)
OEM_M"d
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MAINTENANCE SCHEDULE:
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c1-11 01//' BMP WET POND PLANT LIST
P.
REQUIRED SPECIES FOR EACH PLANTING ZONE
rI 62 KEY COMMON NAME BOTANICAL NAME *SPACING *QUANTITY SIZE
f ZONE 1 - DEEP POOL: 1'-3' DEEP, 616.5' - 619.5'
�rLlb- 1I , (TOTAL AREA: 3,100 SF = 775 PLANTS MIN. REQUIRED, 775 PLANTS PROVIDED)
X
PROPOSED STOF M
1.
YELLOW COWLILY Nuphar luteum
1 FT
255
#SP4 CG
2.
WHITE WATER LILY Nymphaea odorata
2FT
255
#SP4 CG
3.
DUCK POTATO Sagittaria latifolia
2FT
265
2"DIA X 5"PLUG
DRAINAGE BYPASS
SYSTEM, fTP. ZONE 2 - SHALLOW WATER: 0.5' ABOVE P.W.S.E. AND 0.5'-1' DEEP, 619.5' - 621'
_ 20' MAINTENANCC F (TOTAL AREA: 4,920 SF = 1,230 PLANTS MIN. REQUIRED, 1,230 PLANTS PROVIDED)
ACCESS 33 00 �ff
�� 11
4.
SWEETFLAG
Acorus calamus
2FT
410
2"DIA
X
5"PLUG
5.
TICKSEED SUNFLOWER
Bickens aristosa
2FT
410
2"DIA
X
5"PLUG
6.
SOUTHERN BLUE FLAG
Iris virginica
1 FT
410
2"DIA
X
5"PLUG
f ZONE 3 - SHALLOW LAND: TEMPORARY POOL (1-INCH STORM TO 50-YR STORM, 621 - 625.7 )
PROP. SITE RETAINING I (TOTAL AREA: 6,855 SF = 1,714 PLANTS MIN. REQUIRED, 1,714 PLANTS PROVIDED)
WALL TO BE DESIGNED
BY OTHERS _1
�1
1
7.
WOOLGRASS
Scirpus cyperinus
1.5FT
570
2"DIA
X
5"PLUG
8.
RIVER OATS
Chasmanthium latifolium
2FT
570
2"DIA
X
5"PLUG
9.
JOE PYE WEED
Eupatoriadelphus fistulosus
2FT
571
2"DIA
X
5"PLUG
f ZONE 4 - UPLAND: 100-YR ELEVATION & UPLAND, 625.7' - 627'
CI-109
1 (TOTAL AREA: 1,427 SF = 357 PLANTS MIN. REQUIRED, 357 PLANTS PROVIDED)
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1. THIS PROPERTY AND STRUCTURE ARE ALSO SUBJECT TO THE OPERATION AND MAINTENANCE
AGREEMENT FILED WITH THE UNION COUNTY REGISTER OF DEEDS.
2. REFER TO THE LATEST NCDENR STORMWATER BMP MANUAL, CHAPTERS 10, SECTION 10.5.2 FOR
STANDARD OPERATION AND MAINTENANCE PROVISIONS FOR A WET DETENTION POND. LISTED BELOW
ARE RECOMMENDED MAINTENANCE AND INPSECTION SCHEDULE, FOR REFERENCES ONLY.
GENERAL MAINTENANCE::
• MOW SIDE SLOPES ACCORDING TO THE SEASON AND SPECIES OF VEGETATION.
• CATTAILS AND OTHER INVASIVE SPECIES SHALL BE REMOVED WHEN THEY COVER THE ENTIRE
SURFACE AREA OF BIORETENTION AREA.
• ALL COMPONENTS OF THE ENGINEERED STRUCTURES ARE TO BE KEPT IN GOOD WORKING
• ORDER.
• IN CASE THE OWNERSHIP OF THE STORMWATER CONTROL STRUCTURE TRANSFERS, THE CURRENT
OWNER SHALL, WITHIN THIRTY (30) DAYS OF TRANSFER OF OWNERSHIP, NOTIFY THE CITY
ENGINEERING DEPARTMENT, STORMWATER MANAGEMENT DIVISION OF SUCH OWNERSHIP TRANSFER.
MONTHLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES:
• REMOVE DEBRIS FROM TRASH RACK.
• CHECK AND CLEAR ORIFICE OF ANY OBSTRUCTIONS.
• CHECK POND SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREAS BEFORE NEXT RAINFALL.
QUARTERLY:
+ INSPECT THE COLLECTION SYSTEM (I.E., CATCH BASIN, PIPING, GRASSED SWALES) FOR PROPER
FUNCTIONING.
• CLEAR ACCUMULATED TRASH FROM BASIN GRATES, AND BASIN BOTTOMS, AND CHECK PIPING FOR
OBSTRUCTIONS.
• CHECK POND INLET PIPES FOR UNDERCUTTING. REPAIR IF NECESSARY.
• REPAIR ANY BROKEN PIPES.
• REPLACE RIP RAP THAT IS CHOKED WITH SEDIMENT.
• RESEED GRASSED SWALES TWICE YEARLY. REPAIR ERODED AREAS IMMEDIATELY.
SEMI-ANNUALLY:
• REMOVE ACCUMULATED SEDIMENT FROM BOTTOM OF OUTLET STRUCTURE.
• CHECK AVAILABLE PONDING DEPTHS AT SEVERAL LOCATIONS USING THE MEASURING DEVICE. THE
MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL
GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS.
- WHEN THE PERMANENT POOL DEPTH READS 5,.Q� IN THE MAIN POND, THE SEDIMENT
SHALL BE REMOVED.
- WHEN THE PERMANENT POOL DEPTH READS 3,2' IN THE FOREBAY, THE SEDIMENT SHALL
BE REMOVED.
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landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
10
LITTLE BLUESTEM Schizachyrium scoparium
1.51FT
174
2"DIA X 5"PLUG
11
BONESET Eupatoriadelphus perfoliatum
1.5FT
174
#SP4 CG
12
SOURWOOD Oxydendrum arboreum
AS NOTED
9
2" CAL.
NOTES: PLANTS PLACEMENT GUIDELINES, SPACING AND QUANITY REQUIREMENTS PER NCDENR
DESIGN MANUAL, CHAPTER 6 AND CHAPER 10, SECTION 10.3.7. USE 50 PLANTS PER
200 SF MIN. ILLUSTRATED ALSO ON THIS SHEET IS RECOMMENDED 'PLANTING CLUSTER'
LAYOUT & 'TRIANGULAR SPACING' APPROACH PER CITY OF CHARLOTTE. PLANT LISTS
PER NCDENR CHAPER 9, TABLE 9.1 AND MECKLENBURG BMP DESIGN MANUAL, APPENDIX A.
LOCAL NURSERIES:
1. COASTAL PLAIN CONSERVATION NURSERY, EDENTON, NC
888-503-5817, WWW.COASTALPLAINNURSERY.COM
2. CURE NURSERY, PITTSBORO, NC
919-542-6186, WWW.CURENURSERYOMINDSPRING.COM
AABBSEVIATIONS LIST:
GAL.=GALLON POT LG. BR.=LARGE, BARE --ROOT
#SP4 it INCH OR QUART 2"DIA x 5" PLUG=
NOTES:
1. CONTRACTOR MUST CONSTRUCT ALL BMPs TO THE MINIMUM DESIGN
SURFACE AREA AND VOLUME AS SPECIFIED.
2. CONVERT TO BMP WET DETENTION POND FINAL CONDITION ONLY
AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA IS STABILIZED.
3. SEE SHEET L-7 FOR BMP WET DETENTION POND CROSS SECTION & DETAILS.
GENERAL NOTES:
LEGEND
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1. CONTRACTOR TO REFER TO THE LATEST NCDENR STORMWATER BMP MANUAL, CHAPTER
6 FOR LANDSCAPE AND SOIL COMPOSITION SPECIFICATIONS, CHAPTER 7 FOR BMP
INSPECTION AND MAINTENANCE, AND CHAPERS 9 & 10 FOR APPROVED PLANTS LIST
AND SPACING REQUIREMENTS.
2. IF SUGGESTED PLANT SPECIES IS NOT AVAILABLE, A SUITABLE REPLACEMENT SHALL BE
SELECTED FROM APPROVED PLANT LIST IN APPENDIX D OF THE LOCAL MECKLENBURG
BMP DESIGN MANUAL AND APPROVED BY SITE INSPECTOR OR A DPR ASSOCIATES
LANDSCAPE ARCHITECT OR ENGINEER.
3 NO TREES OR SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF INLET OR OUTLET
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PIPES, OR MANMADE DRAINAGE STRUCTURES SUCH AS SPILLWAYS OR FLOW SPREADERS.
SPECIES WITH ROOTS THAT SEEK WATER (E.G., WILLOW AND POPLAR), SHOULD BE
AVOIDED WITHIN 50 FEET OF PIPES OR MANMADE STRUCTURES.
4.
THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
5.
THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS
RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND
OPERATION AND MAINTENANCE NOTES:
SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY
INTO THE SOIL PRIOR TO USE.
1.
REFER TO THE LATEST NCDENR STORMWATER BMP MANUAL,
6.
NO MATERIAL STORAGE OR HEAVY EQUIPMENT SHOULD BE ALLOWED WITHIN THE
CHAPTERS 7 & 10 FOR BMP INSPECTION AND MAINTENANCE, THAT
STORMWATER BMP FACILITY AREA AFTER SITE CLEARING AND GRADING HAVE BEEN
INCLUDES ACCESS REQUIREMENT, INSPECTION GUIDELINES,
COMPLETED, EXCEPT TO EXCAVATE AND GRADE AS NEEDED TO CONSTRUCT THE BMP.
MAINTENANCE RESPONSIBILITIES, EMERGENCY MAINTENANCE, &
RECORD -KEEPING, ETC. LISTED BELOW IS FOR REFERENCES ONLY.
7,
EXCAVATION SHOULD NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS.
2.
AFTER THE WET POND IS ESTABLISHED, IT SHOULD BE INSPECTED
8.
EXCAVATION SHOULD BE PERFORMED BY MACHINERY OPERATING ADJACENT TO THE BMP
ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM
FACILITY AREA AND NO HEAVY EQUIPMENT WITH NARROW TRACKS, NARROW TIRES, OR
EVENT GREATER THAN 1.0 INCHES (OR 1.5" IF IN A COASTAL
LARGE LUGGED, HIGH PRESSURE TIRES SHOULD BE ALLOWED ON THE BOTTOM OF
REGION). RECORDS OF OPERATION AND MAINTENANCE SHOULD BE
BIORETENTION OR INFILTRATION BMPS.
KEPT IN A KNOWN SET LOCATION AND MUST BE AVAILABLE UPON
REQUEST.
9.
IF MACHINERY MUST OPERATE IN A BMP FACILITY FOR EXCAVATION, THEN USE
LIGHTWEIGHT, LOW GROUND -CONTACT PRESSURE EQUIPMENT AND SCARIFY THE BASE AT
3.
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED,
COMPLETION TO REFRACTURE THE SUBSOIL AS DEEP AS EQUIPMENT WILL ALLOW. IN
THE PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE
OTHER CASES WHERE EXFILTRATION IS A CONCERN (E.G., STORMWATER WETLANDS), IT
BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE
IS DESIRABLE TO COMPACT THE SOIL TO FORM AN IMPERMEABLE BARRIER BETWEEN THE
PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
BOTTOM OF THE WETLAND AND THE SURROUNDING NATIVE SOILS.
4,
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED
10.
IF EXISTING AREAS SURROUNDING THE STORMWATER BMP FACILITY ARE DISTURBED BY
AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO
CONSTRUCTION, THEN THE TOP 6 TO 8 INCHES OF SOIL SHOULD BE TILLED. NO
ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
TILLING SHALL OCCUR WITHIN THE DRIP LINE OF EXISTING TREES.
5.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE
11.
AFTER TILLING IS COMPLETED, NO OTHER CONSTRUCTION TRAFFIC SHALL BE ALLOWED IN
AREA TO REDUCE THE SEDIMENT LOAD TO THE WET DETENTION
THE AREA, EXCEPT FOR PLANTING AND RELATED WORK.
BASIN.
12.
ALL CONSTRUCTION AND OTHER DEBRIS SHOULD BE REMOVED BEFORE TOPSOIL IS
6.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO
PLACED.
PERFORM MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH
THE EMERGENCY DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM
13.
CAP THE SCARIFIED SUB -SOIL WITH TOPSOIL OR THE SPECIFIED SOIL MIX. ON -SITE
EXTENT PRACTICAL.
SOIL MIXING OR PLACEMENT SHOULD NOT BE PERFORMED IF THE SOIL IS SATURATED.
7.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE
14.
THE SOIL MIXTURE SHOULD BE PLACED AND GRADED BY EXCAVATORS AND/OR
EMBANKMENT.
BACKHOES OPERATING ADJACENT TO THE BMP FACILITY.
8.
AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE
15,
THE SOIL MIXTURE SHOULD BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12
TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE
INCHES PER LIFT FOR THE ENTIRE AREA OF THE BMP FACILITY.
a
MUST BE REPLACED. ESTABLISHMENT PROCEDURES, SUCH AS
CONTROL OF INVASIVE WEEDS, ANIMAL AND VANDAL DAMAGE,
16.
NOTE THAT IF TOPSOIL HAS BEEN STOCKPILED IN DEEP MOUNDS FOR A LONG PERIOD
M
MULCHING, RE -STAKING, WATERING, AND MESH OR TUBE
OF TIME, IT MAY BE NECESSARY TO TEST THE SOIL FOR PH AS WELL AS MICROBIAL
col
PROTECTION REPLACEMENT, SHALL BE IMPLEMENTED TO THE
ACTIVITY. IF THE MICROBIAL ACTIVITY HAS BEEN DESTROYED, IT IS NECESSARY TO
0
EXTENT NEEDED TO ENSURE PLANT SURVIVAL. STAKING MUST BE
INOCULATE THE SOIL AFTER APPLICATION,
REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12 MONTHS), TO
PREVENT GIRDLING STRANGLING OF ALL WOODY PLANTS.
U
STORMWATER BMP DETAILS Scale: AS NOTED CD
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Sheet Number N
WAXHAW MIXED USE -PHASE 1 SUBDIVISION
CONSTRUCTION PLANS s
WAXHAW, UNION COUNTY, NORTH CAROLINA
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CG/HN
Drawn By
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Checked By
LM
Date
11-5-2012
Project Number
10006.6
PRE -DEVELOPMENT DRAINAGE AREA PLAN
No.
I Date
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Description
1
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OUTFALL #1 12.41 AC.
EXISTING 2' CONTOUR
OUTFALL #2 30.90 AC
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PROPOSED
EXISTING STORM DRAINAGE TO REMAIN
BYPASS #1A 5.72 AC.
Q
BYPASS #2A 3.20 AC.
_
- - - - -0 PROPOSED STORM DRAINAGE BYPASS
BYPASS #2B 9.45 AC.
0-
- - - PROPOSED STORM DRAINAGE
BYPASS #2C 10.30 AC.
BYPASS #2D 3.50 AC.
LJJ
PRE -DEVELOPMENT DRAINAGE AREA
ON -SITE DRAINAGE 11.40 AC.
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POST -DEVELOPMENT DRAINAGE AREA
43.57 AC.
— — — - PROPOSED LIMIT OF GRADING
IMPERVIOUS AREA CREDIT
W
X
EXISTING 3.10 AC.
75
POST -DEVELOPED TO BYPASS #2D 2.70 AC.
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landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, INC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
SCALE 1" = 150'
OVERALL DRAINAGE AREA PLAN
0 150 300 600
WAXHAW MIXED USE - PHASE 1 CONDST UCCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. MATT PLANTATION CENTER DRIVE
MATTPLANTATION
NC 28105
[phone]
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Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.6
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EROSION CONTROL DRAINAGE AREA PLAN
SCALE 1" = 100'
No.
I Date
By
Description
1
12-21-12
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- — — — — — — — -0 PROPOSED STORM DRAINAGE BYPASS
— — — — — —o PROPOSED STORM DRAINAGE
EROSTION CONTROL DRAINAGE AREA
STORM DRAINAGE AREA
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landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, INC 28204
ph. 704.332.12041 fx. 704.332.1210 1 www.dprassociates.net
I//e / I/
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0 80 160 320
STORM &EROSION CONTROL DRAINAGE AREA PLAN
WAXHAW MIXED USE - PHASE 1 CONDSTRUCCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. MATT ELANTAHEWS, NC T 2105 8105ION ENTER DRIVE
MATT
[phone]
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L-9
O
0
SHEET 9 OF 17TOTAL
I
A0.

1/8" RADIUS
A
1/8" TO 1/4-
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1
L-11
BACK OF CURB
DETECTABLE WARNING
SEE DETAIL 10.35E
R6"W .•.•"•w�.�
29 0 12:1 A
GENERAL NOTES:
1. A GROOVE JOINT 1 " DEEP WITH 1 /8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK,
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISTRICT WILL BE DETERMINED BY THE COOT.
4, WIDTH OF SIDEWALKS ON NON -THOROUGH FAR F STREETS SHALL
BE A MINIMUM OF 4',
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/2' EXPANSION JOINT
7
o 1/4" PER FOOT
PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
TOP OF CONCRETE CURB
VARIES
0 TO 6" 1/2" EXPANSION JOINT
i
VARIES
AX. MATCH 6" TO 5.5' 5"
2' SIDEWALK WIDTH
DETECTABLE WARNING
R " SEE CURB
RADIUS DETAIL BELOW
VARIES "
CONCRETE SECTION AA
w , SIDEWALK
PLAN
12:1 SLOPE (INCLUDES
DETECTABLE WARNING)
VARIES ^�^^°^ °"
R6" 0_1 ���o^O2%o�MAX,
VARIES
0-6"
PERSPECTIVE
5
L-11
3/4" OUTSIDE
RADIUS (TYP.)
1/2" EXPANSION JOINT (TYP,)
CONSTRUCTION JOINT (TYP.) 71 6
L
R6"
CURB DETAIL
NOTES:
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
+ 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
• 6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
• 8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS
2. DIRECTIONAL RAMPS MAY BE USED WHEN AN 8-FOOT PLANTING STRIP IS
PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD
OF A PLANTING STRIP.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
1/4" INSIDE RADIUS (TYP.)
NOT TO SCALE
1/2' RADIUS �6• 2'-0'
3" RADIUS
_ • 1/8" RADIUS
a
4 .
4'.
e
STANDARD 2'-6" CURB AND GUTTER
TO BE USED
�6 t -6"
{LIT DIUS
vl aad- r
N d C
L
0LI
6.
�d�JI
FL"-- 2
2'-O" STANDARD CURB & CUTTER
NOTES:
1/2" RADIUS r`6"
3' RADIUS
r
d, 1/8RADIUS
N ,
e
io 4e A•.
1'-6" STANDARD CURB AND GUTTER
�6' 1'-6"
3* RADIUS
d t �T/FT 03 FT
/FT
03 FT/FT +
z' D"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
2 STANDARD CURB AND GUTTER
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY,
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3• STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4' NYLON STRAP -
ROOT CR01MN TO
BE AT FINISH GRADE
4• NIGH / S- WIDE MAXIMUM
BERM OUTSIDE OF ROOTBAL1__\
3 - 1•x2'x18" WOOD STAKES
WITH CENTFRED 3/8" HOLE
DRIVEN N LINE WITH STRAP
EQUALLY SPACED AROUND TREE
NOT TO SCALE
3" SLIP KNOT MATH STOP KNOT.
8- LARGER THAN TREE DIAMETER
--KEEP MULCH AWAY FROM
TR
UNK 1' TO 2"
4' MAXIMUM LAYER OF MULCH
FINISH GRADE
I
REMOVE TYPICAL EXCESS SOIL - BACKni i ec wcrwrn
FROM ROOT CROWN ��+
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA- 12-
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROUT BALL -
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z6D.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN, ROOT BALL DEPTH
2" 12-14' .-.._..16, 24- .. 16'
3' 14-16' 18' 32' 21"
DIRECTIONAL ACCESSIBLE RAMP 6 TREE PLANTING
WITH SMALL/MEDIUM CURB RADII L-11 (FOR SINGLE AND MULTI -STEM TREES)
o NOTES: oM4-3
1/2" WIDE
WHITE BORDER 1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A
GUARDRAIL SECTION, END -OF -ROADWAY MARKER SIGNS
(OM4-3, 24"x24", SOLID RED) SHALL BE PROVIDED,
PROPERTY PAVEMENT
2. SIGNS ARE TO BE PACED BEHIND THE BARRICADE (SEE LINE
DETAILS 50.07A-B), EVENLY SPACED WITH ONE SIGN PLACED
AT THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6' TREET BARRICADE
O.C. (MINIMUM OF 3 SIGNS MAXIMUM OF 5 SIGNS).
3. WHEN BARRICADE IS USED ON A STREET STUB, THE SIGN AT
FUTURE
DEVELOPMENTTHE
CENTERLINE SHALL BE SUPPLEMENTED WITH A STREETL
3' END ROAD FILL
CONNECTIVITY SIGN. SEE DETAIL 50.05C.
SIGN LOCATION DETAIL
4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIVITY.
WILL EXTEND12"
CROSS
L SECTION GREEN OFPOST
BACKGROUND > (2 LB./FT.)
7
2" (TYP.)-_
0
a 3„
HIS STREET
O ■
WHITE TEXT (TYP.) POST n I■
CONNECTIVITY SIGN 4' MIN.
X SEE NOTE 3
0 �
24"
o
NOTES: : I IORS�I I1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FDR RETRDREFLECTIVITY o z
BASE 0
2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM a
0
0
I ALL LLTFERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
HIGHWAY ADMINISTRATION.
NOT TO SCALE
s STREET CONNECTIVITY SIGN
L-11 FOR END -OF -ROAD BARRICADE
i
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.6
INIo.1 Date By Description
1 12-21-12 1 RT I PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
CONNECTIVITY
CROSS
SEE NOTL
SECTION
OF POST
0
(14 GAUGE)
POST
0
0
0
o
0
0
0
0
�
a
I0
w
,I
BASE
0
0
0
I.
(SLEEVE)
0
NOT TO SCALE
NOT TO SCALE
JOINT SEALER
1/8" RADIUS (TYPICAL)
JOINT FILLER
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING,
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS,
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 360C P.S.I. IN 28 DAYS.
5, CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
NOT TO SCALE
0
3 CURB AND CUTTER
L-11
9" OR 10"
`3/16'
15/16•
V-9' APPROX. 12'-6" MAx. SPLICE BOLT `S/6" NC-2
2" FOR POST BOLT
5/8' DIA. z PLAN DETAIL OF BOLT
1 1/4- SPLICE BOLT POST BOLT 12 4.
4 4 REQUIRED 4 1/4' 1/4" 1�16' DIA. a
_tESEAM TYPE GUARD FWL 2• 2• 1 16" DEEP RECESS -- -IS/8"
TERMINAL -a
SECTION
i�
I
N
POST MAX. 12'-6' CEN ER TO CENTER OF POSTS POST DETAIL OF NUT
TYPICAL ELEVATION Irt3/16- MIN.
_YDIA. HOLE
xx 8.5
ER -1 SEE STD. 1 1/6 1 17/32
�2:1 SLOPE (MIN. Y) �NO. SO.DBA
L GUARD RAIL ��PROPERTY LINE 1'LMIN-DIA.
N- \
TTTT 2 5/16" `%p; DIA.A. HOLE
MIn
12" DIA. HOLE
FEDGE OF PAVEMENT 3 1/4" y TO BE FILLED
q NEUTRAL AXIS WITH CONC.
a GROUND III
3/4' „ 2 1/2" POST
LT SLOT
DEAD-END STREET BARRICADE BPUCE BOLT n
7�E
3 t /a" ss. �;
y III SLOT
L n
NOTE 2 5/1
PUCE x 1 1/0'
THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR SPLICE BOLT SLOT
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD :K
DETAIL OF POST
DRAWINGS 862,01-862.03 _ ,
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
HRU RAIL FLEMENT
APPROVED DATE
NOT TO SCALE
DEAD END STREET BARRICADE
NOTES: o
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT,
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION D1000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
ONE FOCT FOR EACH
INCH OF TRUNK DIAMETEF
OR 1/2 HEIGHT OF TREE
FOR PRUNING SEE WHICHEVER IS GREATER
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS. 6
Fo
DEAD TREES AND SCRUB OR UNDER b
GROWTH SHALL BE CUT FLUSH WITH-'
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE,
2"x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING I
MAY BE USED. M
L' w
z
J
a
WIDTH zo
TREES 6" BARK MULCH, PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
mu iif IT
f,170
tD
0
0
\ BEGIN TRANSITION Q
ATEND OF RADIUS
/ II
■
SEE STD. NO. 10.29
VARIES
FOR MORE DETAIL
ui
VJ
2'-0" VALLEY GUTTER
o
�3 t=
2'-6" CURB
EXPANSION JOINT
z
I a
o-, Ir
r
STEEL HOOD CATCH BASIN -
3'-0"
EXPANSION JOINT
2'-0" VALLEY GUTTER
- 1
XL 2z
mWH
ow z rf1
I a VJ
W
x
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS,
2. RADIUS AT INTERSECTION MAY VARY.
NOT TO SCALE
CATCH BASIN PLACEMENT AT INTERSECTIONS
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONF(1) 25' SECTION, THREE (3) STEEL
POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN,
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 8C,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER,
THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5, THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
5. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8- WHERE A DEAD --END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED,
(SEE STD. 50.08A & 50.08B) (ER-1).
NOT TO SCP
8 DEAD END STREET BARRICADE
L-11 GENERAL NOTES
NOTE:
TRUNCATED DOMES COLORED
PER STD. NO. 10,35E
BACK OF WALK
EXP. JOINT m BACK OF CURB
EXP. JOINT
SIDEWALK
FACE OF CURB
PLANTING STRIP • _ • _ • L • • A- -A - � - -
FLOWLINE
CONTINUE JOINT AT fi'-D" 4'-0" 6'-0"
BACK OF CURB GUTTER UP
FRONT OF WALK
PLAN VIEW -PARALLEL RAMP SLOPE "A" 12:1
WITH PLANTING STRIP SLOPE "B"
rBACK OF WALK
11/ SLOPE "D"
FRONT OF WALK
.EXP-JOINT 0/my EXP- JOINT BACK OF CURB
�� BI
1 FACE OF CURB
PLANTING STRIP -+ • + • i v • ' FLDWLINE
� GUTTER LIP
CONTINUE JOINT AT NOTE:
BACK OF CURB 6'-O" 4'_p^ 6,J0. TRUNCATED DOMES COLORED
Dff+fENSlO PER STD. NO. 10-356
NS AT BACK OF CURB
PLAN VIEW -DIAGONAL RAMP WITH PLANTING STRIP
1a END OF ROADWAY MARKER TREE PROTECTION DETAIL
3J34tar
L-11 L-11 RIDP `f�s�3
EXISTING WALK 1/4" PER FOOT BACK OF WALK
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 FACE OF CURB
I FLDWLINE
N 1/4" PER FOOT C4 ELEVATION
T■ i -�_
NOT TO SCALE of
4'-0" OR 5'-C" WALK 4'-0" 9 1 _g 12 ACCESSIBLL- RAMP SECTIONS WITH
-CURB--GUTTER-
TYPICAL RAMP SECTION PLANTING STRIP 2-6" CURB AND CUTTER En
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landscape architecture
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DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332,1204 fx. 704.332.1210 I wvwv.dprassociates.net
DETAILS
WAXHAW MIXED USE -- PHASE 1 CONSTRUCOTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT lOWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES 7 L L, C . MAT H PLANTATION CENTER ©RIVE
ATTHEWS, NC 28105
[phone]
I ��v
0
Scale: U
NITS a
0
0
Sheet Number
U
a�
L-11 a
O
N
SHEET 11 OF 17 TOTAL
4li
} / �T 4 1. �1 � f �'I il SA . 1 r, .-,.. .. I ... .s .-.. - - f t_ .. f' i'�'. _II .. • ,'' k f • rl ' 'r Ai.4F 11 .

O GENERAL NOTES: Z v Z O Z O
m FRAME RATE AND HOOD m
p BACK OF CURB ^ O O O O m E O
SEE HID. NO. Ha0.03 USE CLASS B" CONCRETE THROUGHOUT. 1,y W ,, TO S H-T p TO O //1
<--I F- Q Q -I EXPANSION JOINTS H- Q 6„ A re,
OPTIONAL MANHOLE } �i/Q X PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEP6 12"Nz0 y" ON CENTER. USE STEPS MICH COMPLY WITH BTD. DRAWING 840.66. Q 3 6" E� 4' 6" 4' 8" Z QEOOPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W4 BAR BOWLS AT Z¢=U DF-10m 1-H ¢ U, U D W HIIi[O O GENERAL NOTES: Zcc
= U O
Z =Y ;,,�,:, :y, :,o.r. _�.:,p Y c ,2" CENTERS AS 0[RECTED 8Y THE ENGINEER. '"1Z m Z T' _ -R W4 BARS "V" 6 6 STD. 840.03 FRAME J CL = Z m O m 1 O Y ­11 CHAMFER ALL EXPOSED CORNERS 1". W J d xy Z O
Fy -H D v: A - _ - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BLAB. O O = M D AL SPACES O O Z =
GRATE 8 HOOD O _ 1-H 1 D I USE CLASS "B" CONCRETE THROUGHOUT. O O ,n=
=O D O T .v __-- :v - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM STAB OF BOX, ADD TO SLAB w Q Z LL ^ = O > > m �•�''72 1�JI 1Ye Q z W v x 1 L r
M1 D m m :: Q = m D 3" I I I H- U Q O 2 D IT - _ - - �- - OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q W
- Z W _ °. .° AS SHOWN ON STD. N0. 840.00. H U ¢ OC7 - 2 / H (=3 O Z D X X W4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. F- U FQ¢- O III
= Cn c O --: q 6• 6 6�� z USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. F- = F'- F"1 = CnO 0 / F = '"' 00 0 0 a D _ �' r D Q FH
z " � ,-'T1 '� ---- :e .': W Z ". Fr-1m \ W - = O _ _ .� - - c m u m J `1 USE FORKS TO CONSTRUCT THE BOTTOM SLAB. F- ¢ ZOIII
O O I• -I q 6' D i FOR 8' 0" IN HEIGHT 0R LESS USE 6" WALLS AND BOTTOM SLAB. OVER O Q W J W¢ W O J Z 1-H p F. - r�� o o t T �,.T,T LEI J T_
O = Z - S'-O" TO 15' 0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O Q O 2 Z vt m it w O Q O Fti ` m r J y I IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, Q T•H
-� D D 1 v QUANTITIES ACCORDINGLY, Z 1Oy ¢ ,E D D R U R ? G 6'-0" Z F-1 ¢ -, D - - 1 i - - \ 1 A00 TO BASE AS SHOWN ON STANDARD N0. 840.00. Z O ¢
CONSTRUCT WITH PIPE CROWNS MATCHING. r > D - a a PLAN r > D D ' : m . , UJ
a 1_.I < P, m ¢ w a Fti -i - PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS H- N ' ^
N O PLAN X T " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". W O (n O < -J J ¢m Q 'L CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES r W O U O I \ T' - -- - -' 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. d O V J
z LU
SECTION X-X BHAWING NOT TO SCALE. O Z o o a o TOP O Z 8" _' 3" 3 ~ ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES O
TOP ELEVATION - yA w s w ELEV. 6" °' TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
'^ ax USE ON FLAT EXPANSION JOINT Y SEE STANDARD 840. 54 C SHDRTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
GRADES 2$ AND UNDER FOR MANHOLE COVER & FRAME A4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
TOP ELEVATION PLAN OPTIONAL SPACE° 6
- - - - - - � FflAME C. TO C. MA%. DEPTH OF THIS STPUCTURE FROM TOP OF BOTTOM SLAB TO TOP
STEPS - STD, NO. 840.66 DEPRESSED GUTTER LINE BRICK MAY BE USED
SEE STD.NO. 840.03 STEPS -STD. N0. 4 S _
6 _ - - EXPANSION JOINT m� ELEVATION MAX 1
TO PAILLST FRAME 8
6" COVER TO SURFACE
o TOP ELEVATION - -' - - - - PLAN OF TOP SLAB SECTION S-S ti cc LEVATION k4 °Afl
UJ
J�
ZO L 4 c' O?'., B m °'-' A L1_ H Q NORMAL CURB AND GUTTER ON LIGHT GRADES O N p 1"A" ,hWQ}�WL,� T W O^
Fr -I 8r, E� CD Cc Z x'H C7 P/) � Z F_ - m OUTLET PIPE �11 � m W
T�. E+I v Z Q UJ W O NORMAL GLITTER LINE Z Q LE F-I y � I Z J
x; I•-1 m Lu N = EXPANSION JOINT o-•I m a �_ A S E OR F ..," JI- H O O W Q
4. L
in y 6 C 6.• 6 G 6' x Q Ha rn (n 6" E WB "W" BARS W4 BAR TOP Q N r Q Z
SECTION Y-Y o. e:. o ¢ = a -H .r r ELEv. ¢ = n• -1 INLET PIPE I a I- - 6„„I W
= m D O _° D ❑ (, _ = m D w USE ON GRADES OVER 2b 111 ❑ O m D s„ •, SECT ION ¢ a
z D z @ EDUAL SPA ES I z C-C OR D-D DOWEL ❑ _ X
O RISER HT. V- ° O O ❑ _ �% J GO
C D VARIES 'vo x ¢ 49 C n D m I -- DEPRESSED GUTTER LINE ¢ ot LO DO I--1 O SECTION X- X Z Q GO
N 0 0 "- - Q ci C11 0 E%PANSION JOINT MAX. f- fi' °" Q ¢ C D C Q=
J? p - - - 6 - :°. 0, ❑ ¢ A p 11 6" 1'- I I ❑ Z DIMENSIONS AND QUANTITIES FOIL CONCRETE JUNCTION BOXES ❑ ❑
C) O - ` -: ,. ::'�'v ?�� " Q W z 0 p 141 " I�2 Q W F 4) r DIMENSIONS OF BOX AND PIPE TOP SLAB z ' 2
T SECTION J-J _ v REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE C
_ 6 T H_ I '10 = 70 DOWEL ELEVATION H- F- - z-4 DINENSIONB Q W a H J
TO D .v '.e WHERE 30 TO 38' PIPE IS USED O W H D !O Lu M 6" PIPE SPAN WIDTH HEIGHT BARS "A" ZN 6°X BOX AIID SLATS PIPE QLYW. C0 O
-� SEE NOTE SECTION M-M f SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES D D N 1"-
m W I --I WHERE 42" TO 54" PIPE IS USED = cc N TO W M = �. N 1-H Z O X 6" TOP BOTTOM WAIL( LBS. CU. MS. W -
m S Z 1--1 p-. A EXP. JOINT D A B H NO. LENGTH E F C.S. R.C. _ = N
D Z MERE 30" TO 38' PIPE I8 USED O V �� Z MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIX BASED ON MIN. HEIGHT H. WITH NO RISER O Z SLAB SLAB FT. OF IT. REINF MIN. H" (T. F r
Co o RISER HT. Z y. ni 1•'1 Z m O
VARIES T- : J O N DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONIC. IN BOX DEDUCTIONS J O f0 W O 1�•• 6" 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-°" 0.167 0.167 0.185 22 OJ50 0.015 0.024 J Co Z 3
°' C7 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BAflS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT. CDD. ONE PIPE (A p
Z o J x r J Z V Z O OFRSF[x[YLY (i v O m 16" 2'-3" 2'-3" 2' 6" 12 3' 0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 CD O "'
- - _ _ - - _ _ J °_ D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SUB x C.M. R.C. O
DO - M o,: e: "' o-:' `- o, M W 31 W K yT 6' d ' i m 18" 2'-6"-9" 10 3 -3' 3'-6" 3'-6" 0.22] 0.22] 0.222 30 1.065 0.033
B -A.- _,� 'e. -.. ° 12' 3'-0' 2'-2" -- 2'-9' - -- - -- -- - - -- 0-235 0. ]72 0.015 0.026 W
V I �O; A 15" T-O" 2' 2" 3'.0" 0.235 0.829 0.023 0.036 - 24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4' 0" 0.296 0.298 0.259 40 1.439 OA59 0.085
.a, 1B" 3'-0" 2'-2" 3'-3" 0.235 1.001 0.059 0.085 30" 3'-611 3'-6" 3'-9" 1B 4'-3" 4'-6" 4'-6" 0.3]5 0.375 0.286 51 t.860 0.092 0.127
:h 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085
"
38" !'-0" 4'-0" 4'-3" 20 4' 9" 5'-O" 5-0" 0.463 0.463 0.333 64 2.341 0.132 0.178
.o, 1 30" 3'-0" 2'-2" 3'-4" 4'-3" 1'-2" 4'-O" 4 1' S" 2 3. 9" 3 3,-9" 39 0.123 0.321 1.433 0.092 0.127
3�� DOWEL 42" 4'-8" 4' 6" 4'-9" 22 5' 3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243
L-12 36" 3' 0' 2' 2' 3'-10" 4'-9' i' 8" 4 0" 4 1'-11" 3 3' 9" 3 3'-9" 43 0.181 0.358 1.714 0.132 0.178
e 6 e
WHERE 42" TO 54' PIPE IS USED °`..t- v ..r: x:..ii L LT..
F '' 42" 3• G•' 2. 2• 4'-5" 5-3 1 5" 3 2" 4 1'-6" 2 2'-11" 3 2'-11" 32 0.112 0.316 1.738 0.180 0.243 L-12 48" 5'-4" 5'-4" 5'-3" 2fi 6' 3" 8'-4" 6'-4" 0.]43 0.]43 0.407 111 3.623 0.235 0.317 L-12
48" 3'-0" 2'-2" 5'-0" 5'-8" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.195 0.352 2.052 0.235 0.317 SECT ION Y - Y 54" 5'-10" 5'-10" 5'-9" 28 8'-]" 8'-10" 8'-10" 0. BEG 0,865 0.444 126 4.203 0.297 0.401
DETAIL SHOWING METHOD 64" 3'-0' 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 V-10" 5 2'-11" 3 V-11' 41 D.180 0.386 2.387 0.297 0.401
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF 2 HEFT i OF 1 60" 6'-6" 6'-6" 6'-3" 30 ]'-3" ]'-6" T-6" 1.042 1.042 0.481 145 S. 0.367 0.495
SHEET 1 O�Ff 1
` RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 . 3 1 6fi" T-," ]'-1" 8'-9" 32 T-W" 8'-1" B'-," 1.2t0 L2W 0.518 16s 5.917 0.444 °0.589 84D . 3 1
840.02 840.02 840.02 840.02 V
v z
vm v>- p z
Fy GENERAL NOTES: F-I } p TO O
Q -I 2" WEEP HOLES H Q H-1 II I n F-1 0
a " Z Y--1 USE CLASS "B" CONCRETE THROUGHOUT. Q 3 Q � �` 1�1 Y•L 3 -6 t- Q
D 1yy O 9 PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" HZ-1 ¢ U F"1 Z c 11 2'+ Q N 3 CONCRETE DIMENSIONS
F- m (n ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAINING 840.66. O U O 1 " DEPRESSION N H
mZ => I I LLJd1--1= mOO�� r Ir M 1�$'+I�- -+i�-1 �$ F _JCD
PIPE
H 1 D OPTIONAL CONSTRUCTION - MONOLITHIC PoUfl 2" KEYWAY OR M4 BPA WWELB AT O O S r -I q� 66�� �� Ly J a H Z WALL OUT N
'mom --I )( x 12" CENTERS AS DIRECTED BY THE ENGINEER. DOaZ W HTZ--H=D 1'-7q.$n 1 7Y$ .- "�'H 000= THK. DIA, DIA. H A B C E F G W K M
2 m Z D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM STAN. H- U O U' O O O 1 ¢ Z
2 D m _ W Q L :, z 1/4 19 1/215" 271/ 20" 2a'• 8. 7 1 2' 4' 4' 8• 17 10"
(n o O - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM BLAB OF BOX, ADD TO SLAB ¢ F- FH m D ( 1y. E E F- U Q O
Z 1=y TO m AS SHOWN ON BID. NO. 840.00. W1_ O W W 0 0 c _ G G c Q F FU-I 2 1 2" 23" 18" 31' 20" 24' B' 9" 4' 4' B' 17 12"
O _I ¢ L, 0 J Z H=-1 � O m IA1 � � � � / � = Z W 3" 30- 24" 38' 20" 30' 8' 12' 4" 4" e' 21 15"
C1= Z - - - - - _ - - - - CONSTRUCT WITH PIPE CROWNS MATCHING. O O O Q 0 - e - _ (n F- O J 3 1/2 3]" JO" 45" 20" 44" 12 15° 6' 31 16"
yD - - SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z H-1 ¢ O = Z 07 �_� T-"� (V !!-- - - - - -- - - - O Q 4" 44" 36- 52" 32 44" 12 15" 6" 8" 8' 31 22"
D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F_: >-1 `C D D N O Z Fy ¢ 4 1/2" 51" 42 59" 32" 4H" 12 21 6 8 8 34 26"
{ F-I d D 1 O ° > 5" 58" 48" 66 32 48 24 G^ 8 8 34 29
O 0 INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 76Y STONE IN A LU p �x-I F- F-1
Z I POROUS FABRIC BAG OR WRAP, AT EACH WEEP ROLE OR AS DIRECTED BY THE ENGINEER. ❑ O O W ❑ 5 1 2 65" 54- 73" 32- 54" 12 27° 6 8" B' 38 33"
r. CHAMFER ALL EXPOSED CORNERS 1". Z (I 6" 72" 60" 80 35 66 12 30 8 12 12 46 36
1 SECTION G-G `c' �H ❑ 6 ,/z" 79 fi6' 87 J6 72 12 33 8" 12 12 5, 40 F N
Y-J DRAWING NOT TO SCALE. �\ 7" 86" 72" 94' 36- 78" 12 36' 8' 12 12 56 43'
PLAN V-a�" 1'-4Lg,l F�
WITH GRATE & FRAME REMOVED m PLAN OF FRAME Lo FRONT VIEW
� 1'-74'8'r 11 7�81r CAST IRON r
p REINFORCING
BRICK COPING(INCIDENTAL) N = W CO °C" BAR "D" B4R
zffSTD
P ELEVATION o F- fIT O nT PLAN OF GRATING ¢ F ❑ °A No. LGT. No. LGT E
lL z Z 15' 4 2'-0" 4 ,'-1,"
O vSTD. 840.16 FRAME W 2'_31/" CAST IRON Q --
Fy (Yi Q 18' 4 2'-3" 4 2'-2-
Z H-1 RATE f7 J t"t r-
CY m r z Z UJ = c7 C7 a" 4 z'-9" a z'-a" e
N '� _ I It
W4 BAR t-1 M CL Z (n z 30' 4 3'-3" 4 3'_2• ..
m O 6�, 6„ 6 6,• - Q CL !'n m 3 Z 36' 4 3._9.. 4 3._6.
d IL O -1 GO rr I 1 II Q Q a 42 4 4'-3" 4 4'-2"
= D _ C - -i 1/g Le r' Y8' /8 Cr CO 48' 4 4'-9" 4 4'-8"
C m 0 ❑ �. O i1 z n rr ❑ SKI 4 5'-3" 4 5'-2"
O I ¢ Cl) p v 1 III T 1 rl W ,
D O � -� ❑ 60" 4 5'-9" 4 5 -B"
Q CO p I I 6' Z W S 'VOJ O 161r 2rl 3'-3'r 2'-3" o 3 6
2's-a' r v \' -_---- ___- -____ ------ c
DOWEL �W~ CO� 1/a"If
y$I, 1j$r' y$II ate❑ G
.. a D �I,I, I errIr I o
~ H m SEE NOTE DOWEL (SEE NOTE) MAX. PIPE THIS SIDE _ IZ N Z SECTION H-H a _ W TOP VIEW
FIR Z Z m In Z O 0 HH a .� 2'I I I _J V) - 14 BAR 12" 0 C. D BARS AT 12 ON CENTER
m �' SECTION XITT-X SECTION Y-Y 0 Z a o �- 1-� , �I J
J O A �, - r_` �W�M-Ir-` N Z = �I w I� "C" BARB AT 12 ON CENTER
F-
lo DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H) z V D = ®/��A J M F-
W Z ~
DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR p 31 2L$r _r r 2�$II _ � Z a +T SIDE VIEW
PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE p m-1 3F Ir N N W O W
BOTTOM WALL PER mT,l°�"E1¢ e O y '4 (i (n
D A B N SLAB FT. HT.°"�' C.M. A.C. A Q O NOT TO SCALE
12" 3'-0" 2'-0" 2'-00.222 0.222 0.592 0.015 0.028 Y 3'-6" 2'-6" ¢
15" 2 -3' 0.648 0.023 0.036 L-1 2 cn U_ s
1 2'-6 0.703 0. 033 0.049
SHEET , OF , 28" 3'-°' Q.6,4 0.033 °.°B5 ° SECTION E-E SECTION F-F G
L-12 CONCRETE W NGWALL WITH SPLASH PAD
30" 3'-°" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 °. 127 SHEET 1 OF 1
840.1 n HEET 1 OF , SHEET ICE 1
840.14 Y Y 840.16 840.16 °
DATA BLOCK
BASIN NO. DRAINAGE DENUDED IN VOLUME BASIN U FA AR CLEANOUT H ALTERNATE WALL TABLE OF DIMENSIONS
MIN. 6" FREEBOARD AREA AREA ftEOUIREO PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET] CONFIGURATION
(ACRES) (ACRES (CUBIC RJ (CUBIC FT.) (SO FT.) (SAL FT.) H/2 D T A e C E L
1 12' 1 1 4" 4^ 2'-0" 4'- W0
/ , 2'-0' 6'-r 730
15' 2-1/4' 6' 2'-3" 3'-10' 2'-0" 6'-1' 730
18' 2-1/2' 9' 2' 3- 3' 10" S-O" 6--,' 1190
DESIGN STORM WSEL J 1 Q w 24' 3" 10" S-8' 2'-6" 4'-0" 6'-2' 1770
3 - 36' 3- ' 1,-0' 4'-3" ,•-11 5'-0" 6'-2' 2380 GENERAL NOTES:
-III /5 WASHED STONE 36' 4- 1'-3- 5'-3" 2'-11' 6'-0" 8'-2" 5320
III -III -III 6' MIN. THICK a 3' HIGH (MIN) CLASS I RIP RPP _ 42- 4-1/2- 1'-9" 5'-3' 2'-1," 6'-6" 8'-2' 5920
rl 48- 5" 2'-0' 6'-O' 21-2" 7'-0" 8'-2' 7470
54' S-, 2 2'-3' S'-6' 2'-10" T-6" 8'-4' 8810 REQUIRED HEAD (H) \ \ ` I I j / �� /' 1. ALL CORNERS TO BE CHAMFERED 1" IF CONCRETE.
FLOW \ / C B T Y-3- 8'-0",1180
1 �_ \� E-/ 66" 6-1/2" 3'-0" 6 G' 2'-3' 8'-6" 8'-3' 12530 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-#6 BARS "Y" IN THE TOP
PIPE - = LENGTH 2" Y -0" 6-6" 1'-9 9-0" a-3 13960 OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM 3"
L---� r ./ PLAN
COVER AND A LENGTH OF 6" LESS THAN ENDWALL.
GENERAL NOTES:
TOP OF BERM
3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
Cp1 PION SHOW AND LABEL ON CONTOUR
_ / / 3:, S(OpE +� 1. SEE FORMER NWOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS 4. WALL THICKNESS (T) SHOWN S NOT TO BE INTERPRETED TO
Q OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
SRFACE AREA REO'D -LUME 3600 FT' ,35R5O DISTURBED P6ERDGEE QOPOOF BERM ELEVATION. ALL CO M170, TABLE 2, WALL B. MEAN THE THICKNESS ACCEPTABLE, BUT IS USED ONLY
PERSPECTIVE VIEW T m 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
N COMPUTING ENDWALL QUANTITIES.
SECTION
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
SEE STD. 20.23 AND 20.24 5. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE,
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
GENERAL NOTES: ps wgsHEO STONE 2 CVSS I RIP RAP WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH.
6' ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
- - 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO Wx FINISHED GRADE
PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR LESS. Imo. 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY. 6. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH,
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
YARD INLET AREA (AC) CIS HEAD H (FT) COMMENT OTHERWISE NOTED. Flo -.14
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM 3
HEIGHT. H MIN. PIPE
rl E IT� (� /� T C `n, /�
CIFANOUT ELEVATION (SEE NOTE 3) SECTION ' 10 C O V C R E IE V V I N L7 W A L L
NOT -0 SCALE END VIEW NOT TO SCALE L 12 WITH SPLASH PAD
NOT `0 SCALE
e e e FLARED END SECTION
L-12 GRADING AT DROP INLET L 12 GRAVEL AND RIP RAP FILTER BERM BASIN L 12 3
12 THRU 72 PIPE
a�
�I
(L � 13o,s/ yJs�3 CD
0
,alsl/l2_ o
T-
N
0
REVISIONS:
Project Manager No. Date By Description
CG/HN 1 12-21-12 RT PER TOWN OFWAXHAW1STREVIEWCOMMENTS \\\YUULLLIIIIIIII(It/////i .``,��ITIIIIIt,AAAA�. DETAILS Scale: V
`\\� CAROB/:,�/ ,`%. �N CARp .,�� NTS CD
Drawn By Q ASS/° °°°° 2 No's� •. <� landscape architecture o
CG/HN/RT =o,apF O,i,°29 AAF:�
.� y°. 2 :o . v o planning o
0
T-
Sheet Number ti A: _ civil engineering WAXHAW MIXED USE - PHASE E 1 SUBDIVISION /
Checked By = ^a SEAL �` _ _�( 'y� *=
LM = 030523 _ '_ 'A(, �• CONSTRUCTION PLANS o
Date �GINEF`° �?........ DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204 WAXHAW UNION COUNTY NORTH CAROLINA �/�)
11-5-2012 i,�%........... y�?\� i,G(G```�� ) CLIENT/OWNER: �� L d
4/4
,j HISTORIC VENTURES, LLC. O
Project Number u( (NG�LT�° nrrrAl�ITll��so �\ ph.704.332.12041 fx.704.332.1210 I www.dprassociates.net 2409-B PLANTATION CENTER DRIVE
l000ss 2-21-12 �� HISTORIC VENTURES, LLC. MATTHEWS, NC 28105 N
(704) eas-slss SHEET 12 OF 17 TOTAL }
` , .. I r , 1 1, .. ... • �' it ..` C:. {. Y p (1 • ... J t C. p d

n
0
O
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AN A CLEANOUT
D REPAIR OR CLEA OU OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
PUBUC
SOIL STABILIZATION FABRIC
UNDER N5 WASHED STONE
D STABILIZED CONSTRUCTION ENTRANCE I
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
a
NOT TO SCALE
L-13 5 TEMPORARY SILT DITCH
O /
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED. GRUBBED. AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
]. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN, THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12, SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. F SEDIMENT REFER CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES OR DESIGN OF SEDIME BASINS, E ER TO THE NORTH
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
14, FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-5-2012
Project Number
10006.6
GENERAL NOTES -SEDIMENT BASINS
WOVEN FILTER FM
,N
STEEL POST
- FILTER FABRIC
FLOW 9,0
A
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDEUNES). THE COLOR ORANGE 15 RESERVED FOR VISUAL IDENDFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, ME
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH AHALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING ICE
N PI.A
PLA
EROSION AND SEDIMENT CONTROL PUWNINC AND DESIGN MANUAL,
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
Z. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW,
2
L-13
NOTES:
1, CUSS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF TH PR
TEMPORARY SILT FENCE
NOT TO
0
E A ON SWILL BE AT THE ---
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE
APRON SHALL HAVE A CUFOFF OR TOE WALL AT THE DOWNSTREAM END.
e a
5. THE WI OF THE ENO OF THE APRON SHAEQUAL THE BOTTOM OF LL
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER
R TO RECEIVING CHANNEL 51
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL. EITHER LOOSE OR COMPACTED IN THE RECEIVING n
CHANNEL SHALL NOT BE ALLOWED.
p0 Gf MxOx
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMUTED. PLAN
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECTANG CHANNEL a x SmvE
MUST BE STABIUZED. -
USE USDA NOMOGRAPH MGM NC SEDIMENT AND EROSION CONTROL MANUAL OR 1'
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. f ulx.
t'-fi FlUEP p9ML LAP
OUTLET
La
WI
W2
-i
H
FES-133
20
15
9
10"
3.3'
HW-114
20
15
10
10"
2.0'
• d50 (see fig 6.06 .&b •NC SEDIMENT AND EROSION CONTROL MANUAL"
dmoR = 1.5 x d50
T - 1.5X di...
6
L-13
PLAN VIEW
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
LENGTH TO
61
WIDTH RATIO
MIN.
1800
VOLUME
CU. 7
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT.
AREA
PER DES
REQUIRED
010)
INFLOW
STRUCTURE
AVERAGE - AREA -
MOTH _LENGTH
• AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY ?�aVV
SPILLWAY
CROSS-SECTION VIEW
INFLOW
wvQ,
•
•
(IP n¢Tus)
ELEVATION
wTuv4 cRAME
RIP P
i ILKNE55 0•
GENERAL NOTES:
1. UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET. A
MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
OF THE WIRE MESH UNDER THE
NCDOT #5 OR
GRAVEL FOR ANCHORING IS
WASHED S.
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
NCDOT #5 OR
ESTABLISH FINAL GRADING
WASHED S
ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
-1 Mx.
NOTE. AYER Li FILTER Fx9Rlc
MUMUM H-2/3 PIPE O EIIX
SECTION B-B
RIPRAP APRON AT PIPE OUTEALLS
OTHER THAN AT SWIM G
1' FREEB
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLW
MIN, 1
Z=5' MAX.- T
EMBANKMENT
NOTES:
1. REFER TO
NCESCPDM
SECTION #6.64
FOR ADDITIONAL
DESIGN
EMERGENCY
SPECIFICATIONS
SPILLWAY
REGARDING
SKIMMER SEDIMENT
L
BASINS.
2. REFER TO STD.
#30.19 FOR
BAFFLE SPACING
AND INSTALLATION
PVC END CAP
PVC TEE
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2, CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
--1111141-4'MAX.-� SEDIMENT TRAPS.
------------- 19-GAUGE HARDWARE CLOTH
------------- 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
MESH OPENINGS)
) TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
---------- -- DOWNSTREAM DAM (SEE DIAGRAM BELOW).
31. CUSS 8 RIP
2'
ul- e A MAXIMUM SPACING _ B
=1-111=111�11=III.
=m_
- -� -- 16" MIN.=IILIII_I11_IIL111= L=11_1115111=111_11=111_III_
A AND B ARE AT EQUAL ELEVATIONS
2'
FILTERED
WATER
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
WATER SURFACE
- PVC END CAP
PVC PIPE SCHEDULE 40
1/2" HOLES IN PVC PIPE
UNDERSIDE
FLEXIBLE
HOSE �
PVC
"C" ENCLOSURE
TER ENTRY UNIT
1B
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN,
1800
VOLUME
CU. ET.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
O10)
SKIMMER
NOT TO SCALE
Fl 4
L-13
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
NOT TO
••
�A&0f
R
A
Re
Fi�.�� J//.:
• E E
qq
j ���ggg
r X
i
11
/ o
x
ly
•
W=5' MIN.
1 FREEBOARD
EMBANKMENT
6" MAX. DEPTH OF FLOW
W
EMBANKMENT
BASIN TO THE CREST
OF THE PRIMARY
INFLOW
OVER EMERGENCY SPILLWAY
SPILLWAY.
T=1.5' MIN.
STRUCTURE
MIN. 1'
T
PRIMARY SPILLWAY (12" RISER)
...
.ar
.�. _.......
MIN
:.
DEWATERING
EMERGENCY
ZONE _
SPILLWAY
EMERGENCY
FILTER FABRIC
SPILLWAY
ANTI -SEEP
SEDIMENT
ANTI -SEEP
COLLAR NOT TO SCALE
STORAGE ZONE
BAFFLE ®9 8 3'x3'x1'
COLLAR
DATA BLOCK
BOTTOM ®600
ANTIPLOAT^ON
INV ® 6nR S'
6"DIP
SFF SHT. I-4 H I-5
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
OP.
BASIN VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
01AMEEER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FE.)
REQUIRED
SO FT)
PROVIDED
(SQ FT.)
2
1.20
1.20
6.7
2,160
18,110
1 2,193
1 9,770
1 1.25
1 2.5
1 2.0
1 6.0
1 3.0
5.0
20"
L25"
3
0.80
0.80
1 4.5
1 1,440
1 1,462
1 3,470
1 2,070
1 1.75
1 3.5
1 3.0
1 4.0
1 4.0
1 5.0
2.0"
1.00"
No.
Date
L.1y.IIIJ
Description
1
12-21-12
RT
PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
\\\\\\p1au11CIAl IRlffgq/i
ca SEAL r'
030523 ;
�01 NE �
by �.
NGv \\.
n I�mluut(o�Yi2-2i-z2
SKIMMER SEDIMENT BASIN
`�OQ'�PNDSCgA
* 0 *=
ppAC••Anu1�G %%
"N,
BASIN
DR RIN�AGE
(ACRES
DEAREA O
(ACRES)
01.
BASIN LUME
VDPROVIDED
I BASIN RFCE AREA APROVID
DEP NN (R.)
H/2
(FEET)
(FEET)
(FEET)
)
T
(FEET)
W
(FEET)
SKIMMER
DIAMETER
SKIMMER
DIAMETER
REQUIRED
(CUBIC Fi.)
(CUBIC FT.)
RDUIRD D
(50 FT.)DRFE
S0 FT.)
1
11.4
11.4
64.1
-4
2.0
1 4.0
1 7.0
1 60
1 1.7
1 10
1 4"
1 2.8"
NOT TO SCALE
111 10 SEDIMENT BASIN
NOTES:
1. PROP. TEMPORARY SKIMMER TO BE ATTACHED TO PERMANENT OUTLET CONTROL STRUCTURE (SI-15, SI-30, & SI-40 FOR RESPECTIVE
BMPs. THE PERMANENT OUTLET STRUCTURE WILL BE FUNCTIONING AS 'PRIMARY SPILLWAY RISER' DURING THE CONSTRUCTION PHASE.
2. REFER TO EROSION CONTROL PLANS SHEETS L-5 AND L-6 FOR COMPLETE DATA AND NOTES. ALSO REFER TO BMP PLANS SHEET L-7
& L-8 FOR APPLICABLE OUTLET CONTROL STRUCTURE DATA.
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
PLAN
2;2� 'c�1
L L7" i
IN, KD
C>
O
r
T'-s• ulx.
..ONE
10
AX
VIER
CROSS SECTION
B
NOT TO SCALE I_'
TEMPORARY ROCK CHECK DAM 0
INLET ZONE 35%
�OF SURFACE AREA
ONE 25%
GENERAL NOTES:
FACE AREA
1. DRIVE 5' STEEL POST AT LEAST
OUTLET ZONE 15%
24" INTO SOLID GROUND.
OF SURFACE AREA
2. USE STAPLES 1' APART
\
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
X
3. MINIMUM BAFFLE SPACING IS 10'.
1
4. THE
X
FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
\ I
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
X
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
^g 0
OT/FT
O/TON
4'-0" MA% SPACING - X X
(IYPICLL)
5' STEEL
FL
8' X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
NOT TO SCALE
BAFFLE INSTALLATION
n
FILTER FABRIC, IF APPLICABLE
6" MIN. FREEBOARD (TOE IN AT TOP OF FREE
BOARD, TYP.)
H - D
--- - -
- --- 5`'
SS
B
(0'-2' MIN.)
LONG.
DRAINAGE C10 SLOPE H W N D V TEMPORARY
C ANN EL AREA (ACB .1 (rfcl (%) SS MIN. MIN. (UN VFGFTATFDI (flnw HPn+HI (f„�1
-
1
1.25
7.03
1.67
3:1
2
1.0'
6'
0.022
0.49'
4.17
LILY IIVV
S75 STAPLE D
2
0.57
3.21
2.40
3:1
2'
1.0'
6'
0.022
0.25'
4.54
S75 STAPLE D
=5 MIN., C=0.8, 1=7.03
GRASS DITCH CROSS-SECTION
NUI IU SUALE
By North American Green, C125
2� 3l3c)o(
� `13
WAXHAW MIXED USE - PHASE 1 SUBDICONSUION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC VENTURES, LLC. MATT PLANTATION CENTER DRIVE
MATTPLANTATION
NC 28105
[phone]
Y/S�3
(2J2.L r Z
Scale:
FITS
Number
U
L-13 O
• E 1 I F ' .. ) t ) , I,' ill (.• , , I f � r , t t

�a11" t?'- !P s _ ,...-
b 1U
1u I ,K-A 00+S ( �< LANE, I YY.
I I
— Z I-
e�
rn I
z
W
>
I
U N
W
MM
1
I
— P BAR
I
1205.01
STOP SIGN
00 91,
-------- -� ---
EX.
DRIVE
n --
-- - 1
0
0
cRAVF
-_ DRIVE 1 -
INTERNAL TRAFFIC PLAN
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
12-21-2012
Project Number
10006.6
�Q9L•9S+9( I-
0
1
L-11
5' SIDEWALK
PROPOSED COLORED
STAMPED ASPHALT
CROSSWALK
- PROPOSED 5812
ACCESSIBLE RAMP L-t1
EX.------------_--_--X.
DRIVE -1 'bRIV
No.
Date
ey
Description
1
12-21-12
RT
PER TOWN OF WAXHAW 1ST REVIEW COMMENTS
CROSSWALK NOTES:
1) PROPOSED COLOR AND PATERN OF ASPHALT
CROSSWALK TO BE APPROVED BY OWNER
AND THE TOWN OF WAXHAW PLANNING
DIRECTOR PRIOR TO INSTALLATION
2) CROSSWALKS TO BE 7 FT WIDE UNLESS NOTED
OTHERWISE
1
L-11
6' SIDEWALK
V w No
U) °o 4'BIKE \NQ \ 0 t p
y a mu
ti LANE, TYP.
a 1 00� \
I
STOP BAR
NCDOT 1205.01
STOP SIGN
1 �----�00+0�
0 - _-
0 _ --- -
CD
o _ �r EX.
DRIVE
SEE SHEET RW-1
FOR BROOME
�i STREET /HWY16
ROAD STRIPING
3Mlandscape architecture
planning
civil engineering
PROPOSED COLORED
STAMPED ASPHALT
CROSSWALK
o -
o _
-PROPOSED 581
ACCESSIBLE RAMP L-11
EX.
RIV
NC 16 ET II
00 SIRE i
IRO
-- ----- ---
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
0
EX.
RIVE
/ J 1205.01
EX.
o DRIVE
EX.
DRIVE I
I I
I
I
I
I I
II II
rel
STAMPED ASPHALT
AL
I
I
I
I
I
40
80
WAXHAW MIXED USE - PHASE 1SUBDIVISION /
CONSTRUCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
c (� HISTORIC VENTURES, LLC.
2409-BHISTORIC VENTI IREV LLC. MATT WS,N 281 CENTER DRIVE
V I V l� , MATTHEWS, NC 28105
[phone]
160
CD
O
O
O
U)
Q
2
d
U)
0
W
X
OF.
i
O
U)
0
U
Scale: U
1"=40' co
0
6
0
Number
U
L-14 lc:)

NOTES:
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. 6. CONTRACTOR TO BE RESPONSIBLE FOR ALL UTILITY RELOCATION NEEDED FOR CONSTRUCTION OF ROADWAY
2. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AND COORDINATING WITH APPROPRIATE PARTIES AND IMPROVEMENTS.
ASSURING THAT EXISTING UTILITIES ABOVE AND BELOW GROUND THAT WILL BE AFFECTED BY THE WIDENDING ARE 7, TOPOGRAPHY &RIGHT OF WAY SURVEY IS BASED ON SOUTH POINT SURVERYING, PLLC DATED 11-12-2008.
LOCATED AND VERIFIED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL 1-800-632-4949 48 HOURS PRIOR TO
COMMENCEMENT OF WORK FOR UTILITY LOCATING SERVICES. 8. TOTAL PROPERTY FRONTAGE ALONG HWY 16: +/- 922 FT
3. TRAFFIC CONTROL DEVICES ARE TO BE INSTALLED PER NCDOT. ALSO SEE PLANS SHEET RW-3. 9. DISTANCE BETWEEN DRIVEWAYS:
4. ALL DRAINAGE FACILITIES MUST BE CONSTRUCTED IN COMPLIANCE WITH NCDOT AND UNION COUNTY STANDARDS AND BIVENS STREET TO WISACKY STREET: +/- 474 FT (CL OF BIVENS STREET INTERSECTION IS SOUTHERN PROPERTY LINE)
SHALL BE COORDINATED WITH THE NCDOT AND TOWN OF WAXHAW ENGINEERING DEPARTMENTS. WISCACKY STREET TO CHURCH STREET: +/- 448 FT (CL OF CHURCH STREET INTERSECTION IS NORTHERN PROPERTY LINE)
5. A RIGHT-OF-WAY ENCROACHMENT AGREEMENT IS REQUIRED FOR THE INSTALLATION OF ALL NON-STANDARD ITEMS 10. SEE'SUBDIVISION' PLANS FOR SITE INFORMATION, GRADING, STORM DRAINAGE, EROSION CONTROL, AND ALL RELATED
(IRRIGATION SYSTEMS, DECORATIVE CONCRETE PAVEMENT, BRICK PAVERS, ETC.) WITHIN A PROPOSED/EXISTING CITY NOTES AND DETAILS. SEE SITE PLAN SHEET L-2 FOR STREET TREE LOCATIONS. SEE SHEETS L-10 FOR ROAD PROFILES
MAINTAINED STREET RIGHT OF WAY BY A PRIVATE INDIVIDUAL, GROUP, BUSINESS, OR HOMEOWNER'S/BUSINESS AT THE INTERSECTIONS OF BIVENS, WISACKY, AND CHURCH WITH HWY 16 (BROOME ST).
ASSOCIATION. AN ENCROACHMENT AGREEMENT MUST BE APPROVED BY NCDOT PRIOR TO CONSTRUCTION/INSTALLATION 11. SEE SHEET RW-2 & RW-3 FOR HYW-16 (BROOME ST) SIGHT DISTANCE PROFILE, PAVEMENT WIDENING AND MARKING
OF THE NON-STANDARD ITEMS. CONTRACT NCDOT FOR ADDITIONAL INFORMATION CONCERNING COST, SUBMITTAL AND NOTES, AND TRAFFIC CONTROL PLANS AND RELATED DETAILS.
LIABILITY INSURANCE COVERAGE REQUIREMENTS.
FES-121-I -JI /j �-62+-6- -
/ / I (1; / L -
- 1�
o sl ;I /
/ IW i SEE SITE PLAN FOR DRIVEWAY \
SEE/�ITE P FOR idIVEWAY x WIDTH, RADIUS DIMENAVEL SIONS, 3
LA
WIDTH, IUS NSIONS, m I) I \ a3� �A �� - - AND TYPICAL CROSS SECTION -
SECTION OF WISACKY STREET _ -(
�-
i' S L v J T w rn
/ L
BENCHMARK - N--- -
EXISTING SEWER MANHOLE
o
ELEVATION 622.41'
rn
�` ' • � . _ ��//,b-airier^'""-
//�%/✓,✓err
• it • ' • I I , • • - • ■ •' 11 11 `� �� 1 .I'�� �-�ir%/'ii �i%'G'j�",n.wr.,,. . �` \ ■ ' ■ ■
! ■ ill 1 1 ■ , ��.�. i%/�•"�m■ ✓ i`i��F tii�%"'r/fl ,���r�i % 1 ` ■. • • - •
.r/ F/:: ,%�r2
'• -■n :__-_ 11 F�a'� ,, ���'�1L■■i■L•!!■■!'�■I,■!1 e�
F /Fj
• • , LT�U • 1
POSTED SPEED: 25 MPH
DESIGN SPEED: 30 MPH
r tl Tot r• 1 U Mg \ ,L(j�
5'SIGHT
TRI LE, TYP. _ - - SEE SITE PLAN FOR DRIVEWAY -
70' I IF2a WIDTH, RADIUS DIMENSIONS,
�To ,E AND TYPICAL CROSS SECTION -
"'1S'P"O�$ OF CHURCH STREET '
SIDEWALK PROPO$EDVL\L
FIR � T T _ r(SEE GRADING P\LANr
NftNG STRIP AREA
ate_ WIDENING\ +
DRAINA TO REMAI _
TYP.
DRIVE ( EE\T� PICAL
DRIVE 11f _ \ R03S SECTION'B'
.. / J - s ^ F \ r / /--j0'REMAINC&G - \
' - PROP. / XT- / / / \ HI EE
DRI i T� S �) 1
71
-{ L PAVEMENT, TYP SEE -
TYPICAL
-- - -
(SHADED) 1� CROSS SECTION 'A' _ - -- '
EXISTING STORM ,' THIS SHEET)
AG/TO REMAIN -- - r--- --- 'IS
I
tA•
IW 00 Sl 0`e
.. r SEE SITE PLAN FOR DRIVEWAY I WAVEL W
WIDTH, RADIUS DIMENSIONS, ~ A=165'
ICAVqROSS SECTION N N DEPARTURE T
IVENSSTRE7 xltn
W I �2/3A=110'
m
_N OF IMPROVE ENTS I 25'X25' SIGHT
. 13+15 7 I TRIANGLE, TYP.
W/ 10' WIDE MILL AREA 10'X70' SIGHT
FOR SMOOTH TIE-IN 1 0) 91 TRIANGLE, TYP.
PROPOSED
2'-6"C&G
-_ - - EXISfi liter-
EXIST. 15'
DRIVE
rn
EXIST. EOP +_ 22.24 w ,v
0 0 00 EX PVMT 09L 99+91 o ROW
0 0
�"- -- -..
EXIST. ROW D VE - III EXIST.
DRIVE
PROP WHITE EDGE LINE PROP MI
NCDOT1205�11 -----
PROP WHIT DIAGONAL LINE I
NC HWY 16 / BROOME STREET STRIPING PLAN 2T1205.E
NCDOT 1205.01
POSTED SPEED: 25 MPH
DESIGN SPEED: 30 MPH
ROW
60' ROW (EXISTING)
7' FROM EOP
TO ROW
6' 5' 2.5' 12' 11' +12'
SIDEWALK PLANTING C&G TRAVEL LANE TURN LANE TRAVEL LANE
(PROPOSED) STRIP (PROP.) (PROPOSED) (PROPOSED) (EXISTING)
±11' ±12'
PROP. PVMT. EXISTING PVMT.
SITE EXIST. SLOPE
MATCH EXIST. SLOPE (VARIES)
EXISTIN AV_ENT
M_E
- J
C I MILL AT LEAST 6' WIDE ON
I o O EAST SIDE OF BROOME ST
PROPOSED OVERLAY
SO OVERLAY FLUSHES
a � "
O U) WITH EX. C&G
OF S9.5C ASPHALT OVER
a- E w SAW CUT EXISTING PAVEMENT
EXISTING PVMT. TYP.
NC HWY 16 / BROOME STREET: TYPICAL CROSS SECTION 'A'
SCALE: 1 "=5'
OC\/ICI(\AIC
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-02-2012
Project Number
10006.6
\�CA RO,,,i
���Q' •HDSC•'•./'�i
�Z F:y-
hliul\G��2-12
TYP.
SCALE: 1" = 50'
D=100' '
DECELERATION LENGTH
Prt�rwtu ti'
SIDEWALK
1- PROPOSED 5'
PLANTING STIR IPP
-ter
SEE SITE PLAN FOR DRIVEWAY
WIDTH, RADIUS DIMENSIONS,
AND TYPICAL CROSS SECTION
OF WISACKY STREET
L=15Y
LEFT TURN STORAGE LENGTH
PROP DOUBLE YELLOW LINES E,
NCDOT 1205.09 / _4�
12'
1 0
0
0
12' _--
001+1
M
o EXISIT.
DRIVE I
EXIST. DECE RATION LA
MARKING TO ERE -STRIPED
SEE TYPICAL PROP SOLID WHITE'I,LINE
WHITE LINE CROSS SECTION 'A'
DOT 1205.01 (THIS SHEET) - ----NCDOT 1205.01 I I
1
VICAR
`�=OQ; °ASS%p°�
^a SEAL �a
i° 030523
(y° .,GINS.° ��
rn �NG�y o\o°.
I 11111110 \\\\\\ 12 '12 21
SCALE: 1" = 50'
ROW NOTES
25'X25' SIGHT
TRIANGLE, TYP.
10'X70' SIGHT
TRIANGLE, TYP.
PROPOSED 6'
SIDEWALK
PROPOSED 5'
PLANTING STRIP
r PROPOSED
1 2'-6" C&G
11'
12' - �-
ROOrIIE
HI B
NCm( 16STREET
----------------
r
\0
�C EXIST.
s1r DRIVE
SEE SITE PLAN FOR DRIVEWAY
WIDTH, RADIUS DIMENSIONS,
AND TYPICAL CROSS SECTION
OF CHURCH STREET
n Uzi12' RD
o ` -
n%r_- o-'--� 'DRIVE I
- - TURN AR ROW
IST. �
NCDOT 1 5.08, TYP
DRIVE PROP YELLOW SK PPED
& YELLOW CENTE LINES j
NCDOT 1205.02
EJ IST. DECELERATION LANE
MARKING TO BE RE -STRIP D
EE TYPICAL
ROSS SECTION'B'
GRAVEL
PAHKING
i
12'
OPEN 2 6 PpER '/'�/ o
PppR PVMT E�
0
BEGINNING OF IMPROVEMENTS
' @ STA.1+50
EXIST. EOP W/ 10' WIDE MILL AREA FOR
SMOOTH TIE-IN
PROP WHITE DIAGONAL LINES
@ 2:1 SLOPE PER NCDOT 1205.09
PROP DOUBLE YELLOW LINES
NCDOT 1205.09
W313o101
12w-1
0 50 100
1 - ALL WORK TO BE DONE ON EXISTING NCDOT MAINTAINED STREETS
60' ROW (EXISTING)
SHALL REQUIRE NCDOT ENCROACHMENT/ACCESS APPLICATIONS,
SUBMITTED TO THE CITY ENGINEER.
7' FROM EOP
TO ROW
2. SAW CUT LOCATION TO BE DETERMINED IN FIELD. 6'
3. BITUMINOUS CONCRETE BASE COURSE SHALL I USED IN SIDEWALK
WIDENING STRIPS LESS THAN FIVE R FEET IN WIDTH. (PROPOSED)
1 4. CONTRACTOR TO PROVIDE 1.0" OVERLAY SURFACE COURSE OVER
EXISTING PAVEMENT FOR ENTIRE PROJECT LIMITS.
5' 2.5'
12' 11'
+12' ±12'
PLANTING
STRIP
C&G
(PROP.)
TRAVEL LANE
(PROPOSED)
±11'
TURN LANE
(PROPOSED
±12' )
TRAVEL LANE VARIES
(EXISTING) (DECEL LANE) I
PROP. PVMT. EXISTING PVMT.
EXIST. SLOPE
MATCH EXIST. SLOPE
(VARIES)
�-
5. ASPHALT TO BE INSTALLED IN LAYERS/LIFTS PER NCDOT SITE
REQUIREMENTS. CONTACT LOCAL DISTRICT OFFICE TO VERIFY
LIFT/LAYER THICKNESS PRIOR TO CONSTRUCTION.
1
PAVEMENT SCHEDULE
EXISTING PAVEMENT
- _
- - - - - - - - - - - - - -
C
PROP. APPROX. 2" BIT. CONC.
SURFACE COURSE, TYPE S9.5C
(IN ONE LIFT)
PROP. APPROX. 3.0" ASPHALT CONC.
D
INTERMEDIATE COURSE, TYPE 119.0
E
PROP. APPROX. 8" BIT. CONIC. BASE
COURSE, TYPE B25.0
U
EXISTING PAVEMENT
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.3 32.12 10 1 www.dprassociates.net
PROPOSED 1 a C
J U
WALL (SEE 0
D MILL AT LEAST 6' WIDE ON
GRADING PLAN 0 EAST SIDE OF BROOME ST
SAW CUT
o w P OPOSED 2" OVERLAY
FOR HEIGHT) x EXISTING PVMT. SO OVERLAY FLUSHES
a E w O S9.5C ASPHALT OVER WITH EX. C&G
EXISTING PAVEMENT
TYP.
NC HWY 16 / BROOME STREET: TYPICAL CROSS SECTION 'B'
200
SCALE: 1 "SCALE: 1 "=5'
0
BROOME ST./HWY 16 IMPROVEMENTS: STRIPING PLAN &CROSS SECTION
WAXHAW MIXED USE - PHASE 1SUBDIVISION
CONSTRUCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
HISTORIC
VENTURES,
EATlRCl, LLC° 2409-B PLANTATION CENTER DRIVE
MATTHEWS, NC 28105
[phone]
Scale: U
AS NOTED ]120
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0
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PAVEMENT MARKING NOTES
PAVEMENT WIDENING FOR LEFT/RIGHT-TURN LANE CONSTRUCTION TRAFFIC CONTROL STANDARD
1. REQUIREMENTS FOR THE APPLICATION AND PLACEMENT OF THE MARKINGS SHALL BE IN STRICT ACCORDANCE
A. STREET SPACE IS AT A MINIMUM SO NO MORE SPACE SHOULD BE USED FOR CONSTRUCTION OR MAINTENANCE
L. OMITTED.
\\ \ !I F
WITH THE GUIDELINES AND REQUIREMENTS OUTLINED IN SECTION 1205 OF THE N.C. DIVISION OF HIGHWAYS
WORK THAN IS ABSOLUTELY NECESSARY. THROUGH BARRICADING AND CHANNELIZATION, THE REMAINING STREET
SPACE IS TO BE USED TO CARRY THE TRAFFIC AROUND THE WORK AREA IN THE BEST WAY POSSIBLE UNDER
M. THE CONTRACTOR, UTILITY COMPANY OR GOVERNMENTAL AGENCY INVOLVED IN THE WORK IS RESPONSIBLE FOR
"�� LLI
H W
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES HANDBOOK (1995 ENGLISH EDITION) WITH LATEST
REVISION(S) THERETO. THIS PUBLICATION SHALL BE STRICTLY ADHERED TO REGARDING MATERIALS, PLACEMENT OF
PREVAILING CONDITIONS.
NOTIFYING THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, ABERMARLE OFFICE (SCOTT COLE AT
704-289-1397 OR CHAD AUSTIN AT 704-289-1397.) OF CONSTRUCTION DATE AND ANY MAJOR WORK WHERE THE
W 1,1
W IY 0 +
to 1
PAVEMENT MARKINGS AND WEATHER LIMITATIONS FOR THIS WORK.
B. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF CONSTRUCTION OR MAINTENANCE
NUMBER OF TRAVEL LANES ARE REDUCED FROM NORMAL CONDITIONS OR THE STREET IS REQUIRED TO BE CLOSED.
I�
2. THE CONTRACTOR SHALL BE REQUIRED TO PRE -MARK THE PAVEMENT PRIOR TO ACTUAL APPLICATION OF
OPERATIONS, AND SHALL BE REMOVED OR RELOCATED AS THE WORK IS FINISHED OR WORK CONDITIONS CHANGE.
THE AGENCY DOING THE WORK SHALL PATROL THE WORK SITE AS REQUIRED TO ENSURE THAT ALL TRAFFIC
EXCEPT IN EMERGENCIES, THE FOLLOWING NOTIFICATION IS REQUIRED:
N I r
-}- I U
MARKINGS. CONTRACTOR SHALL SCHEDULE APRE-MARKING INSPECTION REVIEW WITH THE ALBEMARLE NCDOT
CONTROL DEVICES ARE IN PLACE AND OPERATING AT ALL TIMES.
1. CONSTRUCTION START DATE (5 WORKING DAYS IN ADVANCE)
r
Y I Q
DISTRICT ENGINEER, AT [phone] AT LEAST ONE WEEK PRIOR TO MARKING. PAVEMENT MARKINGS SHALL NOT
BE INSTALLED UNTIL AFTER FIELD REVIEW AND APPROVAL BY TRAFFIC SERVICES (704-289-1397), OR THE DISTRICT
ALL TRAFFIC
C. C CONTROL SIGNS FOR THE WORK AREA SHALL BE REFLECTORIZED. THE REFLECTIVE MATERIALS
2. CLOSING 1 OR MORE TRAVEL LANES -FIVE (5) WORKING DAYS PRIOR TO THE SCHEDULED WORK.
U j I N_
N 3
ENGINEER. THESE INSPECTIONS SHALL NOT BE CONDUCTED UNTIL AFTER THE ACCESS PERMIT IS APPROVED.
USED SHALL BE EQUAL TO OR BETTER THAN THE TYPE I, LEVEL A REFLECTIVE SHEETING REQUIREMENTS IN SECTION
3. CLOSING A STREET - TEN (10) WORKING DAYS PRIOR TO THE SCHEDULED WORK.
3. THE PAVEMENT MARKINGS REQUIRED TO BE INSTALLED SHALL MATCH TO AND ALIGN WITH EXISTING CONDITIONS
633 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS (FP-74).
THIS LEAD TIME IS NECESSARY FOR PLANNING AND NOTIFYING THE PUBLIC OF EXPECTED CHANGES IN THE NORMAL
O 0
AND MARKINGS. THE CONTRACTOR SHALL PROVIDE THERMOPLASTIC MARKINGS ON ROADWAYS CURRENTLY USING
D. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REQUIRED TO CALL
TRAFFIC CONDITIONS.La
LIJ
W 1
0 1
THERMOPLASTIC MARKINGS ALONG THAT PARTICULAR SECTION OF ROADWAY. PAINT SHALL BE USED FOR
PAVEMENT MARKINGS IN ALL OTHER INSTANCES, UNLESS OTHERWISE SPECIFIED BY THE NCDOT DISTRICT
ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF OBSTRUCTIONS AND HAZARDS.
N. WHERE COMPLETE STREET CLOSURE IS NECESSARY, THE DEPARTMENT OF TRANSPORTATION WILL COORDINATE
0-
0 0 \
1
ENGINEER.
E. WHEN NOT IN USE DURING WORK HOURS OR CONSTRUCTION INACTIVITY, EQUIPMENT SHALL 8E PARKED A
CLOSURE OF THE STREET AND IF NECESSARY FULLY SIGN A DETOUR ROUTE.
d
04. d
ALL PAVEMENT MARKINGS SHALL INSTALLED PER NCDOT PAVEMENT MARKING STANDARDS. TWO WAY
MINIMUM OF 10' AWAY FROM TRAVEL LANE IN SUCH A MANNER AS TO NOT CREATE A SIGHT DISTANCE PROBLEM FOR
0. THE DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR THEIR REPRESENTATIVES ARE AUTHORIZED TO
0
T LANES SHALL BE MARKED USING A COMBINATION OF A YELLOW SKIP LINE AND A SOLID YELLOW
D
MOTORISTS.
STOP ANY CONSTRUCTION OR MAINTENANCE ACTIVITY WHICH IS NOT PROPERLY SIGNED AND BARRICADED AS
-
LINE EDGE),
LINE ON EACH EDGE OF THE LANE. THE SOLID LINE AND THE SKIP LINE ARE PLACED 4" APART WITH THE SKIP
F. THE MINIMUM WIDTH FOR TEMPORARY TRAVEL LANES IS 10 FEET; HOWEVER A 12-FOOT LANE IS ADVISABLE AND
REQUIRED BY THIS STANDARD AND THE NCDOT UNTIL SUCH REQUIREMENTS ARE MET.
LINE ON THE INSIDE OF THE LANE. WHERE THE TWLTL IS TERMINATED 8Y AN EXCLUSIVE TURN LANE, THERE
SHOULD BE PR
PROVIDED WHENEVER POSSIBLE.
P. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS. IT IS INTENDED ONLY
SHALL BE A 50' LONG GAP BETWEEN THE LID K YELLOW LINE OF THE TWLTL AND THE WHITE LAN LINE F
SO SKIP E E O
OU C C E, THE TWO DIRECTIONS OF TRAFFIC MUST BE
G. WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE,
TO BE USED AS A GUIDELINE. SPECIFIC SITUATIONS MAY REQUIRE ENGINEERING JUDGMENT IN THE PLACEMENT OF
_ - --- --
THE EXCLUSIVE TURN LANE. WHITE ARROWS SHALL BE INSTALLED IN THE LANE.
PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE EFFECTIVELY USED FOR THIS PURPOSE DURING DAYLIGHT
TRAFFIC CONTROL DEVICES BECAUSE OF LIMITED VERTICAL AND/OR HORIZONTAL SIGHT DISTANCE.
_-�--
-----------
HOURS: REFLECTORIZED DRUMS MUST BE USED AT NIGHT.
5. INSTALLATION OF THE PAVEMENT MARKINGS FOR NEWLY CONSTRUCTED TURN LANES AS REQUIRED FOR
H. TRAFFIC SHALL NOT BE ROUTED AROUND THE CENTERLINE WITH CONES OR DRUMS DURING NON -WORKING
R. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF THE EDGE OF AN OPEN TRAVEL LANE, THE CONTRACTOR
- / -- --- --
— �l----_--
ACCESS PERMIT APPROVAL BY NCDOT, SHALL BE THE RESPONSIBILITY OF THE DEVELOPER (OR CONTRACTOR
HOURS. CONTRACTOR MUST BE ON SITE OR CHANGE PAVEMENT MARKINGS APPROPRIATELY.
SHALL REFER TO THE NCDOT STANDARDS FOR PROPER LANE CLOSURE.
- - - - _.; _ _ — 00 --
EMPLOYED BY THE DEVELOPER). THE CONTRACTOR SHALL BE REQUIRED TO PRE -MARK THE PAVEMENT AND
I. GENERALLY, THE PEAK FLOW OF TRAFFIC OCCURS BETWEEN THE HOURS OF 6-9 AM AND 4-6 PM, MONDAY THROUGH
S. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE USUALLY USED FOR
_ _ — O �-
SCHEDULE A PRE -MARKING INSPECTION REVIEW WITH NCDOT TRAFFIC SERVICES (704-289-1397) PRIOR TO
FRIDAY. DURING THESE HOURS, CONSTRUCTION ACTIVITY WHICH INVOLVES A LANE CLOSURE WILL NOT BE ALLOWED
SHORT TERM OPERATIONS TO WARN AND GUIDE TRAFFIC. ADVANCED WARNING SIGNS (CONSTRUCTION AHEAD)
_
_ O - O -}- O
APPLICATION OF MARKINGS.
ON THOROUGHFARE STREETS EXCEPT FOR EMERGENCY SITUATIONS OR WITH PRIOR APPROVAL FROM NCDOT.
SHALL BE MOUNTED ON STATIONARY SUPPORTS SEVEN DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION OF THE
ROADWAY.
00 - 19 O ------
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE OF TRAFFIC DURING CONSTRUCTION.
ALL TRAFFIC CONTROL OPERATIONS SHALL BE IN ACCORDANCE WITH TOWN OF WAXHAW POLICIES, STANDARDS AND
AND/OR POLICE CONTROL WHEN REQUIRED. THE
J. THE AGENCY DOING THE WORK SHALL PROVIDE EA UNIFORMED
CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A UNIFORMED OFFICER TO CONTROL TRAFFIC WHEN WORKING IN
T. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN THE SAME
—
—
O +Q O _ _ O
��-
GUIDELINES OF THE NCDOT, AND AS INDICATED ON THESE PLANS.
AND AROUND A SIGNALIZED INTERSECTION.
AREA, UNLESS THE ROADWAY IS MEDIAN DIVIDED.
_ __=' O - -'
O _
U. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL BACKFILL UP TO THE EDGE AND ELEVATION OF THE
K. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE WORK TO CAUSE THE LEAST INCONVENIENCE TO
EXISTING PAVEMENT AREAS WITHIN 2 FEET OF AN OPEN TRAVEL LANE THAT INCLUDE A DROP OF MORE THAN 2
THE TRAVELING PUBLIC.
INCHES IN ACCORDANCE WITH NCDOT STANDARDS.
PAVEMENT MARKING LINES
PVM /
�_— — STREET
BROOME STREET
TA THERMOPLASTIC WHITE EDGELINE (4 90 MILS)
16 BROOME
Nc HwY 16
TB THERMOPLASTIC YELLOW EDGELINE (4", 90 MILS)
CONSTRUCTION/TRAFFIC CONTROL SEQUENCE
TC THERMOPLASTIC 10' WHITE SKIP LINE (4", 120 MILS)
PHASE 1
PHASE 2 (ALL WORK IN PHASE 1 MUST BE COMPLETED BEFORE WORK IN THIS PHASE)
\_
TO THERMOPLASTIC 2' WHITE MINISKIP (4". 120 MILS)
1 NOTIFY ALBEMARLE NCDOT DISTRICT OFFICE OF START OF CONSTRUCTION 48 HOURS IN ADVANCE. (JOHN
TE THERMOPLASTIC WHITE SOLID LANE LINE (4", 120 MILS)
UNDERWOOD AT 704-289-1397 OR DENNIS CLOUD AT 704-289-1330)
1. USING NCDOT STD. 1101.02, ALTERNATING LANE CLOSURES AND USING FLAGGERS, DURING NON -PEAK TRAFFIC
HOURS AS NEEDED, PLACE FINAL LAYER OF SURFACE COURSE ON BROOME STREET (FOR PROJECT LIMITS).
TG THERMOPLASTIC 2' YELLOW MINISKIP (4", 120 MILS)
2. MAINTAIN TRAFFIC ON NORTHBOUND LANE OF BROOME STREET. INSTALL TEMPORARY PAVEMENT MARKINGS
AND TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH NCDOT STD 1101.02, DETAIL 1 & SHEET RW-3, FOR
2. PRE -MARK PAVEMENT AND SCHEDULE REVIEW WITH NCDOT.
WB-42 RIGHT IN / LEFT OUT TEMPLATE WB-40 LEFT IN/ RIGHT OUT TEMPLATE
TI THERMOPLASTIC YELLOW DOUBLE CENTER LINE (4", 120 MILS)
TEMPORARY CLOSURE OF SOUTHBOUND LANE.
3. UPON APPROVAL, INSTALL PERMANENT PAVEMENT MARKINGS.
SCALE: 1'I = 30' SCALE: 1" = 30'
TP THERMOPLASTIC SOLID WHITE GORE LINE (B", 121) MILS)
3. INSTALL INITIAL EROSION CONTROL MEASURES ON SOUTHBOUND BROOME STREET, AS SHOWN ON PLANS
4, OPEN ROADWAY TO TRAFFIC IN FINAL PATTERN.
TS THERMOPLASTIC WHITE STOP BAR (24" 120 MILS)
SHEETS LA & L-5 FROM STATION 1+50 TO STATION 13+00.
,
TT THERMOPLASTIC YELLOW DIAGONAL ($" 90 MILS)
4. CONSTRUCT PROPOSED WIDENING ON SOUTHBOUND SIDE OF BROOME STREET INCLUDING THE STORMWATER
5. REMOVE TEMPORARY EROSION CONTROL MEASURES WHEN SITE IS BROUGHT TO STABILIZATION AND WHEN
AUTHORIZED OF DEPT INSPECTOR.
,
TU THERMOPLASTIC WHITE DIAGONAL CHEVRON (B" 90 MILS)BYPASS
SYSTEM, CURB AND GUTTER, PAVEMENT, SIDEWALK ETC AS SHOWN ON THIS PLAN. DO NOT INCLUDE
BY NCDOT DISTRICT ENGINEER AND TOWN WAXHAW
,
THE FINAL LAYER OF SURFACE COURSE.
TW THERMOPLASTIC WHITE CROSSWALK (B" , 120 MILS)
5. CONTRACTOR TO COORDINATE WITH APPROPRIATE PARTIES IN RELOCATION ANY APPLICABLE POWER POLE AND
OTHER UTILITIES. MAINTAIN ACCESS TO BUSINESSES AND RESIDENCES THAT ARE WITHIN THE WORKING LIMIT.
NCDOT GENERAL NOTE
PAVEMENT MARKING SYMBOLS
REFER TO DPR WATERISEWER PLANS TO UCPW FOR ANY WATER AND SEWER RELOCATION/ REPLACEMENT.
ALSO SEE CONSTRUCTION SEQUENCE FOR INTERNAL SITE WORK SHEETS LA & L-5 FOR ANY APPLICABLE CROSS
SEEDING AND MULCHING MUST BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER SOIL DISTURBING ACTIVITY.
UA THERMOPLASTIC LEFT TURN ARROW (90 MILS)
REFERERNCES.
UB THERMOPLASTIC RIGHT TURN ARROW (90 MILS)
6. COMPLETE THE FINAL GRADING AND SEED AND MULCH ALL DISTURBED AREAS.
Uri THERMOPLASTIC STRAIGHT ARROW (90 MILS)
7. REMOVE TEMP. CONFLICTING MARKINGS AND TRAFFIC CONTROL DEVICES AND OPEN ROADWAY TO TWO-WAY
UD THERMOPLASTIC COMBINATION STRAIGHT/LEFT TURN ARROW (90 MILS)
TRAFFIC.
UE THERMOPLASTIC COMBINATION STRAIGHT/RIGHT TURN ARROW (90 MILS);
UH THERMOPLASTIC WORD "ONLY" (90 MILS)
UJ THERMOPLASTIC BICYCLE SYMBOL (90 MILS)
UK THERMOPLASTIC BICYCLE STRAIGHT ARROW (90 MILS)
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14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00
5+00 4+00 3+00 2+00 1+00 0+00 -1+00-1+38.00
NC HWY 16 / BROOME STREET ROAD IMPROVEMENTS: SITE DISTANCE PROFILE
SCALE: HORIZ1"=60',VERT 1"=6'
IaFvlclnnlc-
Project Manager
CG/HN
Drawn By
CG/HN/RT
Checked By
LM
Date
11-02-2012
Project Number
10006.6
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landscape architecture
3M planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 I www.dprassociates.net
BROOME ST./HWY 16 IMPROVEMENTS: SIGHT DISTANCE PROFILE &NOTES
WAXHAW MIXED USE - PHASE 1SUBDIVISION /
CONSTRUCTION PLANS
WAXHAW, UNION COUNTY, NORTH CAROLINA CLIENT/OWNER:
HISTORIC VENTURES, LLC.
PLANTATION CENTER DRIVEHISTORI VENTURES, LC" MATTHEWS, NC 28105
[phone]
Scale:
AS NOTED
Sheet Number
RW-2