SW3191202_2019_11_21 Northgate Site Documents_1/2/2020

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Old Wilkesboro Road (SR 1645) and Bradley Farm Road (SR 1541)
--' Statesville, NC 28625
VICINITY MAP a
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE STATESVILLE LAND DEVELOPMENT
STANDARDS MANUAL AND THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE
STATESVILLE LAND DEVELOPMENT STANDARDS MANUAL.
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE CITY OF STATESVILLE
STANDARDS IN ORDER TO BE DEDICATED PUBLIC RIGHT OF WAYS.
3. ALL CURBS SHALL HAVE A 5'-0" RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL R/W SHALL
HAVE A 20' RADIUS UNLESS OTHERWISE NOTED.
4. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE NC
DEPARTMENT OF TRANSPORTATION (NCDOT).
6. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE
ENCROACHMENT AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ENCROACHMENT
AGREEMENTS.
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I. AT 28 DAYS AND SHALL
COMPLY WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS. SIDEWALKS SHALL BE CONSTRUCTED
OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR (4) INCHES THICK, CONSTRUCTED ON AN
ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX (6) INCHES
THICK.
8. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS
A.S.T.M. SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF
PLACEMENT OF CONCRETE.
9. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER
CONSTRUCTION TO PREVENT EROSION.
10. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
11. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY
AFTER THE PIPE IS LAID.
12. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE
STANDARD PROCTER TEST.
13. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY.
14. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE
CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR
FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
15. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE
STANDARD PROCTER TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM
FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN
INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN 45 FEET. THE
SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1 /4" PER FOOT.
16. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT
ROADWAY. THE SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE
ROADWAY CROWN, EXCEPT THAT THE CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING
OR PROPOSED ROADWAY CURB.
17. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY
BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON
FIELD CONDITIONS.
18. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES
WHICH ARE NOT LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE, PATHS CLEARED FOR SUCH UTILITY
LINES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST.
19. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS.
20. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE
SIGNIFICANT VEGETATION EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT
NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION.
21. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY
BY THE INSPECTOR.
22. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE
SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE CITY ENGINEERING DEPARTMENT IN ACCORDANCE \ \
WITH THE COUNTY SUBDIVISION ORDINANCE. \ \
23. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. \
ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
24. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY
STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. EXIST. TREES
\ \ 25. HIGH -DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC \ TO REMAIN
STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. \
BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL
WITHIN THE PUBLIC STREET RIGHT-OF-WAY. \
26. ALL ROAD IMPROVEMENTS ON OLD WILKESBORO ROAD AND BRADLEY FARM ROAD ARE TO BE COORDINATED
WITH NCDOT PRIOR TO CONSTRUCTION. ALL ROAD IMPROVEMENTS IN MARJORIE ROAD ARE TO BE COORDINATED
WITH THE CITY OF STATEVILLE PRIOR TO CONSTRUCTION. \ \ /♦
♦I
27. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH \ \ ♦♦♦
CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE ♦♦♦
EXPENSE OF THE APPLICANT. \ /♦♦♦
28. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL♦♦
REQUIRE STORM DRAINAGE DETENTION. \ /♦,
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OLD WILKESBORO ROAD (SR 1645) I U
NO RECORDED ROAD R/W FOUND F O
60' R/W ILLUSTRATED w z
NCDOT MAINTAINED I p
SPEED LIMIT 45 MPH - - I - - - - zQ
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KENHILL ROAD
CITY MAINTAINED
CONTACT INFORMATION
,0T►
RESIDENCE HOUSING ASSOCIATES, LLC
CONTACT: DAVID PRESSLY
ADDRESS: 1109 DAVIE AVENUE
STATESVILLE, NC 28677
PHONE: [phone]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1318-E6 CENTRAL AVENUE
CHARLOTTE, NC 28205
OWNER: 704-334-3303 FAX:[phone]
ARCHITECT:
NAMOUR WRIGHT
CONTACT: TOM WRIGHT
ADDRESS: 1815 S. TRYON STREET, SUITE A
CHARLOTTE, NC 28203
PHONE: [phone]
Sheet Index
C-1.0
Cover Sheet
C-1.1
Submittal Table
C-2.0
Existing Conditions
C-3.0
Overall Site Plan
C-3.1
Site Plan A
C-3.2
Site Plan B
C-3.3
Accessibility Plan
C-4.0
Overall Grading Plan
C-4.1
Grading Plan A
C-4.2
Grading Plan B
C-5.0
Storm Drainage Plan
C-5.1
SCM Plan & Details
C-5.2
Storm Drainage Area Plan
C-5.3
SCM Drainage Area Plan
C-6.0
Overall Utility Plan
C-7.0
Erosion Control Plan - Phase 1
C-7.1
Erosion Control Plan - Phase 2
C-8.0
Site Specifications & Details
C-8.1
Site Specifications & Details
C-8.2
Site Specifications & Details
C-8.3
Erosion Control Details
C-8.4
Erosion Control Details
LS-1.0
Overall Landscape Plan
LS-1.1
Landscape Plan A
LS-1.2
Landscape Plan B
LS-2.0
Landscape Details
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
11.21.19
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Project No: 19-039
Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
60 0 30 60 120
1 INCH = 60 FEET ■

GRADING & UTILITY
100% CD's TO TRC UTILITY COORDINATION REVISIONS UTILITY REVISIONS
SHEET INDEX 04/02/2019: 04/15/2019: 11/13/2019: 11/21/2019:
C-1.0 COVER SHEET O O
C-1.1 SUBMITTAL TABLE O O O O
C-2.0 EXISTING CONDITIONS O O U R B AN
C-3.0 OVERALL SITE PLAN O O D E S I G N
C-3.1 SITE PLAN A O O
C-3.2 SITE PLAN B O O PARTNERS
C-3.3 ACCESSIBILITY PLAN O O 1318-e6 central ave. P 704.334.3303
charlotte, nc 28205
partners.
F 704.334.3305
C-4.0 OVERALL GRADING PLAN O O O
u rbandesi gn partners. com
C-4.1 GRADING PLAN A O O ncfirm no: P-0418
C-4.2 GRADING PLAN B O O O sc coa no: C-03044
C-5.0 STORM DRAINAGE PLAN O O O
C-5.1 SCM PLAN & DETAILS O O
C-5.2 STORM DRAINAGE AREA PLAN O O O
C-5.3 SCM DRAINAGE AREA PLAN O O FOR
C-6.0 OVERALL UTILITY PLAN O O O O
C-7.0 EROSION CONTROL PLAN - PHASE 1 O O R E F E R E N C F
C-7.1 EROSION CONTROL PLAN - PHASE 2 O O O
C-8.0 SITE SPECIFICATIONS & DETAILS O O ONLY
C-8.1 SITE SPECIFICATIONS & DETAILS O O
C-8.2 SITE SPECIFICATIONS & DETAILS O O
C-8.3 EROSION CONTROL DETAILS O O 11.21.19
C-8.4 EROSION CONTROL DETAILS O O
---------------------------------------
---------------------------------------
LS-1.0 OVERALL LANDSCAPE PLAN O O
LS-1.1 LANDSCAPE PLAN A O O i
LS-1.2 LANDSCAPE PLAN B O O �
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LS-2.0 LANDSCAPE DETAILS O O z U
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
GENERAL NOTES:
1. CIRCLES ANNOTATE REVISED SHEETS
■

4735-25-3462
ST. MARKS BAPTIST CHURCH
926-218
ZONED. R-70 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH — —
4735-25-5115
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-10 (COS)
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1822-1709
ZONED: R-10 (COS)
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759-161
ZONED: R-10 (COS)
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BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
EXISTING CONDITIONS NOTES:
EXISTING INFORMATION ON THIS PLAN WAS PROVIDED BY:
KESTLER SURVEYING, INC
2351 SIMONTON ROAD
STATESVILLE, NC 28625
[phone]
/ / I ■ JAMES T. STAPLES Z Q
■ 1109-730 D 1 O
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4735-24-2817
JAMES P. GRAY HEIRS I / / I N ■ / I
ZONED:B R- 5MF cu
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/ / ■ I CITY MAINTAINED
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— A / �� ■ �� S6172'42°E 151.91' (T)_ —� Sy MAN HOLE RIM
0 INVERT N ELEVATION ELEVATION 893.71
884.51
_ � �A I � I I I I � I � � � ■ � � INVERT OUT ELEVATION = 884.51
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COS 8" VC SANITARY SEWER
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805-548
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U R B A N
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
FOR
REFERENCE
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Project No: 19-039
Date: 04.02.19
Designed by: udp
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Sheet No:
°�<<�:\ate GRAPHIC SCALE
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BEFORE YOU DIG1
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
4735-25-3462
ST. MARKS BAPTIST CHURCH I 4735-25-5175
926-218 BOBBY L. MORRISON
ZONED: R-70 (COS) 1074-275
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH - - - -
S58 30'37'E 517.60' (T)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
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7822-1709
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(*1
DEVELOPMENT SUMMARY
TAX PARCEL ID #:
4735-24-2817
TOTAL SITE AREA:
7.53 AC
EXISTING ZONING:
R-5MF CU*
*CONDITION: THE SCHEMATIC PLAN PRESENTED SHALL
BE USED AS A BASE FOR THE FINAL PLANS WHICH ARE
TO BE SUBMITTED FOR REVIEW BY THE PLANNING
BOARD AND APPROVAL BY THE CITY COUNCIL.
ZONING #:
ZC14-02
PROPOSED USE:
SENIOR APARTMENTS
UNITS:
80
FLOOR AREA RATIO:
0.11
SETBACKS:
FRONT:
25'
SIDE:
5'
REAR:
25'
MAX. BUILDING HEIGHT:
35'
VEHICULAR PARKING:
REQUIRED:
80 (PER ZONING: 1
SPACE PER UNIT)
112 (PER NCHFA)
PROPOSED: 112
HANDICAP PARKING:
REQUIRED: 11 SPACES (1 IN 6
SPACES TO BE VAN
ACCESSIBLE)
PROPOSED: 11 SPACES (2 VAN
ACCESSIBLE)
PROJECT SCHEDULE:
PROJECT COMMENCEMENT: SEPTEMBER 2019
PROJECT COMPLETION: DECEMBER 2020
MAIUHLINESHEETC-3�.1
ICN MATCHLINE SHEET C-3.2
I■ �I
■
KEN HILL ROAD
■
PROP. GAZEBO CITY MAINTAINED
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(REF. ARCH.) ■
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° ° a ° I ■ S6172'42"E 151.91 ' (T)
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PROP. 25' I :
MOUNTING HEIGHT ■ —
SHOEBOX LIGHT U) - —
POLE, TYP. I ■�
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PROP. 12' MOUNTING HEIGHT
LIGHT POLE, TYP.
I�
4735-24-5077
�1 ■ IREDELL PROPERTIES INC.
a ■ / 1010-216
■ ZONED: R-10M (COS)
— ■ P.B. 1, PG. 141
TREE PROTECTION ■
FENCE, TYP. PROP. SCM I I ■
(REFER TO DETAIL) (REF. C-5.1) I ■
■
\ EXIST. TREES ■
\ TO REMAIN � � ♦s
/ G ♦#5 �O00
/ ♦♦ 4735-24-5077
\ \ /♦♦ IREDELL PROPERTIES INC.
\ // /♦♦♦ 1010-276
\ / / ♦♦♦ ZONED: R— lOM (COS)
/ ♦♦ P.B. 1, PG. 141
\ / ♦♦♦♦♦
\ V ♦♦♦
i
01
NOTES:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY:
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
i
W
N
KESTLER SURVEYING, INC.
2351 SIMONTON ROAD
STATESVILLE, INC 28625
[phone]
2.
SEE ARCHITECTURAL PLANS FOR BUILDING FOOTPRINT DIMENSIONS
PREPARED BY:
NARMOUR WRIGHT
1815 S. TRYON STREET, SUITE A
CHARLOTTE, INC 28203
[phone]
3.
CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES.
ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER
THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF
THE APPLICANT.
4.
ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS
AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION.
5.
TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW.
PERMIT REQUIRED FOR REMOVAL BY CITY OF STATESVILLE. ALL TREES
OVER 8-INCHES IN DIAMETER (4.5-FT ABOVE GROUND) IN SETBACK AREA
ARE PROTECTED BY LAW. PERMIT REQUIRED FOR REMOVAL BY CITY
ENGINEERING.
6.
TRASH SERVICE FOR THE SITE WILL BE CONTRACTED THROUGH A PRIVATE
COLLECTION COMPANY. COORDINATION FOR SERVICE IS THE RESPONSIBILITY
OF THE APPLICANT.
7.
DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
CURB RADII SHALL MEASURE 5' AT FACE OF CURB UNLESS OTHERWISE
zz
NOTED.
8.
LOCATIONS OF SITE LIGHTING ARE APPROXIMATE. THE FINAL NUMBER AND
w
LOCATIONS OF LIGHTS SHALL BE DETERMINED BY THE OWNER AND DUKE
ENERGY.
9.
ALL UTILITIES WILL BE UNDERGROUND.
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Project No: 19-039
Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
40 0 20 40 80
ONES ONES ONES
1 INCH = 40 FEET C-3mO

%1=r1t%AI ^1100
2'-0" VALLEY
CURB, TYP.
4735-25-3462
ST. MARKS BAPTIST CHURCH
926-218
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH
5' CONCRETE SIDEWALK
(NCDOT 848.01)
S58'30'37'E 517.60' (1)
4735-25-5115
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
PROP. DIRECTIONAL RAMP
(REF.NCDOT DETAIL)
PPOP CIIRR TPANCITI0N_
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-70 (COS)
APPROXIMATE MONUMENTATION
SIGNAGE AREA(S)
\ �7 45„
PROP. DIRECTIONAL RAMP
(wr7 N(Y1()T f1FTAII )
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
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4735-24-6828
JAMES T. STAPLES
1109-730
ZONED: R-10M (COS)
P.B. 1, PG. 747
SEE SHEET C-3.0 FOR
SITE PLAN NOTES
MATCHLINE SEE SHEET C-3.2
BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAW!
ML
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-3ml
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EXIST. TREE
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MOUNTING HEIGHT
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' '• o� TYP. I—561'22'42'E 149.61' (T)
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\ LIGHT POLE, TYP. z_—
\ \ \ DUMPSTER 20'R 10 4'R 4'R / ---- ____--
\\ W/ENCLOSURE O I
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\ J J I I
4735-24-5077
ACCESSIBLE PARKING
\ AND SIGNAGE / I REDELL1010 2 PROPERTIES INC.
`t ZONED: R-10M (COS)
\ \\zl. / 2'-0" VALLEY I ^ I P.B. 1, PG. 141
\ A \ / / CURB, TYP.
DIRECTIONAL
CURB RAMP
8' CURB -CUT FLUSH WITH
5-14-9633 \ \� 1 HEAVY DUTY CONCRETE TREE PROTECTION �+ I
4. CHAPMAN \ AND SIDEWALK FENCE, TYP. / / PROP. SCM
05-548 \ \ (REFER TO DETAIL) (REF. C-5.1)
R-70 (COS)
\ EXIST. TREES /
\ TO REMAIN \
101*
\ / EXIST. TREE LINE
/ /
OFFER / / /
/
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/
\ / 4735-24-5077
\ / IREDELL PROPERTIES INC.
1010-216
\ / / ZONED: R-10M (COS)
P.B. 1, PG. 141
/
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BEFORE YOU 1117'1IGI
CALL 811 OR 1-800-632-4949 Project No: 19-039
N.C. ONE -CALL CENTER
IT'S THE LAW! Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-302
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
SEE SHEET C-3.0 FOR
SITE PLAN NOTES
11.21.19
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926-218
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1074-275
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH — — — —
S58'30'37'E 517.60' (T)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-7,303
ZONED: R-10 (COS)
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1822-1709
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ACCESSIBILITY LEGEND
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KEN HILL ROAD
CITY MAINTAINED
ACCESSIBLE ROUTE LINE
2% MAX CROSS SLOPE, 5% MAX
LONGITUDINAL SLOPE
2% MAX SLOPE AREA IN ALL
DIRECTIONS
ACCESSIBLE RAMP
2% MAX CROSS SLOPE, 8.33% MAX
LONG. SLOPE
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
CARO` °°\
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BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949 Project No: 19-039
N.C. ONE —CALL CENTER
IT'S THE LAW! Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET C-3m3

4735-25-3462
ST. MARKS BAPTIST CHURCH I 4735-25-5175
926-218 BOBBY L. MORRISON
ZONED: R-10 (COS) 75
ZONED. R-20 (COS)
OLD WILKESBORO ROAD (SR 1645) 1
NO RECORDED ROAD R/W FOUND
/ 60' R/W ILLUSTRATED
NCDOT MAINTAINED
' SPEED LIMIT 45 MPH — —
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996-7,303 i
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4735-24-7070
RICHARD L. HOLLAND
1822-1709
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S58'30'37'E 517.60' (T)
-W / / --
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-(F� / �a1%
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REFER TO DETAIL • I I ■ CA � 5 jai ( ) � � ° � � / � •° I � ■
3 00
■ /
/ \ / PROP. BUILDING a, �, I ■ 9
\ / . ±31,100 SF i I / I ■�
FIFE: 919.25
EXIST. TREES
/ \\ TO REMAIN O1 rn
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BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAW!
POST CONSTRUCTION SUMMARY
TAX PARCEL NUMBERS:
4735-24-2817
DEVELOPMENT TYPE:
RESIDENTIAL
SITE AREA:
7.53 AC
SCM DRAINAGE AREA:
4.93 AC
EXISTING IMPERVIOUS:
8,706 SF
EXISTING BUILT -UPON AREA:
3%
PROPOSED IMPERVIOUS:
BUILDING:
32,274 SF
PARKING/SIDEWALK:
71,142 SF
TOTAL IMPERVIOUS:
103,416 SF
2.37 AC
PROPOSED BUILT -UPON -AREA:
32%
DENSITY:
HIGH
DEVELOPMENT OR REDEVELOPMENT:
DEVELOPMENT
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\ \ / U I E JAMES T. STAPLES Q
0) 917 7109-730 O
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MATCHLINE SHEET C-4.1
°) I MATCHLINE SHEET C-4.2
I I � --- •1 � o I �■ I
LFF.,� ' �' ■
KEN HILL ROAD
\ I ■ CITY MAINTAINED
1 ■
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I I g14 913 �o'i / :■ -r i--ss——--ss-—
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00 0—
`�\� �� of �;jz � ! GRADING AND STORM DRAINAGE NOTES:
D L rn I ~ ( 1. ON -SITE BURIAL PITS REQUIRE A PERMIT.
NQ, °� / / I i� 2. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
Ln I ■ N 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
I I� I ' IS A VIOLATION AND IS SUBJECT TO A FINE.
I \ 0�1
•� 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED
4735-24-5077 WITH INSPECTOR.
\ �+ ♦ ' / g11 ■ IREDELL PROPERTIES INC.
• - - rn . ■ 1070-216 5. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE
----- -
� � - �� / � 1p ■ ZONED: R-10(COS)
■ P.B. 1, PG. 147 ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
\ \s - - �- / = \ \ rn ♦ o PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY
\n``� c� J sr \ ♦♦ ■ OWNERS.
DENUDED LIMITS / a\ ■
4735-14-9633 \ T (5.85 ACRES) / ' I i 6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM
JOY M. CHAPMAN \ �� I I I: OF 0.5%
805-548 SLOPE ON THE CURB.
ZONED: R-10 (COS) _ gti� \ ■
IN 7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF
\ J TREE PROTECTION PROP. SCM WAY IF DEEMED NECESSARY BY THE INSPECTOR.
� � ♦`
\ \
FENCE, I REF: C-5.1 ® ■ 8. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEW AND DOES NOT ASSUME
\ \ (REFER TODETAIL) I \ i90 gp� �p RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED
\ EXIST. TREES 91 g1� °� Og RETAINING WALLS ON THE SITE.
\\
9 TO REMAIN ; \ , .�♦s �� 9. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF
WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO
\ \ w i :..�♦• \902' \ INSTALLATION.
_ _ \ / �♦ \ 10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY
\ �fi
\ \ \ � � • � FROM BUILDING(S) AT A MINIMUM OF 2%.
_904—
\ I / ♦ (� 11. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
♦110��•�5�� \ 12. STABILIZE ALL SLOPES GREATER THAN 3:1 WITH JUTE MESH.
\ \ \ I / ��P♦♦ - sos- - - - — 13. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE VERIFIED
- - �G� 1� ®♦
7 BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
P Tl
20 l♦00I 14. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO
\ PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE, AGGREGATE
\ �' <\ I \ \ \ / �' 25 ��5�1�i♦♦• BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
♦♦♦♦� 15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
4735-24-5077
1 / �♦ IREDELL PROPERTIES INC.
1010-216
\ \ I / y / �♦ ZONED: R—lOM (COS)
/ �♦ P.B. 1, PG. 141
\ 1 I♦♦ IF ANY DISCREPANCY IN ELEVATION, AS NOTED ON THE
�♦♦♦ GRADING PLAN, OCCURS ON SITE DURING CONSTRUCTION THE
/ \\ \\� �/�\ :.��♦� — — — — — — — — _ GENERALARCHITOECTACTOR AND CIIVILTOENGIONEERCT THE LANDSCAPE
IMMEDIATELY.
l �\
ML
GRAPHIC SCALE
40 0 20 40 80
ONES ONES ONES
1 INCH = 40 FEET
U R B
A
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DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
SEAL
27890
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-400

U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesi gn partners.
com
nc firm no: P-0418
sc coa no: C-03044
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4735-25-3462
Y
11.21.19
ST. MARKS BAPTIST CHURCH 4735-24-6018
4735-25-5115
926-218 BOBBY L. MORRISON JAMES K. RIDDICK &
(_�
4735-24-7070
ZONED: R-10 (COS) SAPHERIA RIDDICK
1074-996-1303
O
~ 0
RICHARD L. HOLLAND
1822-1709
ZONED: R-10 (COS) ZONED: R-70 (COS)
W
ZONED: R-10 (COS)
z
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OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND -
60' R/W ILLUSTRATED U)
NCDOT MAINTAINED /
SPEED LIMIT 45 MPH /
/ S' 1q.
% cz
\ \ ............................................■■...■■.■.■■.■.■��............■.�..■■...■ ■...■....■.. Li
N ] \\ ■■.
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\7 TBM: TOP H YD r � I
\ N ■ \ ELEV.• 975.91 \
/ - - - - - - - - - - - _ - - - -
i / / _ ��.�... ■ F=--w---� - =w=---w-= _ w - w==Pwa�_ w-- w- = FG920.60 --- - ==w-===w_�--w-- - - -- - ------ -- ��
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TC919.72 F.........■....■■...■■...■■...■■...�■...�■...
Q - - FG 919.75 - - - - ■
�6 2 BC 920.12 BC 920.00
BC 919.27 \ 2' SIpEWALK EASEMENT
TC 920.62 TC 920.50 _ _ � ■
Q / 2/f 925 / _ TC 919.77
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w w w BC 919.50 w Bc 919.14 w w / ■ ■
OPOg�o / / ♦ / t� �.' / rc s2o.00 Tc 919.64 ,�� o / ■
`w �� 0- Q� / l // �� /i °/ .�� 920 25' SETBACK 917 - - / / ■
j -oh //
Q. ' _ t 5 / \/ TBM: TOP H YD
APO ��G QNr O� \"`Pn�C / / // 41 ohe \ / I FG s18.75 / FG s15.88owl
^ °' ■
° ° BC 918.62 � ` ■
/ � �'�PR / / ■ / I° °a� res1s.12 I as ° r ■ � ■
/ S b / ■
so/ j .®C. / / TREE PROTECTION ii / ■
/ // / // �a• G� / FENCE, TYP. • / P°° / ■
8 E/ (REFER TO DETAIL) ■ / ' O � ■ }+
r �, ° /
0 / I ■
■
/ /" / 93s / �. / / / ■ / PROP. BUILDING � �I � � �, � i I ■
DENUDED LIMITS ■ 3 ±31,100 SF
i�♦♦ / / / (5.85 ACRES) ■ / ■ ■
/ ■ FIFE: 919.25 � �� ■
o�
EXIT. TREES / \ 0)
/ TO REMAIN ■ / 3 � � \ 7) °a � / / ■
/ \ ■ � FG 918.75 � � / �
/ \ BC 917.14 ■
/ \ J �\ / ■ / Q FG 917.95 FG 917.95 BC 917.60 TC 917.64 I ■ / ■
\ / / / ■ / \ 918 a-c.o1 TC 918.10 Fcsns2 /
� �� ■
/ \ / • `n o FG °°
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BC 917.80 BC 917.60 BC 917.14 / a p� p / / ■
/ PROP. 3:1 BC 917.40 \ TC 917.90 TC 918.30 TC 918.10 TC 917.64 ■ / �� /\ TC 917.90 \ FG / j� / / ■
F P o SLOPE
6 �� \ • / / BC 917.20 TC 917.44 a a' ■ /� �
\ 5� 0�6 09 / , \ \ • / _� / TC 917.70 FG 917.30 BC 916.25 m II 4735-24-6828 ■
BC 917.45 JAMES T STAPLES
i \ ♦ / / FG 917.10 917 FG 917.30 TC 917.95 BTC \ 917.85 TC 916.75 \ � \ 7109-730
8♦ I\� ZONED: R-10M (COS) ■
/ \ ♦ C 917.70 FG 917.10 / . ■ BC 916.44 P.B. 1, PG. 141 ■
i ♦ ^ /
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rn TC 917.32 h / ■
\ / \ ♦ TC 917.75 ° TC 916.85 \ I/ ■
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I \ i BC917.40 °° TC917.60 TC91/
TC 916.60 TC 916.40
\ I ... ♦ TC 917.90 a FG 917.30 FG 916.95 BC 916.10 BC 915.90 / / ■
BC 916.40 0
• '♦ PROP. 3:1 ■
\ \ I I \ ♦♦ I 1 �j BC916.44 TC916.90 � I ' ■
1 v TC916s4 aa/ �, / SLOPE
\ - - - \ \ \ I \ \ e ♦ BC 918.70 BC 918.00 a ,rd 0' BC 91 6.42/ I ■
\
TC 919.20 TC 918.50 �J
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918.55 TC 916.60
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\ \ ♦ BC 919.70 TC 917.90 BC 917.00 ( e ..li �p °' / / ■
\ X ♦. TC 920.20 - TC 917.50 FG 916.95 / BC 916.00\ \ \ 1` \ ♦♦ N BC
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\ \ \ °� TC919.26 °� a °Fcsn.85 TC917.75 FG916.47 FG915.55 / MATCHLINE SEE SHEET C-4.2 ■ o
- - - - - - - - - - - \ \ r CC9L1� 1
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BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
GRADING
LEGEND:
TOP OF
CURB
TC
BOTTOM
OF CURB
BC
TOP OF
WALL
TW
BOTTOM
OF WALL
BW
TOP OF
STAIRS
TS
BOTTOM
OF STAIRS
BS
BREAK POINT
BP
HIGH POINT
HP
LOW POINT
LP
YARD INLET
YI
EXISTING
ELEVATION
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Project No: 19-039
Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-401
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47,35-24-5077
\ \ \� \ \\ I ll // / / / / /♦•�♦ IREDELL 10R0 PERTIES INC1-216
\ / �•♦♦ ZONED: R-10M (COS)
\ / /♦♦♦ P.B. 1, PG. 141
06 to
i ♦�♦\� O
♦� 0 cn
BEFORE YOU DIG1
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
MATCHLINE SEE SHEET C-4.1 ■
S61 `22'42"E 151.97' (T) —
S61`22'42"E 149.61' (T) _
)P. 3:1
IPE
4735-24-5077
IREDELL PROPERTIES INC.
1010-216
ZONED- R-10M (COS)
P.B. 1, PG. 141
a
GRADING LEGEND:
TOP OF CURB
TC
BOTTOM OF CURB
BC
TOP OF WALL
TW
BOTTOM OF WALL
BW
TOP OF STAIRS
TS
BOTTOM OF STAIRS
BS
BREAK POINT
BP
HIGH POINT
HP
LOW POINT
LP
YARD INLET
YI
EXISTING ELEVATION
EX
U
R B
A
N
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
SEAL =
27890
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Project No: 19-039
Date: 04.02.19
Designed by: udp
ML
Drawn By:
Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-402

FP�p�0�v5���`���
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EXIST. TREES
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4735-25-3462
ST. MARKS BAPTIST CHURCH I 4735-25-5175
926-218 BOBBY L. MORRISON
ZONED: R-70 (COS) 74 ZONED.-20 (COS)
OLD WILKESBORO ROAD (SR 1645)
Kin RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH - - -
15" INV:918.80a _ 15" INV:917_50
18" RCP ' PROP. °j
\ PROP. CB-6 CB-5
\\ / 18" RCP PROP.
,\ .9 / CB-3
/ \ 18" RCP
\ \
-s24 �
- - \ a �`L PROP.-
\ - PROP. --FES-2-
\ CB-4
\� 4735-14-9633 C� �
\ JOY M. CHAPMAN ` \�
805-548- -
ZONED: R-10 (COS)
\ EXIST. TREES
\ \ TO REMAIN \
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-10 (COS)
4735-24-7070
RICHARD L. HOLLAND
7822-1709
ZONED: R-10 (COS)
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JAMES T. STAPLES
Lu ■ 1109-730
I I i ZONED: R-10M (COS)
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4735-24-5077
IREDELL PROPERTIES INC.
0)
■
1010-216
■
ZONED: R-10M (COS)
P.B. 1, PG. 141
os\
■
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18" RCP W/
ANTI -SEEP COLLARS
PROP. I
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♦♦♦♦♦♦
\ I \ \ / /�♦ � 4735-24-5077
♦♦♦♦ 01
IREDELL 1PRPER6TIES INC.
\ \ I / / / ♦♦♦ ZONED: R-10M (COS)
\ \ I / ♦♦♦ P.B. 1, PG. 141
000l
BEFORE YOU DI431 l /
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAWI o
l �
I
STORM DRAINAGE PIPE TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
SLOPE
LENGTH
SIZE &
MATERIAL
YI-15
CO-14
1.13%
48.8'
12" HDPE
YI-9
CB-8
1.61 %
74.8'
15" RCP
OCS-1
FES-0
1.00%
50.0'
18" RCP
JB-7
CB-6
0.83%
59.9'
18" RCP
CO-14
CB-13
1.07%
37.3'
12" HDPE
CB-17
CB-16
1.11 %
58.7'
15" RCP
CB-16
CB-12
1.52%
118.7'
15" RCP
CB-13
CB-12
1.00%
190.9'
15" RCP
CB-12
CB-11
1.67%
54.0'
15" RCP
CB-11
CB-10
1.27%
63.0'
18" RCP
CB-10
CB-3
1.16%
60.3'
18" RCP
CB-8
JB-7
2.33%
60.1'
15" RCP
CB-6
CB-5
1.16%
90.3'
18" RCP
CB-5
CB-4
1.12%
102.8
18" RCP
CB-4
CB-3
1.11 %
108.0'
18" RCP
CB-3
FES-2
1.40%
35.7'
24" RCP
DRIVEWAY IN
DRIVEWAY OUT
1.507.
86.5'
15" RCP
I
KENHILL ROAD
CITY MAINTAINED
STORM DRAINAGE STRUCTURE TABLE
STRUCTURE ID
STRUCTURE DETAILS
RIM: 911.56
INV IN: 907.50 (CB-4)
CB-3
INV IN: 908.00 (CB-10)
INV OUT: 906.50 (FES-2)
RIM: 915.41
CB-4
INV IN: 908.80 (CB-5)
INV OUT: 908.70 (CB-3)
RIM: 918.58
INV IN: 910.05 (CB-6)
CB-5
INV IN: 914.50 (ROOF-2)
INV OUT: 909.95 (CB-4)
RIM: 916.58
CB-6
INV IN: 911.20 (JB-7)
INV OUT: 911.10 (CB-5)
RIM: 916.30
INV IN: 913.30 (YI-9)
CB-8
INV IN: 916.00 (ROOF-1)
INV OUT: 913.20 (JB-7)
RIM: 913.04
CB-10
INV IN: 908.80 (CB-11)
INV OUT: 908.70 (CB-3)
RIM: 914.34
CB-11
INV IN: 909.70 (CB-12)
INV OUT: 909.60 (CB-10)
RIM: 914.45
INV IN: 910.70 (CB-13)
CB-12
INV IN: 910.70 (CB-16)
INV OUT: 910.60 (CB-11)
RIM: 918.64
CB-13
INV IN: 912.70 (CO-14)
INV OUT: 912.60 (CB-12)
RIM: 915.38
INV IN: 912.60 (CB-17)
CB-16
INV IN: 912.60 (ROOF-3)
INV OUT: 912.50 (CB-12)
RIM: 915.94
CB-17
INV IN: 913.83 (ROOF-4)
INV OUT: 913.25 (CB-16)
RIM: 919.47
CO-14
INV IN: 913.20 (YI-15)
INV OUT: 913.10 (CB-13)
RIM: 903.79
FES-0
INV IN: 902.00 (OCS-1)
RIM: 908.33
FES-2
INV IN: 906.00 (CB-3)
RIM: 917.87
JB-7
INV IN: 911.80 (CB-8)
INV OUT: 911.70 (CB-6)
RIM: 910.00
OCS-1
INV OUT: 902.50 (FES-0)
RIM: 916.37
YI-9
INV OUT: 914.50 (CB-8)
RIM: 915.87
YI-15
INV OUT: 913.75 (CO-14)
STORM DRAINAGE NOTES:
1. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 0.5% SLOPE ON THE CURB.
2. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT
OF WAY IF DEEMED NECESSARY BY THE INSPECTOR.
3. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT OF WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT
PRIOR TO INSTALLATION.
4. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL
SLOPE AWAY FROM BUILDING(S) AT A MINIMUM OF 2%.
5. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE
CONSTRUCTION.
6. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE
VERIFIED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
7. ALL YARD INLETS SHALL BE NYLOPLAST 15" STANDARD GRATES. REFER TO
SHEET C-8.0 FOR DETAIL.
8. ALL CATCH BASINS SHALL BE STANDARD PRECAST IN ACCORDANCE WITH
THE CITY OF STATESVILLE STANDARD DETAIL #ST-5. REFER TO SHEET
C-8.0 FOR DETAIL.
ML
GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
SEAL
27890
11.21.19
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-5mO

CONSTRUCTION SPECIFICATIONS
SCM INSET TABLE - SAND
FILTER
TOP OF SAND BED
A. EARTHWORK
1. THE FOUNDATION AREA SHALL BE CLEARED OF TREES, LOGS, STUMPS, ROOTS, BOULDERS, SOD AND UNSUITABLE SOIL. IF NEEDED TO ESTABLISH
PROJECT NAME:
NORTHGATE
GRATE TOP ACTS AS
VEGETATION, THE TOPSOIL SHALL BE STOCKPILED AND SPREAD ON THE COMPLETED DAM AND SPILLWAYS. THE FOUNDATION AREA SHALL BE
100-YEAR WSE: 910.74
EMERGENCY SPILLWAY TOP OF POND: 911.00
THOROUGHLY SCARIFIED BEFORE PLACEMENT OF THE FILL MATERIAL.
SEQUENCE ID:
1
50-YEAR WSE: 910.45
2. EXISTING STREAM CHANNELS IN THE FOUNDATION AREA SHALL BE SLOPED NO STEEPER THAN A RATIO OF ONE HORIZONTAL TO ONE VERTICAL.
18" CLEANED
THEY SHALL BE DEEPENED AND WIDENED AS NECESSARY TO REMOVE ALL STONES, GRAVEL, SAND, STUMPS, ROOTS, AND OTHER OBJECTIONABLE
SAND FILTER TYPE:
SURFACE
"CONCRETE"
25-YEAR WSE: 910.17
MATERIAL AND TO ACCOMMODATE COMPACTION EQUIPMENT. FOUNDATION AREAS SHALL BE KEPT FREE OF STANDING WATER WHEN FILL IS PLACED
WASHED
GRATE TOP: 910.00
ON THEM. THE BORROW AREAS SHALL BE CLEARED OF STUMPS, ROOTS AND UNSUITABLE SOIL. THE WATER QUALITY BASIN SHALL BE CLEARED
SAND BED
10-YEAR WSE: 909.58
° REFER TO DETAIL
0 ( )
AND ALL STUMPS REMOVED.
3. BEFORE FILLING OPERATIONS BEGIN, THE SOILS ENGINEER WILL TAKE REPRESENTATIVE SAMPLES OF EACH PROPOSED FILL MATERIAL AND TEST
DRAINAGE AREA (AC):
( )
4.93 AC
U R B A
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THEM TO DETERMINE THE COMPACTION AND CLASSIFICATION CHARACTERISTICS (PROCTOR TEST). ONLY THOSE MATERIALS AS APPROVED BY THE
SOILS ENGINEER WILL BE USED AS FILL ON THE DAM. GENERALLY SM OR SC CLASSIFICATION SOILS WILL BE ACCEPTABLE. COMPACTED EARTH FILLS
LAND USE/DEVELOPMENT TYPE:
RESIDENTIAL
°
TOP OF GRAVEL BED
0.5'
° 4.00.5'
SHALL BE CONSTRUCTED TO THE ELEVATIONS, LINES, GRADES AND CROSS SECTIONS INDICATED ON THE PLANS.
D E S I G
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4. AFTER STRIPPING OF FOUNDATIONS AND REMOVAL OF WEAK OR UNSUITABLE MATERIALS HAS BEEN COMPLETED, AND BEFORE START OF MATERIAL
PERCENT BUILT -UPON AREA:
42%
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PLACEMENT, COMPACTED EARTH SHALL BE USED TO FILL ALL STUMP HOLES, MINOR EXCAVATIONS AND DEPRESSIONS FOR CAVITIES INSIDE THE
FILTER FABRIC:
2-YEAR WSE: 907.94
EARTH FILL LIMITS.
PARTNERS
12" OPEN WEB TURF MAT
1-YEAR WSE: 907.59
5. FILL SHALL BE PLACED IN HORIZONTAL LAYERS OF NOT MORE THAN (9") LOOSE DEPTH. AS SOON AS FEASIBLE AFTER STARTING CONSTRUCTION
FOREBAY PRESENT:
YES
GRAVEL BED OR APPROVED EQUAL
O ° 6" ORIFICE: 907.33
OF A FILL SLOPE THE CENTRAL PORTION THEREOF SHALL BE BUILT AND MAINTAINED SLIGHTLY HIGHER THAN THE SIDES TO ALLOW FREE DRAINAGE
1318-e6 central ave. P 704.334.3303
BOTTOM OF GRAVEL BED
W/ TRASH RACK
TO THE SIDE SLOPES.
MEDIA DEPTH:
2.5 FT
charlotte, nc 28205 F 704.334.3305
1-INCH (WQv) WSE: 906.67
° (REFER TO DETAIL)
6. EACH LAYER OF FILL SHALL BE COMPACTED BY ROLLING WITH COMPACTION EQUIPMENT WHICH IS BEST SUITED FOR THE TYPES OF SOIL
urbandesignpartners. com
- • - • - • --\r - • - • -
ENCOUNTERED. FILL ADJACENT TO PIPE CONDUIT AND ANTISEEP COLLARS SHALL BE COMPACTED BY HAND. EACH LAYER OF FILL SHALL BE
FLOW DIVERTERS PRESENT:
NO
nc firm no: P-0418
°
COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY (STANDARD PROCTOR) WITHIN 2% OF OPTIMUM MOISTURE CONTENT. WETTING OR
sc coa no: C-03044
6" PERFORATED PIPE &
4'x4' OUTLET STRUCTURE �
DRYING OF THE MATERIAL AND MANIPULATION TO SECURE UNIFORM MOISTURE CONTENT THROUGHOUT EACH LAYER SHALL BE REQUIRED. DENSITY
GRAVEL UNDERDRAIN SYSTEM
6 °WALL THICKNESS
( )
TESTS WILL BE PERFORMED AT A FREQUENCY AS SPECIFIED BY THE SOILS ENGINEER. AS A MINIMUM, TESTS WILL BE PERFORMED ON EVERY THIRD
REGULATED BY:
STATESVILLE UDO §8.05
LIFT OR EVERY 1000 CUBIC YARDS WHICHEVER COMES FIRST. ALSO DENSITY TEST WILL BE PERFORMED WHENEVER FILL MATERIAL CHARACTERISTICS
SAND FILTER: CROSS-SECTION
BOTTOM OF POND: 905.00
CHANGE.
TREATMENT EFFECTIVENESS:
85% TSS
B. OUTLET DEVICE
° 0
1. OUTLET DEVICE COMPONENTS ARE TO FABRICATED AS SHOWN ON THE PLANS.
NC STATE PLANE X (EASTING):
1,432,268
S�
TO BE CONNECTED
-
2. CONTRACTOR TO SUBMIT DESIGNED SHOP DRAWINGS TO THE CIVIL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION TO THE OUTLET DEVICE.
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STRUCTURALLY
BOTTOM OF SAND: 903.50
SHOP DRAWINGS SHOULD INCLUDE PRECAST BOX DESIGN, TRASH RACK, GRATED COVER, ALUMINUM STEPS, AND ALL DRAIN/ORIFICE PIPING
NC STATE PLANE Y NORTHING
( )
754,651
_
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(REFER TO DETAIL)
1 0
REQUIRED.
27890
NOTES:
/
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C. CONCRETE
1. ALL CONCRETE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM C 94. AN AIR -ENTRAINING ADMIXTURE
' .F
1. "CONCRETE" SAND REFERS TO SAND THAT IS COMMONLY
00
BOTTOM OF GRAVEL: 902.50
SHALL BE ADDED. THE CONCRETE SHALL BE PROPORTIONED TO MEET THE FOLLOWING REQUIREMENTS:
COMPRESSIVE STRENGTH: MINIMUM 3600 PSI WATER -CEMENT RATIO: 0.40 - 0.50
4/I/'Ip111`5��``
USED IN CONCRETE MIXES.
`
SCM INSET TABLE - DRY DETENTION
ANTI -FLOTATION DEVICE
SLUMP: MINIMUM 3", MAXIMUM 5" AIR CONTENT: MINIMUM 5%, MAXIMUM 8%
2. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY ARE TO
0
7.0'Lx7.0'Wx1.5'D
COARSE AGGREGATE: 1" - 1 1/2"
BE STABILIZED PRIOR TO INSTALLATION OF SAND.
p V INVERT: 901.00
D. GRASSING
PROJECT NAME:
NORTHGATE
11.21.19
3. UNDERDRAIN PIPES SHALL BE 6" PERFORATED SCHEDULE
1. GRASS ALL AREAS DISTURBED BY CONSTRUCTION PER SPECIFICATION OF EROSION CONTROL DETAIL SHEET.
40 PVC (PER AASHTO M278) OR DOUBLE WALL HDPE (PER
SEQUENCE ID:
1
AASHTO M252). PERFORATIONS SHOULD BE V" SPACED 6"
E. PLANTING
ON CENTER ALONG 4 LONGITUDINAL ROWS SPACED 90'
1. PLANTINGS ARE DESIGNED PER THE GUIDANCE OF THE HARP (HABITAT ASSESSMENT AND RESTORATION PROGRAM) MANUAL.
SURFACE AREA:
10,845 SF (AT TOP)
APART.
2. ADDITIONAL PLANTING INFORMATION CAN BE FOUND IN CHAPTER A-3 OF THE NORTH CAROLINA STORMWATER DESIGN MANUAL.
SAND FILTER - OPERATION & MAINTENANCE
DRAINAGE AREA (AC):
4.93 AC
SECTION VIEW: SAND FILTER SCALE: NTS
SECTION VIEW:
OUTLET STRUCTURE SCALE: NTS
CO
CONSTRUCTION
LAND USE/DEVELOPMENT TYPE:
RESIDENTIAL
D
NO RUNOFF SHOULD ENTER THE FILTERS SAND BED UNTIL THE UPSTREAM DRAINAGE AREA IS COMPLETELY STABILIZED AND SITE CONSTRUCTION IS
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COMPLETED. ANY DISTURBED AREAS WITHIN THE SAND FILTER FACILITY DRAINAGE AREA MUST BE IDENTIFIED AND STABILIZED. FILTRATION CONTROLS
PERCENT BUILT -UPON AREA:
42%
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MUST ONLY BE CONSTRUCTED AFTER THE CONSTRUCTION SITE IS STABILIZED.
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FOREBAY PRESENT:
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SAND FILTERS SHALL BE INSPECTED QUARTERLY AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAT 1.0-INCH. RECORDS OF
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OPERATION AND MAINTENANCE WILL BE KEPT IN A KNOWN SET LOCATION AND AVAILABLE UPON REQUEST. TRASH AND DEBRIS SHOULD BE REMOVED
FLOW DIVERTERS PRESENT:
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AS NECESSARY. SEDIMENT SHOULD BE CLEANED OUT OF THE SEDIMENT CHAMBER WHEN IT ACCUMULATES TO A DEPTH OF MORE THAN 6 INCHES.
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FACE OF OUTLET
WHEN THE FILTERING CAPACITY OF THE FILTER DIMINISHES SUBSTANTIALLY (E.G. WHEN WATER PONDS ON THE SURFACE OF THE FILTER BED FOR MORE
REGULATED BY:
STATESVILLE UDO §8.05
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STRUCTURE
THAN 24 HOURS), THE UNDERLYING 3-INCHES OF FILTER MATERIAL SHOULD BE REMOVED AND REPLACED WITH FRESH MATERIAL. THE REMOVED
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1/4" HDPE PLATE
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SEDIMENTS SHOULD BE TESTED AND DISPOSED OF IN AN ACCEPTABLE MANNER (E.G. LANDFILL). SILT/SEDIMENT SHOULD BE REMOVED FROM THE
FILTER BED WHEN THE ACCUMULATION EXCEEDS 1-INCH.
TREATMENT EFFECTIVENESS:
85% TSS
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HDPE STRUCTURAL PLASTIC
THE SAND MEDIA SHALL BE SKIMMED AT LEAST ONCE A YEAR.
NC STATE PLANE X (EASTING):
1,432,268
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1/4" PLATE AND GRATING
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OUTLET CONTROL STRUCTURE SHALL BE CAST IN PLACE CONCRETE. A PROFESSIONAL ENGINEER SHALL CERTIFY CONSTRUCTION OF THE STRUCTURE
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SCALE: 1 - 20
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ZONED: R-10 (COS)
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4735-25-3462
ST. MARKS BAPTIST CHURCH
926-218
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH _ —
4735-25-5175
4735-24-6018
BOBBY L. MORRISON
JAMES K. RIDDICK &
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ZONED: R-10M (COS) N.C. ONE -CALL CENTER
10, P.B. 1, PG. 141 IT'S THE LAWI Date: 04.02.19
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BEFORE YOU DIQI
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Sheet No:
N.C. ONE —CALL CENTER
GRAPHIC SCALE
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FARM RD
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VICINITY MAP a
FIRE HYDRANT TEST
HYDRANT LOCATION:
TEST RESULTS:
DATE PERFORMED:
PRESSURE:
FLOW:
END OF KENHILL ROAD I
10/10/2018
60 psi
791 GPM
IWC B" PVC WATERLINE
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CONSTRUCTION NOTES:
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE, THE DESIGN ENGINEER, THE N.C. DEPARTMENT OF TRANSPORTATION.
ALL GAS, TELEPHONE, & POWER UTILITIES, AND ANY OTHERS AS REQUIRED.
2, ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NC DOT "POLICIES AND PROCEDURES FOR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR-
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK.
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE.
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
7. ANY EXCAVATED WOOD, ROCKS, ANDIOR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. N O ONSITE BURYING WILL BE
ALLOWED.
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT-13ASE TREE PAINT.
11. PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY.
12. DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES.
13. THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL, STATE, AND FEDERAL LAWS.
14. COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL.
16. COSTS OF ADAPTERS, ETC REQUIRED FOR CONNECTIONS OF PVC, C.L. AND D.I. PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE.
16. ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL, INCLUDE A NEW 19 OR WIDER GATE
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN
UNIT PRICE BID PER LINEAR FOOT OF PIPE.
17. ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12" DIAMETER UNLESS
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTES
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL.
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE (V2 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A LAND
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUND THE SITE.
4. AS PER N.C.G.S. 113A.-57(2)...IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
5. PURSUANT TO N.C.G.S, I MA 57(3)...PROVISIONS FOR AGROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS
SHORTER, EXCEPT AS PROVIDED IN 15A NCAC 46.0124(e),
B. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE REQUIRED IF STABILIZATION IS N07 ACHIEVED WITHIN
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS.
CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
SANITARY SEWER
General Notes
DETAIL # REVISED
S-14 MAY 2010
SCALE: SHEET#
N.T.S. 1 OF 1
CONSTRICTION NOTES:
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE, THE DESIGN ENGINEER, THE N.C. DEPARTMENT OF TRANSPORTATION,
ALL GAS, TELEPHONE. & POWER UTILITIES. AND ANY OTHERS AS REQUIRED.
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT "POLICIES AND PROCEDURES FOR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR-
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK.
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE.
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
T. ANY EXCAVATED WOOD, ROCKS, ANDIOR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. NO ONSITE BURYING WILL BE
ALLOWED.
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT -BASE TREE PAINT.
11. PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY,
12. DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES.
13. THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL. STATE, AND FEDERAL LAWS.
14. COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL.
15. COSTS OF ADAPTERS, ETC REQUIRED FOR CONNECTIONS OF PVC, C.I., AND D.I. PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE.
16. ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW 10' OR WIDER GATE
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN
UNIT PRICE BID PER LINEAR FOOT OF PIPE,
17. ANY PIPES WHICH MUST BE INSTALLED INSIDEA DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12" DIAMETER UNLESS
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTES
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL.
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA] SHALL REQUIRE A LAND
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITORAND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUNDTHE SITE.
4. AS PER N.C.G.S.113A: 57(2)...IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION,
5. PURSUANT TO N.C.G,S.113A.-57(3)...PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS
SHORTER, EXCEPT AS PROVIDED IN 15A NCAG 413.0124(e).
6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS -
CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
WATER LINE
General Notes
DETAIL # REVISED
W-18 MAY 2010
SCALE: SHEET#
N.T.S. 1 OF 1
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4735-25-3462
ST. MARKS BAPTIST CHURCH
926-218
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH - -
PROP. UNDERGROUND
PLASTIC METER BOX
WITH HOSE BIB
EXIST. TREES
TO REMAIN
\ EXIST. TREES
TO REMAIN
ON THIS SHEET
PROP. 3/4" WATER LINE
183 LF TEE TO BOX
PROP. UNDERGROUND -
PLASTIC METER BOX
WITH HOSE BIB
PROP. 2" PVC CONDUIT
FOR FUTURE ELECTRICAL
4735-25-5175
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-7303
ZONED: R-10 (COS)
PROP. UNDERGROUND
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RICHARD L. HOLLAND
1822-1709
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PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
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INVERT IN ELEVATION=884.51
INVERT OUT ELEVATION = 884.51
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4735-14-9633
JOY M. CHAPMAN PROP. SCM
805-548 \ �� REF: C-5.1 I ■
ZONED: R-10 (COS) \ / / I I
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PROP. 6%6" TAPPING \\ TO REMAIN \ ♦♦♦s
PROP. 3"x6" TAPPING
SLEEVE &VALVE SLEEVE & VALVE \ /♦♦♦♦
(STD: W-17) (STD: W-17) WC 8" PVC WATEI �\ \ /♦♦♦
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PROP. 3" DOMESTIC
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PROP. 6" FIRE SERVICE
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PROP. 6" PVC FIRE LINE
13 LF TAP TO ASSEMBLY
26 LF ASSEMBLY TO BFP
PROP. 6" FIRE DCV BFP-/
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PROP. 3/4' IRR. METER \ INFER ♦♦0 0,�E�O`�
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PROP. BALL VALVE BEHIND METER \ K 1� :♦♦♦♦
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PROP. 3/4'x4' TEE \ i,�SE�� ♦♦♦
19 LF BFP TO TEE \ i 25 / / ♦♦♦
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-PROP. 3" PVC WATER LINE SETBA \ / ♦♦♦
- -13 LF TAP TO METER - - / / i♦ 4735-24-5077
25 LF METER TO BFP \ 100"00 IREDELL PROPERTIES INC.
♦♦♦ 1010-216
PROP. 3/4" BFP \ / / ♦♦♦ ZONED. R-lG. (COS)
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SCALE: 1 " = 20'
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BEFORE YOU SIC!
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
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1 INCH = 40 FEET
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
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MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING MORE THAN 0.5" RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION 4735-25-3462
DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL sr. MARKS BAPTIST CHURCH
s2s-218
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS ZONED: R-10 (COS)
PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED 60' R/W ILLUSTRATED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS NCDOT MAINTAINED
DENSE VEGETATIVE COVER. /
SPEED LIMIT 45 MPH
EXIST. DRIVE &
12" CMP TO
BE REMOVED
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EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE
CLOTH & GRAVEL INLET PROTECTION
■---------■
DENUDED LIMIT
- - - ohe -
EXISTING OVERHEAD ELECTRIC
- - uge -
EXISTING UNDERGROUND ELECTRIC
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EXISTING GAS LINE
COL)
EXISTING UTILITY POLE
aD
FLARED END SECTION
POROUS BAFFLES
RIP RAP APRON
ROCK CHECK DAM
ROCK PIPE INLET PROTECTION
& HDPE SLOPE DRAIN
SANITARY SEWER (PROPOSED)
SANITARY SEWER (EXISTING)
SILT FENCE
F
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SILT SACK INLET PROTECTION
❑
SKIMMER
STONE SILT FENCE OUTLET
STORM DRAINAGE PIPE (PROPOSED)
STORM DRAINAGE (EXISTING)
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TEMPORARY DIVERSION DITCH
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TREE PROTECTION FENCE
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WATER LINE (PROPOSED)
WATER LINE (EXISTING)
EXIST. TREES)
TO REMAIN
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JOY M. CHAPMAN
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805-548
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DEMOLITION NOTES: \
1. EXISTING INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY PREPARED BY: \
KESTLER SURVEYING, INC.
2351 SIMONTON ROAD
STATESVILLE, NC 28625 \
[phone]
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. \
3. HOLD ON SITE PRE -CONSTRUCTION MEETING WITH NCDEQ EROSION CONTROL INSPECTOR PRIOR TO ANY DEMOLITION.
4. SITE IS OCCUPIED BY EXISTING BUILDINGS, STORM LINES, PAVEMENT, POWER POLES AND UTILITIES. IT IS CONTRACTO S
RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES THAT MAY HAVE UTILITIES ON THE SITE TO GET A DETERMINATI IF ANY
UTILITIES EXIST THAT WILL BE IMPACTED AND DETERMINE THE REQUIRED PROCEDURE FOR ABANDONMENT OF THE EXIST G
U TI LI TI ES. \
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND SEQUENCING OF DEMOLITION OR RELOCATION OF UTILITIES WITH
APPLICABLE UTILITY COMPANY.
6. CONTRACTOR TO REMOVE EXISTING STRUCTURES AS DIRECTED BY OWNER. CONTRACTOR TO REMOVE STRUCTURES, FENCES, SH DS
AND MISC. DEBRIS. \\
7. ALL MATERIAL GENERATED BY THE DEMOLITION, CLEARING AND GRUBBING SHALL BE HAULED FROM THE SITE BY THE CONTRACTOR
IN ACCORDANCE WITH THE IREDELL COUNTY HEALTH DEPARTMENT AND THE ENVIRONMENTAL PROTECTION DEPARTMENT
REGULATIONS AND ORDINANCES.
8. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN
REMOVED SHALL BE BACKFILLED WITH SELECT BACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND
COMPACTED PER THE REQUIREMENTS OF THE SPECIFICATIONS AND THE ON -SITE GEOTECHNICAL ENGINEER.
9. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL BE IN CONFORMANCE WITH ALL APPLICABLE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION AND CITY OF STATESVILLE REQUIREMENTS.
10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR
SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAG MEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
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4735-25-5115 4735-24-6078 1 - W I
✓AMES K. RIDDICK & z 4735-24-7070
BOBBY L. MORRISON SAPHERIA RIDDICK LLl - RICHARD L. HOLLAND
7074-275 996-1303 i Q 1822-1709
ZONED: R-10 (COS) ZONED: R-10 (COS) z ZONED: R-10 (COS)
\
4735-24-2817
JAMES P. GRAY HEIRS
93E-81, 73-177
ZONED: R-5MF CU
EXIST. DRIVE TO--,
BE REMOVED
15" HDPE SLOPE'► DRAIN
/ EXIST. TREES W/ 6'x6' RIP RAP ,APRON
/ TO REMAIN (NCDEQ: 1P.32)
)
/ SOIL /
DRIv TREE PROTECTION
FENCE, TYP.
\ (REFER TO DETAIL)
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STONE SILT FENCE OUTLET #1
(REFER TO DETAIL)
DRAINAGE AREA: 0.36 AC
4735-24-6828
1 JAM 11099-330PLES
i ZONED: R-10M (COS)
/ P.B. 1, PG. 141
/
DRAINAGE AREA
DELINEATION
Q`
�-STONE SILT FENCE OUTLET #2
/ (REFER TO DETAIL)
/ DRAINAGE AREA: 0.30 AC -
STONE SILT FENCE OUTLET #3
(REFER TO DETAIL)
DRAINAGE AREA: 0.49 AC
1
18" FES &
RIP RAP APRON
I N V: 902.00
4735-24-5077
IREDELL PROPERTIES INC.
1010-276
ZONED: R-10M (COS)
P.B. 1, PG. 141
0
STONE SILT FENCE OUTLET #4
(REFER TO DETAIL)
DRAINAGE AREA: 0.06 AC
/
L 16' SPILLWAY
/ ELEV: 909.50
/ LINE W/ GEOTEXTILE
FABRIC TO TOE OF SLOPE
STONE SILT FENCE OUTLET #5
y (REFER TO DETAIL)
DRAINAGE AREA: 0.09 AC
/ PROP. SKIMMER BASIN (PH1)
/ - _ DRAINAGE AREA: 4.74 AC
DENUDED AREA: 3.90 AC
BOTTOM ELEV: 906.00
SED. STORAGE: 1.5'
4735-24-5077 STORAGE DEPTH: 2.0'
IREDELL PROPERTIES INC. TOP OF DAM: 911.00
1070-216 MIN. DIMENSIONS: 70'x15O'
ZONED: R-10M (COS)
P.B. 1, PG. 141
s
EROSION CONTROL NOTES:
1. ALL "NCDEQ" NUMBERS REFER TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY EROSION AND SEIDMENT CONTROL PLANNING & DESIGN
MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM
THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ).
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
AND IS SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT 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 7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL AREAS MUST BE
SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO EROSION CONTROL
ORDINANCE FOR ADDITIONAL REQUIREMENTS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
A REPRESENTATIVE OF NCDENR.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN
10 FEET REQUIRE ADEQUATE TERRACING.
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
9. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS
OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
10. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND
R/W) MAY REQUIRE PE SEAL.
11. THE CITY OF STATESVILLE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE
STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT
ASSUME RESPONSIBILITY FOR THEM.
12. NON STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY MUST HAVE AN ENCROACHMENT AGREEMENT PRIOR TO
INSTALLATION.
13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
Q SEQUENCE.
IALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
Oz
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LU 14. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST
z BE PRESENTED AT PRE -CONSTRUCTION MEETING.
a
15. ALL OUTLETS (ORIFICES, GRATES, ETC.) ON PERMANENT CONCRETE OUTLET
Q= STRUCTURES SHALL REMAIN SEALED UNTIL SITE STABILIZATION IS ACHIEVED.
< U SKIMMER SHALL BE CONNECTED TO FACE OF OUTLET STRUCTURE THROUGH A
TEMPORARY 6" ORIFICE. ONCE EROSION CONTROL MEASURES ARE REMOVED AND
BASIN IS CONVERTED TO A PERMANENT STORMWATER CONTROL MEASURE, THE
TEMPORARY SKIMMER ORIFICE SHOULD BE PERMANENTLY SEALED.
16. COIR MESH BAFFLES IN SEDIMENT BASINS SHALL BE USED. SEE SECTION 6.65 OF
THE NCDEQ EROSION & SEDIMENT CONTROL DESIGN MANUAL FOR ADDITIONAL
INFORMATION. MATERIAL SUCH AS 700 G/M" 2 EROSION CONTROL BLANKET OR
EQUIVALENT SHOULD BE USED.
KEN HILL ROAD
CITY MAINTAINED
CONSTRUCTION SCHEDULE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP ON -SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR.
FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING
ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER EROSION CONTROL MEASURES AS
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. INSTALL ANY
ADDITIONAL MEASURES AS DIRECTED BY INSPECTOR AT PRECONSTRUCTION CONFERENCE.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. ONCE THE INSPECTOR APPROVES AND THE
GRADING PERMIT IS ISSUED, CLEARING AND GRUBBING MAY BEGIN.
5. INSTALL DIVERSION DITCHES, ROCK CHECK DAMS, INITIAL SEDIMENT BASIN, RIPRAP APRONS,
AND ALL OTHER EROSION CONTROL MEASURES AS SHOWN. DIVERSION DITCHES SHALL BE
LINED WITH NORTH AMERICAN GREEN S75 CHANNEL LINER (OR APPROVED EQUAL) AND
STABILIZED IMMEDIATELY.
6. BEGIN DEMOLITION, CLEARING AND GRUBBING THE REMAINDER OF THE SITE. CONTRACTOR
SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES DURING
GRADING OPERATIONS.
7. AS AREAS ARE BROUGHT TO GRADE, IMMEDIATELY STABILIZE THEM. SLOPE DRAINS AND
DIVERSION DITCHES SHOULD BE CONTINUOUSLY MOVED UP THE SLOPE AS FILL INCREASES.
8. GRADE IN THE DRIVEWAY AND PARKING LOT AND CONSTRUCT CHANNELS AND SWALES,
PROVIDING SLOPE PROTECTION AS NEEDED.
9. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE
SLIGHTLY ROUGHENED AND VEGETATE/MULCH IMMEDIATELY.
10. COMPLETE UTILITY CONSTRUCTION & STABILIZE THESE AREAS UPON COMPLETION OF
INSTALLATION.
11. CONTACT INSPECTOR FOR INSPECTION OF COMPLETED CONSTRUCTION.
12. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION CONTROL DEVICES AS
INSTRUCTED BY THE INSPECTOR.
13. REQUEST FINAL INSPECTION FROM INSPECTOR.
14. UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEVICES, SEEDING AS
NECESSARY UPON THIS REMOVAL.
15. SEDIMENT BASIN TO BE CONVERTED TO PERMANENT STORMWATER CONTROL MEASURE UPON
REMOVAL OF ALL EROSION CONTROL MEASURES. SAND BED TO BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE AND SKIMMER HAS BEEN REMOVED. PERMANENTLY SEAL THE
ORIFICE THAT WAS USED TO TIE THE SKIMMER TO THE OUTLET STRUCTURE UPON REMOVAL.
GENERAL NOTES:
•• ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND U.S. DEPARTMENT OF
AGRICULTURE.
•• FOR PHASED EROSION CONTROL PLAN, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
P\-)
BEFORE YOU DIC31
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER GRAPHIC SCALE
IT'S THE LAWI 40 0 20 40 80
1 INCH = 40 FEET
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
11.21.19
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-700

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100,100,
EROSION
CONTROL LEGEND:
CONSTRUCTION ENTRANCE
CLOTH & GRAVEL INLET PROTECTION
■---------•
DENUDED LIMIT
— — — ohe
EXISTING OVERHEAD ELECTRIC
— — — age
EXISTING UNDERGROUND ELECTRIC
— — — — e
EXISTING GAS LINE
EXISTING UTILITY POLE
aD
FLARED END SECTION
POROUS BAFFLES
RIP RAP APRON
ROCK CHECK DAM
ROCK PIPE INLET PROTECTION
& HDPE SLOPE DRAIN
SANITARY SEWER (PROPOSED)
S
SANITARY SEWER (EXISTING)
SILT FENCE
F=a
SILT SACK INLET PROTECTION
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SKIMMER
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STORM DRAINAGE PIPE (PROPOSED)
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— — — —
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4735-14-9633
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805-548
ZONED: R-10 (COS)
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ZONED: R-10 (COS) 1074-275 996-1303 i Q ZONED R— 2 170 (COS)
ZONED: R-10 (COS) ZONED: R-10 (COS) Fr Z
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OLD WILKESBORO ROAD (SR 1645)
NO RECORDED ROAD R/W FOUND
60' R/W ILLUSTRATED
NCDOT MAINTAINED
SPEED LIMIT 45 MPH
i
REMOVE & REPLACE
EXIST. ASPHALT AS
NECESSARY FOR
SEWER INSTALLATION
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® (REFER TO DETAIL) _
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/♦♦ 1010-2 \ M ♦♦♦♦ ZONP.B. R PG. 74105)
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SKIMMER SIZE: 2.0"
■
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ORIFICE DIAMETER: 1.5"
(REFER TO DETAIL)
■
■
■
4735-24-5077
■
IREDELL PROPERTIES INC.
■
1010-216
■
ZONED: R-10M (COS)
■
P.B. 1, PG. 141
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v� /♦ ��` ELEV: 909.50
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LINE W/ GEOTEXTILE
FABRIC TO TOE OF SLOPE
906— —
PROP. SKIMMER BASIN (PH2)
DRAINAGE AREA: 4.98 AC
DENUDED AREA: 3.85 AC
BOTTOM ELEV: 906.00
SED. STORAGE: 1.5'
STORAGE DEPTH: 2.0'
TOP OF DAM: 911.00
MIN. DIMENSIONS: 70'x15O'
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KENHILL ROAD
CITY MAINTAINED
SEE SHEET C-7.0 FOR
EROSION CONTROL NOTES,
CONSTRUCTION SCHEDULE
& MAINTENANCE PLAN
BEFORE YOU DI431
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
ML
GRAPHIC SCALE
40 0 20 40 80
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
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SEAL
27890
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-701
INCH = 40 FEET

RT�h 8"
1" CIA. HOLES TAPERED TO
1-10 DIA. ON OPPOSITE SIDE
¢y
FRAME. GRATE, AND HOOD AS PER
NCDOT STANDARD 840.03
1599CG5
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4° �d q�
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112"
41�• TOP OF
CONTRACTION
APPROX. DRAIN AREA • 92.70 SO IN
APPROX. WEIGHT WITH FRAME= 59.62 LBS
to' e a
O COVER VIEW
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JOINT ill $'TYPICAL
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314" RAD. TOP
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PLAN
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1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
rtners.com
24" CURB & GUTTER SECTION
,'
DETAIL 1S'
ISOMETRIC VIEW
FIG firm o: P-0gn
nctirm no: P-0418
JOINrsEALER
JOINTSEALER
°
3 _
114" 1"
_
-
sc coa no: C-03044
III/
R 118, R 118" 1" 117, / \1
SLIGHTLY BEVELED 14" 101 ,14^ O%EDIUSGE TOOLED EDGE 11
° a I�r 114' 118" RADIUS /7 /
SURFACETO • { I
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MINIMUMWEIGHT
383 LBS
20-1Q"
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e7h
PLACE SEALANT
IN SAW CU7 MATERIAL
MATERIAL
CONTRACTION JOINTS EXPANSIONJOINT EDGE
NOT PLaiI1FE 0R,VN5 TO WA7FH,4AY5
16.25
`YY\111I/hI
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SPECIFICATION
CLASSA-48RON MEETING
11
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TRANSVERSE EXPANSION JOINT CONTRACTION JOINT
0
RMIN4FRTS
21-112" 12'
2
SECTION VIEW
ti
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27890
Notes:
2,
NOTE:
NYI-oaLgsr D1ICTILEIRON
���
=
1. CONTRACTION JOINTS SHALL BF SPACED AT 10 FOOT INTERVALS UNLESS A CURBING MACHINE IS USEn, THEN 15 7007 JOINT SPACING
MAY BE USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
TH
N07ES:I�Rll
1. BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS
TYPE "]E"
34-412"
GENERAL NOTES: SECTION A -A
1. INSTALL 112' EXPANSION JOINTS AT 50' O.C. AND WHERE WALKS ABUT OTHER WALKS, OR
OTHER CONSTRUCTION. SCORE WALK TO A OEFTH OF D14 AT 5' TO 6' O.C.
1.12
16.13
�i �.••. `�.•.
i� /p '�I'/G I Nf``. • \� `�
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JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1121NCH SHALL BE OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
2. USE GRATE.
3. FOR BOXES 8' pEEP ANp LESS USE 6"THICK WRLLS ANC BOTTOM SLAB, FOR BOXES GREATER THAN 8' DEEP USE ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. 7HE CASTING SHALL BE SMOOTH,
2. ALL SIDEWALKS SHALL BE 3W0 PSI.
3. CONORETE SHALL 8E BROOM FINISHED WITH 2.5" STRIKING AROUND EDGES TO GNE A
/lI D • S YYN\�
//
4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENTTO ALL RIGID OBJECTS.
8" THICK WRLLS AND BOTTOM SLABS. TRUE TO PATTERN, ANO FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS.
4. STEPS SHALL BE REQUIRED FOR BOXES OVER T-5" DEEP. STEPS SHALL BE 1T ON CENTER AND IN ACCORDANCE 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
PICTURE FRAME APPEARANCE.
/ / I I II I I I I11
5. ALL CURB AND GUTTER SHALL HAVE A 30W PSI COMPRESSIVE STRENGTH (off 28 DAYS.
6. WHEN NECESSARY AS PER NCDOT OR THE CITY ENGINEER, USE MOUNTABLE CURB AND GUTTER AS PER NCOOT STANDARD #846.07.
WITH NCDOT SPECIFICATIONS. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM.
5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL J138 VERCHA.AVE
ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFOFW. GA 30518
DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.446 oL1CTILEiION L� PHN (770) 93MAO
•I •I 2 •I
1 1 • L 1
•I
• 1
oi9T^T Syf DETAIL # REVISED o� AT DETAIL # REVISED o aT DETAIL # REVISED of AT DETAIL # REVISED GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylaplast AX �°;� 4M �,,,
CITY OF STATESVILLE STREET sTa MAvzolo CITY OF STATESVILLE Roaoways ST-5 - ,,, _ ,� CITY OF STATESVILLE STREET ST-7 - ,;_ rt� CITY OF STATESVILLE STREET ST-9 MAY2010 QUALITY: MATERIALS SHALL CONFORM TOASTMA536GRADETO-0O�AS TEPRODUCTIONOFT45PRINTORAICAL INFORMATION SHOWN :REN RE4TBEI7BY EBC PROJECiNOJNALIE
G ri REPRODUCTION OF THS PRINT OR ANYIHFORMATION TRLE
Mgiflll ,lGlRIILT"■ -
U
INgfS10'.M K m.
Standard Precast
IN�IRIAY�46pNlT"■
Storm Sewer Frame
iNuusTlir u
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE
OF ANY SATE 3-746
1s IN STANDARD GRATE ASSEMBLY
SCALE: SHEET#
PUBLIC WORKS DEPARTMENT Curb & Gutter Section
'�rq�pgOt
�p � PUBLIC WORKS DEPARTMENT
'PTy'
SCALE: SHEET# �o ti�
and SCALE:
PUBLIC WORKS DEPARTMENT
SHEET# SCALE: SHEET#
�p PUBLIC WORKS DEPARTMENT Concrete Sidewalks
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR
7001-110-032 ISFORII DEN, "OEPTBYSPEGIFICWRITTEN
THE DISCLOSURE TO OTHERS
A
1g 7001-J19-E08 REV'
N.T.S. 1 OF 1
OZ Catch Basin
N.T.S. 1 OF 1 Oi
Cover N.T.S.
1 OF 1 Oi N.T.S. I OF 1
PERMMONFROM NYLOPLAST.
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4" x 4" POST
NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
� Q.
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1. CURB SHALL BE DEPRESSED AT
DESIGNATED AREAS EVEN IF SIDEWALK IS
44"
"
I ='-4 1/2"
C�
(/�
NOTTHERE ISOMETRIC VIEW
2. ALL HANDICAP ACCESS RAMPS SHALL BE
1 X 6"
2'-3•
-1 1/z"
INSTALLED AS PER A.D.A. SPECIFICATIONS.
3. NO SLOPE ON THE WHEELCHAIR RAMP
SECTION A -A
SECTION B-B
SECTION C-C
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SHALL EXCEED 1"i12"(GRIN
RELATIONSHIPrOTHEGRAnEOFTHE
VALLEY CURB AND GUTTER
O }'
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2" x 2" NAILING STRIP
SCALE: NTS
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SEE PLANS
PAVEMENT SIDEWALK
_-_ -- ---
12"
,
6' CO NC. PAD
6
MINIMUM NUMBER MINIMUM NUMBER OF
ACCESSIBLE PARKING REQUIREMENTS
-1 1=11I=I-i '- 1z:1 MAXSLQPE
18"
ELEVATION
TOTAL PARKING SPACES OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE PARKING
SPACE PAVEMENT MARKINGS
(A
© ©
CURB
SECTION A -A
6"x6"x1.4"W WWM
NOTES:
1 TO 25 1 1 SIGNAGE-� ® ®
® ® © © ® ©
MUTCD
L.L.
a)
T DETAIL# REVISED
4'
COMPACTED SUBGRADE
�:LCONCRETE
1. ALL WOOD TO BE PRESSURE TREATED
26 TO 50 2 1 (MUST NOT OBSTRUCT
ACCESSIBLE ROUTE)
ACCESSIBLE ROUTE
V A N R7-8P
ACCESSIBLE 12"x6"
N O MUTCD RESERVE D
o y
` CITY OF STATESVILLE STREET
ST-,0
„WO."WW""
FOOTING
40 CCA OR EQUAL.
2. ALL HARDWARE TO BE GALVANIZED
51 TO 75 3 1
76 To 100 4 1
(SEE NOTE 2)
R7-1
PARKING 12•x,9- PARKING MUTCD
R7-8
-
�
m
SCALE: SHEET'
�b v� PUBLIC WORKS DEPARTMENT Accessible Curb -Cut
�Ty`O N.T.S. 1 OF 1
SECTION
UNLESS OTHERWISE NOTED.
50. sTD. No
101 TO 150 5 1 50.09 FOR
DIMENSIONS__,
® ® ®
RESERVED Murco
PARKING
12"x18"
ANY ICE
(�
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151 To 200 s 1®
®
R7 8
,2"x,8"
TIME
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L0
201 TO 300 7 2
ONEOUTOF EVERY
-
WALL
SECTION
301 TO 400 8 2
401 TO 500 9 2 11' 5'
SIX (6) ACCESSIBLE
8' 8' 8' 8' S' g' SPACES, BUT NOT
LESS THAN ONE, IS
OPTIONAL MAXIMUM SUPPLEMENTAL
PENALTY ACCESSIBLE SIGN
LOADING 12'x9"
Iz"
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501 TO 1000 2% OF TOTAL 1 IN EVERY 6
ACCESSIBLE SPACES VAN
REQUIRED TO BE VAN
ACCESSIBLE, PER
VAN
ZONE $250
3,.e
W
-0
W
BRICK ROWLOCK
° °
SPACACCESSIBLE
SECTION 1106.5 OF
ACCESSIBLE NC STATE BUILDING
CODE
MAXIMUM SUPPLEMENTAL
PENALTY ACCESSIBLE SIGN
5O 12•x9•
p
cr
1001 AND OVER EACH 100 OVER FOR 000 ACCESSIBLE SPACES RY 6 (OPTIONS 1)
(OPTIONS 2)
G5�"- s
SEE STANDARD N0. 50.10C FOR
U)
00
6" I.D. STEEL ROUND TUBE SLEEVE HINGE.
° °
SIGN DETAIL
O
WELD TO GATE FRAME. (TYP.) WITH
GREASE NIPPLE CENTERED
S 0 LD I ER COURSE
°UPPLEMETAL
o
REFERENCE: SECTION 1 106 OF INCNC BUILDING CODE
-0
EQUAL EQUAL
FENCE AND GATE TO BE
HORIZONTAL AND PLUMBS
F3 BU X 1/ SEE
TUBULAR STEEL E
BRICK RUNNING BOND TYP.
10
1. ALL 12"08" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7
FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING
C
TYP. 1 1 4" I
NOTE: BRICK SELECTED BY
1
OWNER. �,
HEIGHT CAN BE REDUCED To 5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED To
0
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0
12„
USE.
2"X4" TOP RAIL
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED
I�
6„ q1"X2" STEEL RECTANGULAR
TUBE SPACER (TYP.)
2"X2" VERT. & HORIZ.
LATTICE
AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE.
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES.
�'� f SIGN R7-8P
ACCESSIBLE
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4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
F
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~
2"X4" MID RAIL
-
"
DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
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2"X4" VERT. STYLE -BOTH SIDES
#3 REBAR C� 24 OC VERTICALLY1
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
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"X6"
TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL
RESERVED
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1 T&G VERTICAL SIDING
RABBIT LIT. LATTICE AND VERT. SIDING
TO THE BACK OF THE RAILS AND STYLES.
SOLDIER COURSE
° °
° °
INFORMATION.
��
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PARKING
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ATTACH WITH EXTERIOR GRADE SCREWS.
12' ;
A C C E,,= S E3
H
L E3
f SIGN R7-8
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Lu
X 1 /4 ROUND
LAP LIT. RAILS AND STYLES AS SHOWN,
ATTACH WITH EXTERIOR GRADE SCREWS.
>-
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stop PLA E (TYP.)
ATTACH 2"X4" RAILS & STYLES TO
TO GATE FRAME WITH 1 4
HORIZONTAL REINFORCING
,
-+-
E
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3"
STAINLESS STEEL BUTTON HEAD
EVERY 6TH COURSE
I
U5
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BOLTS WITH LOCK WASHER AND
>
12"
NUT. SIZE LENGTH TO FIT WITH
MAXIMUM. 1 2" EXTENSION BEYOND
„
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NUT. BOLT HEADS TO FACE OUT.
2'X4' BOTTOM RAIL
6 CONCRETE PAD,
MAX0
MAXIMUM
� PENALTY SUPPLEMENTAL
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-- -- - - - - - -----------
3600 PSI 28 DAYS
z $ 250
••
GATE POST TO BE 6" I.D.
ROUND STEEL TUBE WITH
A
ACCESSIBLE SIGN
Dp
30�� 6" CONCRETE (360OPSI) CANE BOLT - PROVIDE SLEEVE
w/ 6"x6" WWM CLOSED
(4" MIN) ROUNDED CAP
PENALTY
R7-8P
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POSITIONSFOREACHGATE
X-X X-X-X
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CONCRETE POST FOOTING
DIMENSIONS (INCHES)
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BELOW BOTTOM ELEVATION NOTES:
ILO
~ OF SLAB
6 X6 X WWM
= Z
DO
$2,50
A B c D E F G H J K
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1-
1-
1 • ALL WOOD TO BE PRESSURE
TREATED 40 CCA.
3/8" (TYPICAL)
12 s 3/8 3/a 1-1/2 1-1/20 1/2 1D 2-1/2 4
1-1/2
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2. ALL HARDWARE TO BE GALVANIZED UNLESS OTHERWISE
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3. ALOL STEEL POSTS AND GATE FRAME TO PRIMED AND PAINTED
WITH 2 COATS EACH. COLOR TO BE SELECTED BY OWNER.
3/8" (TYPICAL)
C S 2 0 e 3 7 . 6
.INCREASE SPACING 50%
(FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS
w FINISHED GRADE
4LD-FHWA
:, ..
Project NO: 1 9-039
4. ALL STEEL MEMBERS TO BE SHOP WELDED. PROVIDE SHOP
DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
#3 REBAR @
r 1.3 10"
III III
GATES
Date: 04.02.19
5. RETAINING WALL AND FOOTINGS BEYOND NOT SHOWN.
SEE DETAILS THIS SHEET.
� 2 O.C. LONGITUDINALLY
LEGEND AND BORDER -GREEN
u.
I
24" O.C. HORIZONTALLY
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
Designed by: udp
BACKGROUND - WHITE
NOTE:
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6
SUPPLEMENTAL
VAN ACCESSIBLE SIGN (R7-8P) USED IF
Drawn By:
THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
Sheet No:
PARKING SIGNS ERECTED AFTER DECEMBER 31,1990
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE.
DUMPSTER
ENCLOSURE
DETAILS
SCALE:NTS
ACCESSIBLE
PARKING
& SIGNAGE
STANDARDS
SCALE: NTS
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NOTES:
yyH Z
It" EXPANSION JO:
STD. 848.01,
rp-n 0
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND (SEE
m z = >
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
= O D n m
= N o o
PLACE A GROOVE JOINT 1" DEEP WITH 1/g" RADII
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IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
�=�z
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
D
D
INTERVALS. A Y2" EXPANSION JOINT WILL BE REQUIRED
rn H
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
a
Z N
SIDENA
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES. 4^�
1,b" RAID SURFACE OF
SIDEWALK " EX
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0
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TRANSVERSE EXPANSION JOINT
o W
0
IN SIDEWALK PLAN VIEW
¢
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It" EXPANSION JOINT
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FILL 4$ WIDE x 1 DEEP GROOVED OR
= Z
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SAWN JOINT WITH JOINT
rn C
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BUILDING, /
SEALING COMPOUND
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=
WALL, ETC.
RAE)
Lzu
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PROPOSED
OCONC.
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P
P CONCRETE ROP• CBrG
oPAVEMENT
SIDEWALK
SHEET 1 OF 1
CAD ,,.,
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
I CAD „4
2'-5" cuas a avrmw
�`��•. ii END TREATMENT
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ME OF PAYL4%W
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n. fs
�
`.lr �,_ARw,aN
PAY LIMITS FOR 1 CURB RAMP
C833% rl?:a) MAX RAMP SLOPE
(a; cRoss saoPR: z
ii` cuRR RAMPS RRQ_ A ("') MIN _ uxDiND
WITD A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.6tlK, N'NSRb PEDRSZRIANS PERFORM NRNING MANEWERS.
SLOI•R TO DHAIN TD CUAB.
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TSlandnrd ConCfele
t DAch Sid. s5D.01
I IRipRDp or Matting)
IH4
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R�]D'
EDGE Of 1'rIvv4NT
EDGE OF PAVtYam 170rnNG ROM EOGI of MYpaw
tL1Y
-• NOTE: Permanent Drpinoge oasements may be required to accomodate drainage he3yond tho right -of -sway.
RECOMMENDED ROAD C0tgNECTI0N
WITH CURB ANn GUTTER
NDNWALR �
iy
l' J
TYPE 16 y
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1' '- ""NGRRra DrPRF�sFD "GRR
B.]]M "I1�ALIXOSWPS �` MfN
TYPE 1
REFER TO ROADWAY STANDARD DRAWING NUMReR eI&OS SHEET 3 OF S FOR ALL TAMP NOTRS
-0" TO EDGE OF PARKING SPACE
EDGE OF PARKING
SPACE
SEE PLAN FOR
PAVEMENT TYPE
=III I a all
q 4 a
d m
COMPACTED SUBGRADE
#5 REBAR @ l'-6" DEPTH IN
UNDISTURBED SOIL. HAMMER
SHARP END AND RECESS FROM
TOP OF WHEELSTOP 1/2".
CONCRETE OR PLASTIC
WHEELSTOP
CONCRETE CURB STOP
LANE WIDTH (L)
LANE WIDTH (L)
LANE WIDTH (L)
LANE
WIDTH (L)
L/2
!? L/2
L/2
L/2
L/2
(TYP) T
NOTES:
1. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THEY SHALL BE NOT
LESS THAN 150 MM (6 IN) NOR GREATER THAN 6DO MM (24 IN) IN WIOTH.
2. IF TRANSVERSE ONES ARE USED TO MARK A CROSSWALK, THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M (6 FT). IF DIAGONAL OR
LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK, THE CROSSWALK SHOULD NOT BE LESS THAN 1.5 M (6 FT) WIDE,
3. IF USED, THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 306 TO 600 MM (12 TO 24 IN) WIDE AND SPACED 300 TO 1500 MM (12 TO 60 IN) APART,
THE MARKING DESIGN SHOULD AVOID THE WHEEL PATHS, AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH.
IDTk
ALK,
i Is
NOT
V 1'
OF
IMP]
CURB TRANSITION SCALE: NTS r PIANO -STYLE CROSSWALK SCALE: NTS I
SAW CUT JOINTS
EXISTING PAVEMENT
4 0
a .
NEW ASPHALT 'SUPER PAVE S9.5B' ° a
TO MATCH EXISTING PAVEMENT'
AVEMENT ° • ° "
THICKNESS OR 2.5" MIN. ° D
8 8
a F • , Il s
EXISTING
STONE
d a
COMPACTED
l!l l�!lll
ABC STONE $,
1111 IIIII J
f V
COMPACTEDJ
-11111111-1�
BACKFILL
III�III�
U�RIES
IIIIf��l �'
-11_1111
.
I1
COMPACT SELECT
BACKFILL IN G" LIFTS p•p' _
( MATERIAL NO
/
LARGER THAN 1")
SEE NOTE # 1 '�
Q - •
NOTES: SEE NOTE # 2 $
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED OF # 57 STONE AT LEAST
6' THICK BELOW
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16. WHEN TRENCH IS GREATER THAN 16 DEEP PLACE AN
ADDITIONAL V OF CUSHIONING STONE FOR EACH 2' OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12'.
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND
BACKFILL WITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY.
4- WHEN WORKING WITHIN NCDOT RIGHT-CF-WAYS IT MAY BE REQUIRED TO ADD A ONE (1]
INCH ASPHALT
OVERLAY OVER AND AROUND THE CUT AREA
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETER
LESS THAN 14'
12'
W' TO 36"
18,
MORE THAN 24'
24"
DETAIL# REVISED
CITY OF STATESVILLE SANITARY SEWER 5-11 MAY 2010
PUBLIC WORKS DEPARTMENT Trench, Bedding, & SCALE: SHEET#
Backfill in Paved Roads N.T.S. 1 OF 1
w w • BRACE TRENCH AS REQUIRED
w w w w w v w BY EXISTING SOIL CONDITIONS
LOOSE BACKFILL W . . • , • W • . • . w, Y' w w * v- W w w w w m W w
HEAPED UP TO
PROMOTE . W W • 111 I w w + `/
VEGETATION W ` - • � - w
GROWTH " . -�
• .... yy�y
y
'y y yyw y, y y
COMPACTED 6 IIIII=11 /�/
BACKFILL :.
Il-III //ram//�
COMPACT SELECT
�\/\// /
BACKFILL IN 6" LIFTS -111�
( MATERIAL ND
LARGER THAN 1"
/PIpE
SEE NOTE#1 �~ OP
SEE NOTE # 2 I 14
NOTES'
PIPE DIAMETER
1F
LESS THAN 14'
12'
14" TO 36"
18'
MORE THAN 24'
24"
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED OF # 57 STONE AT LEAST V THICK BELOW
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 161. WHEN TRENCH IS GREATER THAN 16' DEEP PLACE AN
ADDITIONAL 1" OF CUSHIONING STONE FOR EACH T OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOILAS DIRECTED BYTHE ENGINEERAN❑
BACKFILL W ITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
T DETAIL# REVISED
CITY OF STATESVILLE SANITARY SEWER &12 MAY 2010
iNpmAr AGIKOIruAr
PUBLIC WORKS DEPARTMENT Trench, Bedding, & SCALE: SHEET#
- ov Backfill Off Road N.T.S. 1 OF 1
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CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
SANITARY SEINER
Utilities in RM
DETAIL # REVISED
S-13 MAY 2010
SCALE: SHEET#
N.T.S. 1 OF 1
BACK OF CJRB
UP TO 1.5% 70P OF CONCRETE CURB (BEYOND)
J
(2.0% MAX) RAMP SLCPE UP TO
DETECTABLE WARNING
75% (8.33% MAX) 1/2- EXPANSION JOINT
SW TRANSITION
SEE DETAIL 10,3513
PANEL -SEE
SIDEWALK
TRANSrFION ' ` • • •" NON -WALK SURFACE
PANEL - SEE 6
NOTE 5 2' MIN,
_ _ _ _
U RBA N
NOTE 5
s
Up s7.5% p
!� o UP ro 7.sc. MATCH
I$'�
VARIES 4
L.-
2" TO 5.0' 6"
D E S I G N
SIDEWALK WIDTH
F THERE IS AN
SEE 2'-6" CURB DETECTABLE WARNING NTERSECTING
TOE OF RAMP -A
` •
AND GUTTER 2' MIN. WIDTH IN RAMP, A TURNING
DETAIL BELOW DIRECTION OF SPACE/LANDING Is
PARTNERS
R6' RADIUS
VARIES .
PEDESTRIAN TRAVEL REQUIRED WITH
` • CONCRETE
SECTION A -A 1.5% (2% MAX.}
CROSS SLOPE AND
1318-e6 central ave. P 704.334.3303
SIDEWALK (OR
TURNING SPACE: IF
RUNNING SLOPE
charlotte, nc 28205 F 704.334.3305
INTERSECTING RAMP}
" FLOWUNE DEPTH
urbandesignpartners. com
AT RAMP LOCATION
nc firm no: P-0418
PLAN
TYP. 3-4a T$} SN Ton$w N PwIl
sc coa no: C-03044
RAMP RUNNING
EDGE OF (UP To s% MAX.) rl uu1 1 fu Nx1
PAVEMENT
SLOPE UP TO 7.57 1/2' EXPANSION JOINT (TYP,)
(8.33% MAX)
(INCLUDES
• DETECTABLE` CROSS -SLOPE . W � NON --WALK
I' s
SURFACE
IIIII 111/777/
WARNING) 1-5% {2-00% MA
z _s
CURB AND GUTTER
\11111j1
- W
TOE OF RAMP
2'-6" CURB AND GUTTER DETAIL
VARIES` n° °° °°°°°°°°°°°°°°°°°0
MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS
/�
NOTES:
_ �'
• ,.
1
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
- SEAL -
5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
6-FOOT SIDEWALKS WITH CURB RA➢II OF 30 FEET OR LESS
-
27890
CURB HEIGHT
= =
VARIES 0- TO 6" SIDEWALK TRANSITION
1' f� SEE NOTE 2 PANEL - SEE NOTE 5
8-FOOT SIDEWALKS WITH CURB PAOR OF 25 FEET OR LESS
2- DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE VSED WHENRA PLANTING
STRIP (NON -WALK SURFACE) 1$ PROVIDED. 00 NOT USE THIS DETWL IF THERE IS HARDSCAPE
-
•• '•
`
•'�"'
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT
/A��/�
�i�/p V I NE��•���
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
i� ••. \\
CONSTRUCTION JOINT (TYP.)
RETURNED CURBS.3- ALL
//A/IIIDIIII111111\
4. ENSURE FLUSH COHOITONSTAT RAMP TO GUTTER TRANSITION
PERSPECTIVE
S. SIDEWALK TRANSITION PANEL: PREFERRED DESIGN IS T.5% 2.0% N ALL INPEC 04S IN FRONT
c MAX))
OF GRADE BREAK &DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST T k NO E CEED 2%.
CROSS -SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >2%- TRANSITION
TO 1-5% (70% MAX) CROSS -SLOPE AT TOF OF RAMP.
11 21 1 9
SCALE:NTSr DIRECTIONAL CURB RAMP
MANHOLE RING, AND COVER
(SEE DETAIL)
If2 PIPE DIA. 213 PIPE DIA,
SECTION THRU TROUGH
GROUT MANHOLE FRAME
TO THE TOP OF MANHOLE
GRADE RINGS AS REQUIRED
A
" USE AN APPROVED BITUMINOUS
a 4, BASE SEALANT APPLIED TO TOP
OF CONE SECTION
STEPS SHALL BE PLACED `
AT 12" ON CENTER AND SHALL CONFORM
TONCDOTSPECIFICATIONS e '
USE ECCENTRIC CONE
GROUT ALL
° ° a EXTERIOR JOINTS (TM
ALL JOINTS TO BE TONGUE & GROOVE WI • �� o
PREFORMED BUTYL RUBBER (MASTIC} GASKET 4 4'
MEETING AASHTO M-198, ASTM. C-990 - d
d < 4
4' I.D. PRECAST MANHOLE 4 l2p
TO MEET REQUIREMENTS OF
ASTM C478, AASHTO M-199 a , 1 5I I' ) as P�F
A I0
l $' MIN q5 ri�q °REo
d
NOTES:
u
1. MANHOLE DESIGN SPECIFICATIONS
SHALL CONFORM TO LATEST ASTM AND
NCDOT SPECIFICATIONS FOR "PRECAST
REINFORCED CONCRETE MANHOLE
SECTIONS'. 4'
2. DESIGN SHALL MEET H-20 LOADINGS. USE PRECAST OPENINGS FOR ALL
3. MANHOLE RINGS EXPOSED ABOVE PIPES. FLEXIBLE CONNECTORS SHALL
GRADE SHALL BE ANCHORED TO THE MEET THE REQUIREMENTS OFASTM
GRADE RINGS ANDIOR ECCENTRIC �" 6) g, C923 SPECIFICATIONS. SEE PLANS FOR
SECTION WITH (2)1IP" ANCHOR BOLTS. PIPE SIZES AND INVERT ELEVATIONS.
4, CONTRACTOR SHALL SUPPLY
CONCRETE: COLLARS OR FLEXIBLE 6" ASE THE CHANNEL DROP THRU
RUBBER BOOTS CN ALL MANHOLE MANHOLE IS 0.2' MIN AND 1.6 MAX
INFLUENT AND EFFLUENT PIPES -
SANITARY DETAIL# REVISED
CITY OF STATESVILLE SEWER S-4 MAY 2010
r uuSTAT•AGAKOLrIIAE
( PUBLIC WORKS DEPARTMENT 4'PRECAST MANHOLE SCALE: SHEET#
N.T.S. 1 OF 1
Water Line Standard Materials
For water line construction, the following specific materials or brands are considered acceptable for the City
of Statesville's system.
Fire Hvdrants:
All must have National Standard Threads, 4 z Inch valve openings, and open left (counter -clockwise).
American Flow Control (American Darling) Mark-73, Mueller Super Centurion 200 and Clow Medallion
F-2545 are approved hydrants.
Water Valves:
All valves must open to the right (clockwise).
Quarter turn ball valves should be used an sizes u Q p to 2 inch diameter water lines. Each valve shall
have a flat head (such as a core stop) for onloff operation.
Reslllent wedge type valves must be used on sizes 2-2 to 10 Inch diameter water Imes. On 12 Inch or
larger, butterfly valves with double disc gates must be used.
Approved valves are American Flow Control (American Darling), Mueller and Clow.
Pipe Materials:
All major water mains 6 inch and larger shall be ductile iron class 50 or Gass 350.
Water taps'/, Inch through 1 Inch shall be type K soft capper line. Type L hard capper shall be used for
2 Inch reduced at the meter for 1 '/. Inch service.
Water Meters:
All water meters shall be In Cubic feet par seoond. The City can fumish meters (far cost) for application
on Imes to be dedicated to the City. Size will be determined according to the demand. All meters 31nch
and larger are to have ductile Iron pipe to the City side of the meter.
Fittings shall be brass for % inch through 1 inch and be flared or compression type. Fittings for t inch
shall be compression only. Approved types are Ford, Mueller, and McDonald.
Approved meter boxes are Brooks #1419 for % inch through 1 inch services and Brooks # 1730 for 2
inch services. All boxes must be 18 inch deep with plastic lid and cast iron readers. Any prefabricated
meter vault not installed by the City must be pre approved by the City Engineer.
Tapping Sleeves: The following area approved standards:
American Flow Control (American Dading) - Mechanical Joint.
Mueller - Mechanical JOInt
Romac - Stainless steel with ductile Iron flange.
DETAIL # REVISED
CITY OF STATESVILLE WATERLINES
W-1 MAY 2010
PUBLIC WORKS DEPARTMENT Standard Materials SCALE: SHEET#
N.T.S. 1 OF 1
TWO 1' DIA. HOLES SPACED
OPPOSITE OF EACH OTHER
4-VDIA
ANCHOR HOLES
A
V2"
TOP OF COVER
VIEW
o A
i
SCALE: NTS
_>I
U)
U)
^L
I..L
cz
Q
0 112" BOTTOM OF COVER
11T' R
1 A 1" R
+ 60" TYP.
L4E PLAN
23-1YF � }+
DETAIL 318 3,'
�Y-1 Y4-314" SURFACE TO BE MACHINED O
21.51
22-519Fr
"
25-114" 7"
SURFACE TO BE MACHINED 23 314" 7-112'
R1j
MINIMUM WEIGHTS-LES.- - - - - -- 1-1�- -
FRAME -190 1"
COVER -120 22-718" 112"
TOTAL-310
24-1f2"
f
4-18"33-1l4"
GENERAL NOTES: SECTION A -A
1. ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS.
2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
3. ALL COVERS USED FOR SANITARY SEWER STRUCTURES SHALL HAVE 'SANITARY SEWER" CAST ON THEM.
4. THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTM DESIGNATION A48
FOR CLASS 30 GREY IRON. •
DETAIL # REVISED
U)
CITY OF STATESVILLE SANITARY SEWERS
5-9 MAY 2010
Standard Manhole Frame SCALE: SHEET#
PUBLIC WORKS DEPARTMENT
and Cover N.T.S. 1 OF 1
WATER
a PQaQ
O O
NOTES:
1. BODY CASTING TO BE TYLER MANUFACTURE NO.6855SERIES,
5.114" SHAFT, SLIP TYPE, OR APPROVED EQUAL. SCREW TYPE
NOTACCEPTED
2. THE BOTTOM PIECE SHALL BE BEVELED AT THE LOWER END TO
FIT AROUND THE STUFFING BOX GLAND AND SHALL REST ON
TWO BRICKS UNDER EACH SIDE OF THE BASE.
3. FITS 4" THRU IT VALVES
CT
CITY OF STAT
PUBLIC WORKS DEP
DROP LID
55I16, f
9"
7518"
7318"
6-318"
T
3116 72
BOTTOM SECTION
ti
a
318"
TOP SECTION
ESVILLE
ARTMENT
WATERLINE
Standard Valve Box
DETAIL #
W-7
REVISED
-
SCALE:
SHEET#
N.T.S.
1 OF 1
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
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NO.3 REBAR
PLAN
FINISH 7 gI
GRADE
2" 4 5"
27' DIAMETER
SECTION A -A
23' DIAMETER
NO.3 REBAR
A
VALVE BOX TOP
MARKED WATER
PRECAST
CONCRETE
VALVE BOX
DETAIL # REVISED
CITY OF STATESVILLE WATERLINE
W-8
PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET#
N.T.S. 1 OF I
LOCKABLE FLIP
TOP FIBERGLASS / /
ENCLOSURE
FASTEN ENCLOSURE TO SLAB TYP.
X / X
DETECTOR CHECK
PLAN VIEW
LOCKABLE FLIP -
TOP FIBERGLASS
ENCLOSURE
d
USED .I.P. FROM
STREET CCNNECTION
TO BACK SIDE OF RPZ
4" Ay d
SECTION X-X
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER.
2. ENSURE ASSEMBLY WILL FIT WITHIN THE FIBERGLASS ENCLOSURE.
CHECK DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
S. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIFD ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NO FIRE CODE.
7. METER SHALL READ IN CUBIC FEET.
8 AS AN QPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND
INSTALL120V
RECEPTACLE WITH GFCI
FOR HEATER CONNECTION
DRAIN PORT
TYPICAL EACH SIDE
ISOMETRIC VIEW OF
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE
DETAIL # REVISED
CITY OF STATESVILLE WATER LINE W-11 DEC 2010
PUBLIC WORKS DEPARTMENT 3" -10" DCV Assembly SCALE: SHEET#
(Above Ground) N.T.S. 1 OF 1
4
NEW ASPHALT 'SUPERPAVE S9.5B' ~
TO MATCH EXISTING PAVEMENT
THICKNESS OR 2.5" MIN. ° s
d
dd "
° d
COMPACTED
1=
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-
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BACKFILL
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COMPACT SELECT
BACKFILL IN G" LIFTS bp'.
( MATERIAL NO
LARGER THAN 1" )
SEE NOTE # 1
0.0
NOTES: SEE NOTE # 2
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED OF # 57 STONE AT LEAST
6' THICK BELOW
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 16 DEEP PLACE AN
ADDITIONAL 1" OF CUSHICN ING STONE FOR EACH 2' OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND
BACKFILL WITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 96%STANDARD PROCTOR DENSITY.
4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE (1)
INCH ASPHALT
OVERLAY OVER AND AROUND THE CUT AREA
OVERLAP NEW
ASPHALT AND
STONE 12' MIN -
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETER
*
LESS THAN 14'
12'
14"TO36"
18"
MORE THAN 24'
24'
AT DETAIL# REVISED
`0 yc� CITY OF STATESVILLE WATERLINE W-14 MAY2010
.N� y PUBLIC WORKS DEPARTMENT Trench Bedding, & SCALE: SHEET#
t+7i rsR��` Backfill in Paved Roads N.T.S. I OF I
w 6 BRACE TRENCH AS REQUIRED
W w u w w w w BY EXISTING SOIL CONDITIONS
LOOSE BACKFILL
HEAPEDUPTO • + w w w w w
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ATERIAL
ap:
SEE NOTE# 1 �� � � 0•
SEE NOTE i12
NOTES:
PIPE DIAMETER
*
LESS THAN 14'
12'
14"TO36"
18'
MORE THAN 24'
24'
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED OF # 57 STONE AT LEAST W THICK BELOW
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 19 DEEP PLACE AN
ADDITIONAL 1" OF CUSHIONING STONE FOR EACH 2' OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12'.
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND
BACKFILL WITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY.
AT DETAIL# REVISED
CITY OF STATESVILLE WATERLINE
W-15 MAY 2019
Trench, Bedding, & SCALE: SHEET#
PUBLIC WORKS DEPARTMENT
+.o Backfill Off Road N.T.S. 1 OF I
A
UNDISTURE
BEHIND BLC
i
CONCRETEBL
EXISTING LINE
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
UNDISTURBED EARTH :11
VALVE BOX
(SEE DETAIL)
TAPPING SLEEVE II CONCRETE BRICKS
TI 1 UNDER VALVE BOIL
M.J. GATE VALVE
rl MEGALUG JOINT RESTRAINT
_II OR EQUIVALENT
"C" SEE CHART °°
III a
`/`� , /J✓� UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2. USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET.
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH.
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3.000 PSI. @ 28 DAYS.
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
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SEAL
27890
S40/
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11.21.19
DETAIL # REVISED
CITY OF STATESVILLE WATERLINE i
W-17
11N�
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-802

CONSTRUCTION SPECIFICATIONS:
MAINTENANCE:
CONSTRUCTION SPECIFICATIONS: MAINTENANCE:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOULD IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
1.
REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
3. EXTEND STONE ATLEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN THE DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
2.
AND OTHER OBJECTIONABLE MATERIAL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.
3.
ALL DESIGN REQUIREMENTS. NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
SIGNEDCLEANOUT,
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
4.
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. AND APPROPRIATELY STABILIZE IT.
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
InAend9gaugewiretobasin sideorinstallT•posttoanchor
A
MACHINE REGRADING AND CLEANOUT.
MAINTENANCE:
Drapeffl bae ma terra I over wue strand and baffle to sid a of ba sin a nd secure t o vertical post
U R B N
5.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS
securewithplastic ties atpomandenwire every12'
Baffle Material
IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)
f� 4Max ��J
D E S I G N
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
TEMPORARY EARTHEN DIVERSION DIKE (6.20A)
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES
I Gauge
9GaugeMinH1gh
PARTNERS
OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
Landscaping
Tension wine Strand 3rWN.* Variable Depth
CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
Shall Be Secured
1318-e6 central ave. P 704.334.3303
Compacted sail 2 '
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW
To Post To support
charlotte, nc 28205 F 704.334.3305
�•� min ��
THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER •
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. man
1.5' min.
J
_
, Secure bottom of baffle to round with
Baffle Material 9
12" sta les at 12"
p maximum spacing.
urbandesignpartners. com
nc firm no: P_0418
-
Baffle Material
sc coo no: C 03044
;.
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r T-0-Depth 25%of surface area 25%of surface area Outlet zone
18 min
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25%of surface area
Baffle Material should be secured to the bottom Inlet zone
and sidesofbasinusing l2•landscapestaples 25% of surface area
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TEMPORARY DIVERSION DIKE FOR VEHICLE CROSSING (6.206)
Plan View
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side slopes
4' to 61-4
flil
6aFfles
TEMPORARY DIVERSION DITCH
CHECK DAM
BAFFLES
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SCALE: NTS
SCALE: NTS
SCALE: NTS
NCDEQ:6.20
NCDEQ:6.83
NCDEQ:6.65
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INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED Wire
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REPAIRS IMMEDIATELY. Cro55-5ection
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, View
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REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN irentrench•
Steel fabric Back{ill Natural
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
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thoroughly ground
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STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.LO
INSTALLATION SPECIFICATIONS: �•"�'"'�f"'•" �••
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min
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1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. "• " ' •' a"
CHECK WITH A LEVEL IF NECESSARY. 2 *' �•■� :' . ^•^ min
OO
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Water Entry
PERICAPE E v3r-w Unit
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. •'" �� ; ;� :: "•
U
?VC
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO
THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
Skimmw
Vent
PVC End PVC El'bow Sehedule 40
firpe
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
j
r�44att¢rrrrg
Cap pvc pipe
"
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC.
U)
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ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH
Writer ;.xu•face
VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED
CCZ
Average Area41
Pvc Lnd
Cap
TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH THREE TIES.
�%
T
Width 114E L
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
Sahedcie40
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
LO
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PVC Ptpa PVC Pipe
�` c TEE Holes P. � PVC Tee t0rifice
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9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO 8' max• standard strength fabric with wire fence
T
fr
Baff{es
topaf principal spillwayelevotfon
UnderxiclE Flexible Plate
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT 6' max, extra strength fabric without wire fence
EXERTINGC/�
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR
A TOTAL OF 4 TRIPS.
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east
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structure B[rf�r�,3 �
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Plastic or
wire ties
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NOTE:
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Zone ti-
-��- errrer gency spillway
Etnergency
SEE SECTION 6.64 OF THE NORTH CAROLINA
- _ _ - .. ground
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EROSION AND SEDIMENT CONTROL PLANNING AND
4-1
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storage zone
DESIGN MANUAL FOR CONSTRUCTION,
INSTALLATION, AND MAINTENANCE SPECIFICATIONS
FOR SKIMMER BASIN.
8" 4"
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SKIMMER BASIN
SKIMMER
SILT FENCE
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SCALE: NTS
SCALE: NTS
SCALE: NTS
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NCDEQ:6.65
NCDEQ:6.64
NCDEQ:6.62
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CONSTRUCTION SPECIFICATIONS:
GENTLE SLOPES
(D U)
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MAINTENANCE:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
100 Ibs/acre tall fescue
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
SEEDING
80 Ibs/acre of tall fesue
30 Ibs/acre Sericea lespedeza
INSPECT THE SLOPE DRAIN AND SUPPORTING
MIXTURE
(unscarified after August 15)
O
DIVERSION AFTER EVERY RAINFALL, AND
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
10 Ibs/acre Kobe lespedeza
PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE 44.
USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
PROTECTED AREA HAS BEEN PERMANENTLY Diversion 4 min Island over inlet
I. I
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
FALL: August 25 - October
9Aug�
Late February 15 April 15
FALL: Au ust 25 - October
Late February 15 April 15
STABILIZED, TEMPORARY MEASURES MAY BE Dike ,,, • {
REMOVED, MATERIALS DISPOSED OF PROPERLY, "�'� '~' �: 3;1
winter: -
winter: -
;:*;::•; . ;.
AND ALL DISTURBED AREAS STABILIZED "',;:= r,;;.:.:..:. rr:;,;=.
F•Iald-dvtnrn stakes.�4.'•,.-,�;.,.
SEEDING
To extend spring seeding into June, add 15
To extend spring seeding into June, add 15
z0
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APPROPRIATELY. =_ ids;.'_' ti y I
1
DATES
Ibs/acre hulled Bermudagrass
Ibs/acre hulled Bermudagrass
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Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
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tall fescue is very effective.
tall fescue is very effective.
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SEEDING
AMENDMENTS
Apply lime and fertilizer per soil tests, or 4000
PP Y P
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
Apply lime and fertilizer per soil tests, or 4000
PP Y P
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
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40 Ibs/acre of German millet
120 Ibs/acre Rye (grain)
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MIXTURE
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80 Ibs/acre of tall fesue
80 Ibs/acre tall fesue
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CONSTRUCTION SPECIFICATIONS:
SEEDING
Ibs/acre of annual Kobe lespedeza.
DATES
Apply 4000 Ibs/acre straw or equivalent
Pro j
Project No: 19-039
1.
PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON THE PLAN.
hydrOSeeding.
Apply 4000 IbS/acre straw Or equivalent
2.
3.
SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6 INCHES.
hydroseeding.
Date: 04.02.1 9
4.
ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAS MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP WIDTH,
MAINTENANCE:
AND 3:1 SIDE SLOPES.
Designed by: udp
5.
6.
ENSURE THAT ALL SLOPE DRAINCONNECTIONS
AC WATERTIGHT.
ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH
ISW E WELL -COMPACTED.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
SEEDING
Apply lime and fertilizer per soil tests, or 2000
PP Y P
Apply lime and fertilizer per soil tests, or 2000
PP Y P
Drawn By:
GROMMETS OR STAKES SPACED NO MORE THAN10FEETAPART.
PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL,
AMENDMENTS
lbs/acre limestone and 750 Ibs/acre 10-10-10
lbs/acre limestone and 750 Ibs/acre 10-10-10
7.
EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS
fertilizer.
fertilizer.
Sheet No:
8.
MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS THAN 1 FEET ABOVE THE TOP OF THE PIPE AT EVERY POINT.
NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
9.
IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY SLOPE DRAIN
SCALE: NTS
CONSTRUCTION ENTRANCE
SCALE: NTS
SEEDING SCHEDULE
_
8m3-
NCDEQ: 6.32A
NCDEQ: 6.06

ALTERNATE WALL ~i TABLE OF DIMENSIONS
CONFIGURATION p T A 9 c E L WT- 2" Faircloth Skimmer® Cut Sheet
12" 2-1/4' 4" 2'-0" 4'-1.. 2'-0" 6'-1" 734
J. W. Faircioth &Son, Inc.
- � ,s" 2-1/4" 6" 2'-3" 3'-10" z'-o" S'-," 730 WWw.Faircloth5kimmer.Com
1S" 2-1/2" 9" 2'-3' S-10' 3'-0' C-1" 1190
LLJ 24" 3" 14" 3'-8" 2-6" 4'-0" S'-2" 1770 1" Vent
-------------- ----------- ---------- 5
30" 3-1/2" 1'-4" 4'-fi" 1'-B' S'-0" 6'-2" 2380 Inlet
4' Sch 40 wifn Yellow tip Aluminum straps
36" 4" 1'-3" 5'-3" 2`-11" 6'-0" 8'-" 5320 uspending inlet
coupling ,
42" 4-1/2' 1'-9" 5'-3" 2'-11' fi'-fi" 8'-2" 5S20 cannecGon 1 2 !" pvc iloat
� 48" 5" 2'-0" r}`-O" 2'-3" 7'-0" 8'-2" 7470
Iq
� 54" 5-1/2' 2'-3" 5'- 6' 2'- 10" 7'-6" $'-4" $810 27., z
1 60" 6" 2'-8" 5'-O" 3'-3" W-0" W-3" i 11817 1 %:" Sch 40 SOLID pvc
Hf 66' B-1/2' 3'-0" 6'-0' 2'-3" S'-6" S'-3" 12530
L = LENGTH barrel or "arm"
72" 7" 3'-0" ti'-5" i'-8" 8'-0" S'-3" 13980 s
PLAN SUPPLIED BY USER
3: 1 SZ OPT
6
a
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SECTION 1 ��
SEE STD, 20.23 AND 20.24
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GENERAL NOTES:
t. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE or LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 3600 P.S,I COMPRESSIVE STRENGTH.
4- PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TADLE- MINOR VARIATIONS WILL SE PERMITTED 8ASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USER IN NCDOT MAINTAINED RIGHT OF WAY.
I/ FLARED END SECTION SCALE: NTS
W2
END OF FLARED SECTION
NOTES:
1. ALL APRONS SHALL BE CLASS B RIP RAP.
2. 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.
3. 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 9
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
NATURAL GRADE
.01
NOTE: LAYER OF FILTER FABRIC
MINIMUM H-2/3 PIPE DIAMETER
SECTION B-B
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
(IF NEEDED) v
MIN.
I
I/ RIP RAP APRON AT PIPE OUTFALL SCALE: NTS
NORTH
AM ERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nogreen.com
T
(15CM
^i I A \ikirl IkIe-rA 1 1 ATIA\1
0
(15 CM)
(15-CM)
-5"
A - 12.5 CM)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER AND
SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEE MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 6' (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM)
OF RECP'S EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30
CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD
REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES AND STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO
THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP'S END OVER END (SHINGLE STYLE) WITH A 4"-6" (10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4--
(10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP'S.
5. FULL LENGTH EDGE OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELYI 12" (30 CM) APART IN
A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5 CM - 12.5 CM) (DEPENDING ON RECP'S TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30-40 FOOT (9 M- 12 M) INTERVALS. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X
6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERTY ANCHOR THE
RECP'S.
NOTE:
A " HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF
B CRITICAL POINTS: NECESSARY TO ALLOW STAPLES TO SECURE THE
C CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
C. CHANNEL BOTTOM/SIDE STAKE LENGTHS GREATER THAN 6" (15 CM) MAY
SLOPE VERTICES BE NECESSARY TO PROPERLY ANCHOR THE RECP'S.
CHANNEL INSTALLATION
Class B Ripra
Flow
Natural
rap Headwall, 1' min
it from road shoulder
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER
EXCAVATION AND DISPOSAL OF SOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A
SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE
SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT
TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDT
OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM
BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT
SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE
SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE
SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE
RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED
AROUND THE OUTSIDE OF THE STONE HORSESHOE 18
INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL
GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND
STABILIZE WITH GROUND COVER.
MAINTENANCE:
Figure 6.55a Rock pipe inlet protection plan view and cross-section view
ROCK PIPE HORSESHO
INLET PROTECTION
1
NORTH
AMERICAN
GREEN
d
3.4 STAPLES PER SQ. YD.
4' WIDE ROLLS
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST
WEEKLY AND AFTER EACH SIGNIFICATION
(1/2-INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY.
2. REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF THE TRAP.
3. PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
4. CHECK THE STRUCTURE FOR DAMAGE. ANY
RIPRAP DISPLACED FROM THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY.
5. AFTER ALL THE SEDIMENT PRODUCING AREAS
HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH
THE ADJOINING AREAS AND PROVIDE PERMANENT
GROUND COVER.
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3.4 STAPLES PER SQ. YD.
8' WIDE ROLLS
STAPLE PATTERN IIDII GUIDE
SCALE: NTS
NCDEQ: 6.55
FLOAT
TOP VIEW
27„ 2
- r Pa[mtN: S,87a,751
Skimmer shown in
T floating position
1 %" hose, ss clamps 2'inlet 2" HEAD on center
2' threaded male fitting a
on outlet end extension of inlet and orifice
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need
to be anchored to the bottom at the connection so it is secure. Coupling can be removed and
hose attached to outlet using the threaded 2" fitting. Typical methods used; on a metal structure
a steel stubout welded on the side at the bottom side with a 2" threaded coupling or reducers;
on a concrete structure with a hole or orifice at the bottom, use a steel plate with a hole cut in it
and coupling welded to it that will fit over the hole in the concrete and bolted to the structure with
sealant; grout a 4" pvc pipe in a hole in the concrete to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam care pipe) should be 1.4 times the depth of water with a minimum
length of 6' so the inlet can be pulled to the side for maintenance. If more than 8' long weight
may have to be added to inlet to counter the increased buoyancy.
4. Inlet tapers down from 2" maximum inlet to a 1 %" barrel and hose. Barrel is smaller to
reduce buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of
slope. The inlet orifice can be reduced using the plug and cutter provided to control the outflow
rate.
5. Inlet is 4" pipe between the straps with aluminum screen door for access to the inlet and
orifice inside.
6. Capacity 3,283 cubic feet per day maximum with 2" inlet and 2" head. Inlet can be reduced
by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the
particular basin volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug
and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
WATER ENTRY UNIT GENERAL NOTE:
WITH TRASH SCREEN
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. M0{JIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE-
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
oRiriORIFICE OPENING INSIDE THE INSTALLED.
ZONTAL TUBE WITH A `5- EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE -
SCHEDULE 40 PVC PIPE
REL OR ARM)
BLE HOSE
GRATE
6, INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
ARTHEN EMBANKMENT
HEIGHT OF -EMERGENCY SPILLWAY OTHERUSTORM WATTERFD SCHAT A WHEN
NO
OPENINGS EXIST
(MAJOR STORM EVENT)
VC VENT PIPE STORM WATER
DISCHARGE
' OPENING
OUTLET PIPE -
, r••
� I I
. I
YVATER ENTRY UNIT i ; ; •i••-
li :
...u--_--------
E
INVERT OF LOWEST STORM PVC VENT
.WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
OAT
FLEXIBLE HOSE MUST BE
_SECURELY FASTENED TO
THE WATER QUALITY
DISCHARGE OPENING
EXIBLE HOSE
L-1.4YDEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
SCHEDULE 40 PVC PIPE
{BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION 70 - -
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMIERe DISCHARGE SYSTEM WITH OUTLET J. W. FAiRCL°TM & N INC.
wurw.FAIRCLo1}1s1�1MMeR.caM
STRUCTURE TTrLEPHON) _ [phone]
FAX: [phone]rs
EMAIL [e-mail]
NOTES:
1. INLET MAINTENANCE
SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER
TYPES
SHALL
BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION.
3. FILTER
BAGS
MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER.
4. FILTER
BAGS
SHALL
BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER
BAGS
SHALL
BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF
FULL AT
ANY TIME).
6. FILTER
BAGS
SHALL
NOT BE ALLOWED IN EXISTING CITY OR NCDOT ROADS.
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GRATE
1" REBAR FOR BAG
REMOVAL FROM INLET
FILTER BAG
DUMP LOOP'
CATCH BASIN
DEFLECTOR
JTLET
INSTALLATION
SCALE: NTS r CATCH BASIN (SILT SACK) INLET PROTECTION
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. corn
nc firm no: P-0418
sc coa no: C-03044
O ;
SEA =
27890
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11.21.19
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
SCALE: NTS
C-804

i
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NORTH NORTH WEST
\ PROPERTY LINE
/
/
MATCHLINE SHEET LS-1.1
MATCHLINE SHEET LS-1.2
\
\
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WEST PROPERTY LINE
- - W - - - - W - - - - W - - - -
— ohe — — — — ohe — — — - —r
TREE PROTECTION
FENCE ddd
TREE PROTECTION
FENCE
i
LANDSCAPE REQUIREMENTS:
BUFFERS AND SCREENING:
ALL PARKING SPACES, DUMPSTERS, AND RECYCLING CONTAINERS MUST BE SCREENED FROM PUBLIC
\ RIGHTS OF WAY AND ADJACENT PROPERTIES.
.,ne———— ohe — — —
SS _SS__W_
■
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� ♦♦ SOUTH PROPERTY LINE ♦ LEGEND
\ \ / /♦♦
\ \ i ♦♦♦♦ TREES CODE BOTANICAL NAME / COMMON NAME
.00
♦♦♦♦♦♦ ABU
♦�♦♦♦ ARA
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ACER BUERGERIANUM / TRIDENT MAPLE
ACER RUBRUM AUTUMN BLAZE' / AUTUMN BLAZE RED MAPLE
CEDRUS DEODARA / DEODAR CEDAR
CORNUS FLORIDA / EASTERN DOGWOOD
QSH QUERCUS SHUMARDII / SHUMARD RED OAK
NORTH WEST PROPERTY LINE U R B A N
8' STREET YARD
36 POINTS PER 100 LINEAR FEET D E S I G N
(153.21 LF/ 100)36 = 55.16 POINTS REQUIRED
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET PARTNERS
(153.21 LF/ 100)3 = 4.60 SHADE TREES REQUIRED
1318-e6 central ave. P 704.334.3303
5 SHADE TREES PROVIDED charlotte, nc 28205 F 704.334.3305
5(12 POINTS) = 60 POINTS PROVIDED urbandesignpartners. com
nc firm no: P-0418
TOTAL POINTS PROVIDED: 60 POINTS sc coa no: C-03044
NORTH EAST PROPERTY LINE
8' STREET YARD
36 POINTS PER 100 LINEAR FEET 0000000000
(492.33 LF/ 100)36 = 177.24 POINTS REQUIRED to Ci�R 0 oOO
0.1
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET o°O�,°°°pgC° °,�/5vo
(492.33 LF/ 100)4 = 19.69 ORNAMENTAL TREES REQUIRED o �Q° `°Q9 0
20 ORNAMENTAL TREES PROVIDED 1983 �0`[o
20(6 POINTS) = 120 POINTS PROVIDED
30 MEDIUM SHRUBS PROVIDED 0o-Pp°°°°°°°°°°°°
30(2 POINTS) = 60 POINTS PROVIDED °°°O 4/F M. °
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TOTAL POINTS PROVIDED: 180 POINTS
WEST PROPERTY LINE 11.21.19
15' TYPE C BUFFER
TOTAL LINEAR FEET: 682.29
REQUIRED BUFFER LINEAR FEET: 119.00*
70 POINTS PER 100 LINEAR FEET
(119.00 LF/ 100)70 = 83.30 POINTS REQUIRED
i
MIN. 2 SHADE TREES PER 100 LINEAR FEET
(119.00 LF/ 100)2 = 2.38 SHADE TREES REQUIRED
W 00
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MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEET Fn
(199.00 LF/ 100)1 = 1.19 ORNAMENTAL TREES REQUIRED U) > Z
3 SHADE TREE PROVIDED L Q J
3(12 POINTS) = 36 POINTS W J
2 ORNAMENTAL TREES PROVIDED 0 W
2(6 POINTS) = 12 POINTS PROVIDED > O Q
12 LARGE SHRUBS PROVIDED Q T U)
12(3 POINTS) = 36 POINTS PROVIDED
TOTAL POINTS PROVIDED: 84 POINTS LO
CV
EAST PROPERTY LINE c-0
15' TYPE C BUFFER �
TOTAL LINEAR FEET: 493.36 }� z
REQUIRED BUFFER LINEAR FEET: 360.48*
70 POINTS PER 100 LINEAR FEET
(360.48 LF/ 100)70 = 252.34 POINTS REQUIRED 2
CIO
MIN. 2 SHADE TREES PER 100 LINEAR FEET I—
v)
(360.48 LF/ 100)2 = 7.21 SHADE TREES REQUIRED }+ .,
MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEETLO
L
(360.48 LF/ 100)1 = 3.60 ORNAMENTAL TREES REQUIRED O
T
8 SHADE TREES PROVIDED C/)
8(12 POINTS) = 96 POINTS _0
4 ORNAMENTAL TREES PROVIDED 0
4(6 POINTS) = 24 POINTS PROVIDED fr
50 LARGE SHRUBS PROVIDED CIO
50(3 POINTS) = 150 POINTS PROVIDED
TOTAL POINTS PROVIDED: 270 POINTS
USOUTH PROPERTY LINE cz m
15' TYPE C BUFFER* U _0
*EXISTING VEGETATION WITHIN BUFFER AREA SHALL BE USED TO MEET BUFFER REQUIREMENT.
PROPOSED LANDSCAPE SHALL BE SUPPLEMENTED PER THE DIRECTION OF THE CITY ARBORIST I j
AND/ OR PLANNERS TO MEET INTENT OF BUFFER. FINAL LOCATION OF LANDSCAPE MATERIAL �
WITHIN BUFFER SHALL BE DETERMINED BY THE CITY ARBORIST AND/ OR PLANNERS.
INTERNAL TREES: Cz W
ALL NEW PARKING SPACES MUST BE WITHIN 60 FEET OF THE TRUNK OF A TREE. J Cz
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1 SHADE TREE OR 2 ORNAMENTAL TREES PER 12 PARKING SPACES REQUIRED fr
108 PARKING SPACES/ 12 = 9 SHADE TREES OR 18 ORNAMENTAL TREES 2
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12 POINTS REQUIRED PER 12 PARKING SPACES L
108 PARKING SPACES = 108 POINTS REQUIRED
9 SHADE PROVIDED JC: > 3
9(12 POINTS) = 108 POINTS � O O
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BEFORE YOU DIGI
SHRUBS CODE BOTANICAL NAME / COMMON NAME CALL 811 OR 1-800-632-4949 Project No: 19-039
N.C. ONE -CALL CENTER
IVO ILEX VOMITORIA / YAUPON HOLLY IT'S THE LAWI Date: 04.02.19
O Designed by: udp
MCE MYRICA CERIFERA / WAX MYRTLE ML
Drawn By:
RCA RHODODENDRON CALENDULACEUM / FLAME AZALEA GRAPHIC SCALE Sheet No:
40 0 20 40 80
NOTES: _
SEE SHEET LS-2.0 FOR FULL ORDINANCE REQUIRED PLANT SCHEDULE 1 INCH = 40 FEET LS1 00

\ NORTH WEST
\ PROPERTY LINE ��
/ 4
/
e ohe - -
TREE PROTECTION
FENCE
CD \
MATCHLINE SEE LS-1.2
LEGEND
TREES CODE BOTANICAL NAME / COMMON NAME
ABU ACER BUERGERIANUM / TRIDENT MAPLE
ARA ACER RUBRUM AUTUMN BLAZE' / AUTUMN BLAZE RED MAPLE
• CDE CEDRUS DEODARA / DEODAR CEDAR
• CFL CORNUS FLORIDA / EASTERN DOGWOOD
• QSH QUERCUS SHUMARDII / SHUMARD RED OAK
SHRUBS CODE BOTANICAL NAME / COMMON NAME
0 IVO ILEX VOMITORIA / YAUPON HOLLY
OMCE MYRICA CERIFERA / WAX MYRTLE
0 RCA RHODODENDRON CALENDULACEUM / FLAME AZALEA
NOTES:
SEE SHEET LS-2.0 FOR FULL ORDINANCE REQUIRED PLANT SCHEDULE
TREE PLANTING & PRESERVATION REQUIREMENTS:
OLD WILKESBORO ROAD (SR 1645) U o
NO RECORDED ROAD R/W FOUND I U j C)
C)
60' R/W ILLUSTRATED J
NCDOT MAINTAINED 0
SPEED LIMIT 45 MPH L - z
Q
NORTH EAST\S C)
PROPERTY LINE J7 � n �� 2\�TJ
S58130'37"E 577.60' (T)
1. PLANT MATERIALS MUST BE SELECTED FROM AN APPROVED SPECIES LIST PREPARED BY THE CITY ARBORIST/HORTICULTURIST AND CONFORM TO THE REQUIREMENTS DESCRIBED IN THE LATEST EDITION
OF AMERICAN STANDARD FOR NURSERY STOCK. USE OF NATIVE PLANT MATERIAL IS ENCOURAGED. NO SYNTHETIC PLANTS SHALL BE USED TO SATISFY THE REQUIREMENTS.
2. PLANTING STANDARDS FOR BUFFER YARDS AND STREET YARDS ARE BASED ON THE MINIMUM REQUIREMENTS PER ONE HUNDRED (100) FEET LINEAR FEET. ALL FRACTIONAL PLANT UNIT REQUIREMENTS
RESULTING FROM LINEAR CALCULATIONS SHALL BE ROUNDED UP TO THE NEAREST WHOLE PLANT UNIT.
3. SHADE TREES SHALL BE A MINIMUM OF TWO AND ONE-HALF (2%) INCHES IN CALIPER AT TIME OF PLANTING.
4. ORNAMENTAL TREES MUST BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT (FROM TOP OF ROOT BALL TO TOP OF TREE) AT THE TIME OF PLANTING.
5. SHRUBBERY SHALL BE A MINIMUM OF THREE (3) GALLON IN SIZE AT TIME OF PLANTING.
6. NO PLANT MATERIALS SHALL BE INSTALLED WITHIN AN UNDERGROUND OR OVERHEAD UTILITY EASEMENT OR A DRAINAGE EASEMENT OR BE LOCATED IN THE PROXIMITY OF METERS, SWITCHES,
EQUIPMENT PANELS, COVERS, BOXES, EQUIPMENT, ETC., ASSOCIATED WITH UTILITIES OR SAFETY EQUIPMENT WITHOUT PRIOR APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AND THE EASEMENT HOLDER
AT THE TIME OF THE LANDSCAPE SITE PLAN APPROVAL.
7. DEVELOPER/OWNER SHALL FURNISH AND ENSURE THAT ALL PLANT MATERIALS LISTED ON THE LANDSCAPE SITE PLAN ARE INSTALLED TO ADEQUATELY CREATE A PROPER GROWING ENVIRONMENT FOR
PLANT MATERIAL. THIS WOULD INCLUDE THE LOCATION OF MATERIAL, PLANTING, PROXIMITY TO BUILDING AND OTHER PLANT MATERIAL ALLOWING FOR AIR, LIGHT, WATER, GROWTH AT MATURITY, ETC.
PLANT BEDS SHALL BE MULCHED AND WATERED TO ENSURE SURVIVAL AND GROWTH OF PLANT MATERIAL.
8. IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR TENANT TO MAINTAIN AND ENSURE THE SURVIVAL OF PLANT MATERIAL IN PERPETUITY. SUCH MAINTENANCE SHALL INCLUDE ALL
ACTIONS NECESSARY TO KEEP THE LANDSCAPED AREAS FREE OF LITER AND DEBRIS AND TO KEEP PLANTINGS HEALTHY AND ORDERLY IN APPEARANCE. DEAD PLANT MATERIAL MUST BE REPLACED BY
THE PROPERTY OWNER AND/OR TENANT AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN ONE HUNDRED EIGHTY (180) DAYS.
9. WALKWAYS SHALL FEATURE ADJOINING LANDSCAPED AREAS.
10. WALKWAYS ALONG FRONT AND SIDES OF BUILDINGS FACING STREET YARDS WHERE IMPERVIOUS SURFACE DIRECTLY ABUTS BUILDING SHALL PROVIDE PLANTING BEDS WITH A MINIMUM WIDTH OF THREE
(3) FEET FOR FOUNDATION LANDSCAPING, EXCEPT WHERE FEATURES SUCH AS ARCADES, AWNINGS, ENTRANCES OR ENTRYWAYS ARE PART OF THE FACADE.
11. BUILDING SETBACKS (AS LISTED IN SECTION 60.1.4) SHALL SUPERSEDE LANDSCAPING REQUIREMENTS.
12. TREE TOPPING IS PROHIBITED. TREES, SHRUBS, OR OTHER PLANT MATERIAL SHALL BE PRUNED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS.
13. ALL PLANTING AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE PROTECTED WITH BARRIERS INCLUDING, BUT NOT LIMITED TO, CURBS, WHEEL STOPS, OR WALLS. WHEEL STOPS SHALL BE USED WHERE
CURBING IS NOT USED OR LESS THAN SIX (6) INCHES IN HEIGHT. CURBING AND WHEEL STOPS SHALL BE CONTINUOUSLY MAINTAINED.
14. LOCATION OF PLANTING MATERIAL OUTSIDE SHADE OF BUILDING: WHERE A BUILDING IS LOCATED LESS THAN TEN (10) FEET FROM A PROPERTY LINE, AND THE PLANTING YARD WOULD BE HEAVILY
SHADED BY BUILDINGS ON BOTH SIDES OF THE PROPERTY LINE, THE REQUIRED TREES AND SHRUBS MAY BE PLANTED OUTSIDE THE SHADED AREA TO IMPROVE SURVIVABILITY.
2' SIDEWALK EASEMENT
EAST PROPERTY
LINE
LANDSCAPE REQUIREMENTS:
BUFFERS AND SCREENING:
ALL PARKING SPACES, DUMPSTERS, AND RECYCLING CONTAINERS MUST BE SCREENED FROM PUBLIC
RIGHTS OF WAY AND ADJACENT PROPERTIES.
NORTH WEST PROPERTY LINE U R B A N
8' STREET YARD
36 POINTS PER 100 LINEAR FEET D E S I G N
(153.21 LF/ 100)36 = 55.16 POINTS REQUIRED
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET PARTNERS
(153.21 LF/ 100)3 = 4.60 SHADE TREES REQUIRED
1318-e6 central ave. P 704.334.3303
5 SHADE TREES PROVIDED charlotte, nc 28205 F 704.334.3305
5(12 POINTS) = 60 POINTS PROVIDED urbandesignpartners. com
nc firm no: P-0418
TOTAL POINTS PROVIDED: 60 POINTS sc coa no: C-03044
NORTH EAST PROPERTY LINE
8' STREET YARD
36 POINTS PER 100 LINEAR FEET 0000000000
(492.33 LF/ 100)36 = 177.24 POINTS REQUIRED o°oorat CA�O aOO
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET °°°° Q.°°°°IDS o zo°
°o
(492.33 LF/ 100)4 = 19.69 ORNAMENTAL TREES REQUIRED o ��` "9 0
spa o
20 ORNAMENTAL TREES PROVIDED ot. 1983 *0 o
20(6 POINTS) = 120 POINTS PROVIDED o�
° O
° 30 MEDIUM SHRUBS PROVIDED °°o�Q°°°°°°°°°°°°. o0
30(2 POINTS) = 60 POINTS PROVIDED °°°O °ooz M 00000°°
TOTAL POINTS PROVIDED: 180 POINTS
WEST PROPERTY LINE 11.21.19
15' TYPE C BUFFER
TOTAL LINEAR FEET: 682.29
REQUIRED BUFFER LINEAR FEET: 119.00*
70 POINTS PER 100 LINEAR FEET
(119.00 LF/ 100)70 = 83.30 POINTS REQUIRED
i
MIN. 2 SHADE TREES PER 100 LINEAR FEET ti
(119.00 LF/ 100)2 = 2.38 SHADE TREES REQUIRED 00
W 00
N
MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEET U) Z U
(199.00 LF/ 100)1 = 1.19 ORNAMENTAL TREES REQUIRED U) W Z
3 SHADE TREE PROVIDED L LLj
Q J
3(12 POINTS) = 36 POINTS W J
2 ORNAMENTAL TREES PROVIDED 0 W
2(6 POINTS) = 12 POINTS PROVIDED > O Q
12 LARGE SHRUBS PROVIDED Q T U)
12(3 POINTS) = 36 POINTS PROVIDED
TOTAL POINTS PROVIDED: 84 POINTS LO
CV
EAST PROPERTY LINE c-0
15' TYPE C BUFFER �
TOTAL LINEAR FEET: 493.36 }� z
REQUIRED BUFFER LINEAR FEET: 360.48*
70 POINTS PER 100 LINEAR FEET
(360.48 LF/ 100)70 = 252.34 POINTS REQUIRED 2
Cu
MIN. 2 SHADE TREES PER 100 LINEAR FEET I-
C1�
(360.48 LF/ 100)2 = 7.21 SHADE TREES REQUIRED }+ .,
MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEETLO
L
(360.48 LF/ 100)1 = 3.60 ORNAMENTAL TREES REQUIRED O
8 SHADE TREES PROVIDED CO
8(12 POINTS) = 96 POINTS
c�
4 ORNAMENTAL TREES PROVIDED 0
4(6 POINTS) = 24 POINTS PROVIDED Ir
E
50 LARGE SHRUBS PROVIDED Cz
50(3 POINTS) = 150 POINTS PROVIDED li
TOTAL POINTS PROVIDED: 270 POINTS �
co
SOUTH PROPERTY LINE m
15' TYPE C BUFFER* _0
Cz c
*EXISTING VEGETATION WITHIN BUFFER AREA SHALL BE USED TO MEET BUFFER REQUIREMENT. cz
PROPOSED LANDSCAPE SHALL BE SUPPLEMENTED PER THE DIRECTION OF THE CITY ARBORIST � j
AND/ OR PLANNERS TO MEET INTENT OF BUFFER. FINAL LOCATION OF LANDSCAPE MATERIAL
WITHIN BUFFER SHALL BE DETERMINED BY THE CITY ARBORIST AND/ OR PLANNERS. ^, C-0
INTERNAL TREES:
ALL NEW PARKING SPACES MUST BE WITHIN 60 FEET OF THE TRUNK OF A TREE. Cz Cz
Ur
1 SHADE TREE OR 2 ORNAMENTAL TREES PER 12 PARKING SPACES REQUIRED cr
108 PARKING SPACES/ 12 = 9 SHADE TREES OR 18 ORNAMENTAL TREES 2
O
_0_0
12 POINTS REQUIRED PER 12 PARKING SPACES
108 PARKING SPACES = 108 POINTS REQUIRED
9 SHADE PROVIDED
9(12 POINTS) = 108 POINTS Cz
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BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
ML
GRAPHIC SCALE
30 0 15 30 60
INCH = 30 FEET
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
LS- 1 0 1

MATCHLINE SEE LS-1.1
� � �
LANDSCAPE REQUIREMENTS:
120 BUFFERS AND SCREENING:
I `7
ALL PARKING SPACES, DUMPSTERS, AND RECYCLING CONTAINERS MUST BE SCREENED FROM PUBLIC
X / i IVO RIGHTS OF WAY AND ADJACENT PROPERTIES.
EWEST PROPERTY LINE
TO REMAIN
TREE PROTECTION
FENCE
\o \ \ ► .
....
\\ \ '_ \ ARA
t5
TREE PROTECTION /
\� FENCE
4735-14-963,3 �n \ + •
\ c
JOY M. CHAPMAN
805-548 \ \\
ZONED: R-70 (COS) \ \\
\ EXIST. TREES \
\ TO REMAIN
/ /
LEGEND
/
TREES CODE BOTANICAL NAME / COMMON NAME \ /
\ \10, • ABU ACER BUERGERIANUM /TRIDENT MAPLE \ \\ ��PE� SOUTH PROPERTY LINE
• ARA ACER RUBRUM AUTUMN BLAZE' /AUTUMN BLAZE RED MAPLE \\ i \G� / /
• CDE CEDRUS DEODARA / DEODAR CEDAR \ \
• CFL CORNUS FLORIDA / EASTERN DOGWOOD \ i /
101*
• QSH QUERCUS SHUMARDII / SHUMARD RED OAK \ \ / / IRED4735-24-5077
\ \ ELL PROPERTIES INC.
1010-216
ZONED: R-10M (COS)
SHRUBS CODE BOTANICAL NAME / COMMON NAME P.B. 1, PG. 141
IVO ILEX VOMITORIA / YAUPON HOLLY \ \ / / /
V /
MCE MYRICA CERIFERA /WAX MYRTLE
10,
RCA RHODODENDRON CALENDULACEUM / FLAME AZALEA �1
NOTES: �0��5
�g 06
SEE SHEET LS-2.0 FOR FULL ORDINANCE REQUIRED PLANT SCHEDULE o 0
0
TREE PLANTING & PRESERVATION REQUIREMENTS:
1. PLANT MATERIALS MUST BE SELECTED FROM AN APPROVED SPECIES LIST PREPARED BY THE CITY ARBORIST/HORTICULTURIST AND CONFORM �rn
TO THE REQUIREMENTS DESCRIBED IN THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK. USE OF NATIVE PLANT MATERIAL
IS ENCOURAGED. NO SYNTHETIC PLANTS SHALL BE USED TO SATISFY THE REQUIREMENTS. \�
2. PLANTING STANDARDS FOR BUFFER YARDS AND STREET YARDS ARE BASED ON THE MINIMUM REQUIREMENTS PER ONE HUNDRED (100) FEET
LINEAR FEET. ALL FRACTIONAL PLANT UNIT REQUIREMENTS RESULTING FROM LINEAR CALCULATIONS SHALL BE ROUNDED UP TO THE
NEAREST WHOLE PLANT UNIT.
3. SHADE TREES SHALL BE A MINIMUM OF TWO AND ONE-HALF (2%) INCHES IN CALIPER AT TIME OF PLANTING. C)
4. ORNAMENTAL TREES MUST BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT (FROM TOP OF ROOT BALL TO TOP OF TREE) AT THE TIME OF \!
PLANTING. o
5. SHRUBBERY SHALL BE A MINIMUM OF THREE (3) GALLON IN SIZE AT TIME OF PLANTING.
6. NO PLANT MATERIALS SHALL BE INSTALLED WITHIN AN UNDERGROUND OR OVERHEAD UTILITY EASEMENT OR A DRAINAGE EASEMENT OR BE
LOCATED IN THE PROXIMITY OF METERS, SWITCHES, EQUIPMENT PANELS, COVERS, BOXES, EQUIPMENT, ETC., ASSOCIATED WITH UTILITIES OR
SAFETY EQUIPMENT WITHOUT PRIOR APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AND THE EASEMENT HOLDER AT THE TIME OF THE
LANDSCAPE SITE PLAN APPROVAL.
7. DEVELOPER/OWNER SHALL FURNISH AND ENSURE THAT ALL PLANT MATERIALS LISTED ON THE LANDSCAPE SITE PLAN ARE INSTALLED TO
ADEQUATELY CREATE A PROPER GROWING ENVIRONMENT FOR PLANT MATERIAL. THIS WOULD INCLUDE THE LOCATION OF MATERIAL,
PLANTING, PROXIMITY TO BUILDING AND OTHER PLANT MATERIAL ALLOWING FOR AIR, LIGHT, WATER, GROWTH AT MATURITY, ETC. PLANT
BEDS SHALL BE MULCHED AND WATERED TO ENSURE SURVIVAL AND GROWTH OF PLANT MATERIAL.
8. IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR TENANT TO MAINTAIN AND ENSURE THE SURVIVAL OF PLANT MATERIAL
IN PERPETUITY. SUCH MAINTENANCE SHALL INCLUDE ALL ACTIONS NECESSARY TO KEEP THE LANDSCAPED AREAS FREE OF LITER AND
DEBRIS AND TO KEEP PLANTINGS HEALTHY AND ORDERLY IN APPEARANCE. DEAD PLANT MATERIAL MUST BE REPLACED BY THE PROPERTY
OWNER AND/OR TENANT AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN ONE HUNDRED EIGHTY (180) DAYS.
9. WALKWAYS SHALL FEATURE ADJOINING LANDSCAPED AREAS.
10. WALKWAYS ALONG FRONT AND SIDES OF BUILDINGS FACING STREET YARDS WHERE IMPERVIOUS SURFACE DIRECTLY ABUTS BUILDING SHALL
PROVIDE PLANTING BEDS WITH A MINIMUM WIDTH OF THREE (3) FEET FOR FOUNDATION LANDSCAPING, EXCEPT WHERE FEATURES SUCH AS
ARCADES, AWNINGS, ENTRANCES OR ENTRYWAYS ARE PART OF THE FACADE.
11. BUILDING SETBACKS (AS LISTED IN SECTION 60.1.4) SHALL SUPERSEDE LANDSCAPING REQUIREMENTS.
12. TREE TOPPING IS PROHIBITED. TREES, SHRUBS, OR OTHER PLANT MATERIAL SHALL BE PRUNED IN ACCORDANCE WITH AMERICAN NATIONAL
STANDARDS INSTITUTE (ANSI) STANDARDS.
13. ALL PLANTING AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE PROTECTED WITH BARRIERS INCLUDING, BUT NOT LIMITED TO, CURBS,
WHEEL STOPS, OR WALLS. WHEEL STOPS SHALL BE USED WHERE CURBING IS NOT USED OR LESS THAN SIX (6) INCHES IN HEIGHT. CURBING
AND WHEEL STOPS SHALL BE CONTINUOUSLY MAINTAINED.
14. LOCATION OF PLANTING MATERIAL OUTSIDE SHADE OF BUILDING: WHERE A BUILDING IS LOCATED LESS THAN TEN (10) FEET FROM A
PROPERTY LINE, AND THE PLANTING YARD WOULD BE HEAVILY SHADED BY BUILDINGS ON BOTH SIDES OF THE PROPERTY LINE, THE
REQUIRED TREES AND SHRUBS MAY BE PLANTED OUTSIDE THE SHADED AREA TO IMPROVE SURVIVABILITY.
NORTH WEST PROPERTY LINE
8' STREET YARD
36 POINTS PER 100 LINEAR FEET
(153.21 LF/ 100)36 = 55.16 POINTS REQUIRED
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET
(153.21 LF/ 100)3 = 4.60 SHADE TREES REQUIRED
5 SHADE TREES PROVIDED
5(12 POINTS) = 60 POINTS PROVIDED
TOTAL POINTS PROVIDED: 60 POINTS
NORTH EAST PROPERTY LINE
8' STREET YARD
36 POINTS PER 100 LINEAR FEET
(492.33 LF/ 100)36 = 177.24 POINTS REQUIRED
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET
(492.33 LF/ 100)4 = 19.69 ORNAMENTAL TREES REQUIRED
20 ORNAMENTAL TREES PROVIDED
20(6 POINTS) = 120 POINTS PROVIDED
30 MEDIUM SHRUBS PROVIDED
30(2 POINTS) = 60 POINTS PROVIDED
TOTAL POINTS PROVIDED: 180 POINTS
WEST PROPERTY LINE
15' TYPE C BUFFER
TOTAL LINEAR FEET: 682.29
REQUIRED BUFFER LINEAR FEET: 119.00*
70 POINTS PER 100 LINEAR FEET
(119.00 LF/ 100)70 = 83.30 POINTS REQUIRED
MIN. 2 SHADE TREES PER 100 LINEAR FEET
(119.00 LF/ 100)2 = 2.38 SHADE TREES REQUIRED
MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEET
(199.00 LF/ 100)1 = 1.19 ORNAMENTAL TREES REQUIRED
3 SHADE TREE PROVIDED
3(12 POINTS) = 36 POINTS
2 ORNAMENTAL TREES PROVIDED
2(6 POINTS) = 12 POINTS PROVIDED
12 LARGE SHRUBS PROVIDED
12(3 POINTS) = 36 POINTS PROVIDED
TOTAL POINTS PROVIDED: 84 POINTS
EAST PROPERTY LINE
15' TYPE C BUFFER
TOTAL LINEAR FEET: 493.36
REQUIRED BUFFER LINEAR FEET: 360.48*
70 POINTS PER 100 LINEAR FEET
(360.48 LF/ 100)70 = 252.34 POINTS REQUIRED
MIN. 2 SHADE TREES PER 100 LINEAR FEET
(360.48 LF/ 100)2 = 7.21 SHADE TREES REQUIRED
MIN. 1 ORNAMENTAL TREE PER 100 LINEAR FEET
(360.48 LF/ 100)1 = 3.60 ORNAMENTAL TREES REQUIRED
8 SHADE TREES PROVIDED
8(12 POINTS) = 96 POINTS
4 ORNAMENTAL TREES PROVIDED
4(6 POINTS) = 24 POINTS PROVIDED
50 LARGE SHRUBS PROVIDED
50(3 POINTS) = 150 POINTS PROVIDED
TOTAL POINTS PROVIDED: 270 POINTS
SOUTH PROPERTY LINE
15' TYPE C BUFFER*
*EXISTING VEGETATION WITHIN BUFFER AREA SHALL BE USED TO MEET BUFFER REQUIREMENT.
PROPOSED LANDSCAPE SHALL BE SUPPLEMENTED PER THE DIRECTION OF THE CITY ARBORIST
AND/ OR PLANNERS TO MEET INTENT OF BUFFER. FINAL LOCATION OF LANDSCAPE MATERIAL
WITHIN BUFFER SHALL BE DETERMINED BY THE CITY ARBORIST AND/ OR PLANNERS.
INTERNAL TREES:
ALL NEW PARKING SPACES MUST BE WITHIN 60 FEET OF THE TRUNK OF A TREE.
1 SHADE TREE OR 2 ORNAMENTAL TREES PER 12 PARKING SPACES REQUIRED
108 PARKING SPACES/ 12 = 9 SHADE TREES OR 18 ORNAMENTAL TREES
12 POINTS REQUIRED PER 12 PARKING SPACES
108 PARKING SPACES = 108 POINTS REQUIRED
9 SHADE PROVIDED
9(12 POINTS) = 108 POINTS
BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
ML
GRAPHIC SCALE
20 0 10 20 40
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
11.21.19
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
LS-1 02
INCH = 30 FEET

1. REMOVE WIRE AND NYLON TWINE FROM BALL AND
NOTES:
CANOPY.
I
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
1.
SCARIFY ROOT MASS OF
INSTALLATION.
CONTAINERIZED PLANT MATERIAL.
TYP. COLLAR
MIN. 2" HT.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR
2.
INSTALL CONTAINERIZED PLANTS AT
UPON REQUEST OF ARBORIST.
FINSHED GRADE
4" LAYER
OF APPROVED
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN
MULCH
A LEGAL MANNER.
3.
TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
5. RESEED UNMULCHED, DISTURBED AREAS.
EACH PLANT BALL.
4
6"
MIN.
3/4" NYLON STRAP
4.
OMIT COLLAR AROUND EACH SHRUB
6" LARGER KNOT WITH � DIAMETER
WHEN IRRIGATION SYSTEM IS PRESENT.
"v" TRENCH AROUND
ENTIRE PLANTING BED
ROOT CROWN TO
BE AT FINISH GRADE
KEEP MULCH MAY FROM
5.
SOAK EACH PLANT BALL AND
TRUNK 1" TO 2"
PIT IMMEDIATELY AFTER
EDGE of
4" H H / e" WOE MAXIMUM
INSTALLATION.
PLANTING BED
BERM WBIDE OF ROOTBALL
4' MAXIMUM LAYER OF MULCH
] - WOOD SrAKES
C_IE18'
WITH cENreRm 3/8• HOLE
HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLM UNDISR - EL
AND ANY NAILS/PINS. ETC.
ROOT BALL DUL 12"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
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RAISE PIT BOTTOM TO SET ROOT CROWN :�/
AT THE CORRECT HEIGHT. FIRM SOW. UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CAJPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16 24" 16"
3" 14-16' 16 32" 21"
TREE PLANTING FOR
SINGLE AND MULTI -STEM TREES
SEE APPROVED TREE 1
PRESERVATION PLAN FOR
REQUIRED RADIUS
OF TREE BARRIER
PLAN VIEW OF ROOT ZONE
ONE
INCF
OR
FOR PRUNING SEE WHI(
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB Of
GROWTH SHALL BE CUT FILL
ADJACENT GRADE. NO GRU
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN
AS SPECIFIED WIDTH IN FEET
TO 12" MAX. FINAL
GRADE
10' (EX.)
10' (EX.) �� EXISTING
GRADE
TYPICAL BED CROWNING
SCALE: NTS r 1 SHRUB PLANTING B E D
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
IRK MULCH, PLACE BARK
i AT AREAS NOT
:CTED BY BARRIER.
r 1 TREE PROTECTION FENCE SCALE: NTS I
PLANT SCHEDULE
CODE
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
ABU
20
ACER BUERGERIANUM / TRIDENT MAPLE
B & B
2" CAL
ARA
9
ACER RUBRUM AUTUMN BLAZE' / AUTUMN BLAZE RED MAPLE
B & B
2.5" CAL
CDE
11
CEDRUS DEODARA / DEODAR CEDAR
B & B
2.5" CAL
CFL
6
CORNUS FLORIDA / EASTERN DOGWOOD
B & B
2" CAL
QSH
5
QUERCUS SHUMARDII / SHUMARD RED OAK
B & B
2.5" CAL
IRUBS
CODE
QTY
BOTANICAL NAME / COMMON NAME
0
IVO
45
ILEX VOMITORIA / YAUPON HOLLY
OMCE
22
MYRICA CERIFERA / WAX MYRTLE
0
RCA
35
RHODODENDRON CALENDULACEUM / FLAME AZALEA
/x_xxN_PLANT CODE
XX PLANT QUANTITY
NOTES:
NOTE TO CONTRACTOR: IF GRAPHIC REPRESENTATION OF PLANTINGS ON PLANS DO NOT MATCH QUANTITIES IN PLANT SCHEDULE, GRAPHIC REPRESENTATION OF PLANTINGS WILL GOVERN.
TREES NOT IN A LANDSCAPE BED SHALL RECEIVE A 4' DIAMETER MULCH RING.
ALL DISTURBED AREA NOT IN A LANDSCAPE BED SHALL BE SODDED OR SEEDED.
SIZE
8'-10' HT
10'-12' HT
10'-12' HT
8'-10' HT
10'-12' HT
CONT MIN HEIGHT MIN WIDTH SPACING
SPACING VARIES
SEE LANDSCAPE PLAN
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PLANT MIX TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
1'P.
TAGGERED
ROWS
EQUAL SPACING J EDGE OF
BETWEEN ALL PLANTS BPELpNTING
TYPICAL PLANTING BED PLAN
TOP
ALL DIAMETER
SOIL LINE
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
)WN
TOP OF BALL
AS DUG
NATURAL SOIL LINE
SPECIFIED BALL DIAMETER
-EFFECTIVE BALL DIAMETER
UNACCEPTABLE SOIL
COVERING
ROOT CROWN
ACCEPTABLE CONDITION
(AS DELIVERED) UNACCEPTABLE CONDITION
(AS DELIVERED)
NOTE:
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT CROWN, THESE TREES WILL BE REJECTED.
SCALE: NTS ROOT CROWN DEPTHS SCALE: NTS
CLDSM40.05 (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) CLDSM40.09
REMARKS
MATCHED, STRONG CENTRAL LEADER, GOOD FOLIAGE, FULL
CROWN
STRONG CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
STRONG CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
STRONG CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
MATCHED, STRONG CENTRAL LEADER, GOOD FOLIAGE, FULL
CROWN
3 GAL
15"
15"
AS SHOWN
FULL, HEALTHY FOLIAGE
3 GAL
15"
15"
AS SHOWN
FULL, HEALTHY FOLIAGE
3 GAL
15"
15"
AS SHOWN
FULL, HEALTHY FOLIAGE
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
u rbanclesi gn partners. com
nc firm no: P-0418
sc coa no: C-03044
11.21.19 1
TREE PLANTING & PRESERVATION REQUIREMENTS:
GENERAL PLANTING NOTES:
1. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE
CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT ASSUMES
NO LIABILITY FOR ERRORS OR OMISSIONS. HIS ESTIMATES ARE ONLY AN AID FOR CLARIFICATION OF UNITS AND
A CHECK FOR THE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. DIFFERENCES SHALL BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT. NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA
QUANTITIES NECESSARY TO COMPLETE THE WORK.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF PLANT MATERIALS ACCORDING TO THE
DRAWINGS AND PLANT SCHEDULE. CONTRACTOR SHALL PROVIDE SPECIFIC CULTIVARS AND/OR VARIETIES AS
INDICATED ON THE PLANT SCHEDULE. ANY SUBSTITUTIONS INSTALLED WITHOUT PRIOR APPROVAL OF
LANDSCAPE ARCHITECT WILL BE REJECTED AND SHALL BE REPLACED BY THE CONTRACTOR AT NO EXTRA COST
TO THE OWNER.
3. PLANTING PLANS INDICATE DIAGRAMMATIC LOCATIONS ONLY. SITE ADJUSTMENTS OF PLANTING DESIGN AND
RELOCATION OF PLANT MATERIALS DUE TO ON SITE CONDITIONS SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. PLANTS INSTALLED PRIOR TO LANDSCAPE ARCHITECT'S APPROVAL ARE
SUBJECT TO RELOCATION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
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1. MINIMUMMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE -STEM TREES. ALL MULTI -STEM
PLANTS MUST BE TREE FORM, 13. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM
TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10' TALL.
WHERE 3" SINGLE -STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL,
IF MULTI -STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12' TALL.
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE
CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR
SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND
HAVE FIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH
CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK
TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS,
DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN INCH DIAMETER SHALL HAVE
CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN
ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT
FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE
FROM WILL NOT BE ACCEPTED (CLDS.40.09).
3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI
Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, EXCEPT
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WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY.
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4. PLANTS SHALL BE SPECIMEN QUALITY AND SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL -BRANCHED,
4.
ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND
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AND DENSELY FOLIATED WHEN IN LEAF. PLANT MATERIAL SHALL BE FIRST QUALITY STOCK AND SHALL
CONFIGURATION.
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CONFORM TO THE CODE OF STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARDS
5.
PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM
FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
THE TOP OF ROOT CROWN (BALL).
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6.
A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES
5. HEIGHT AND SPREAD DIMENSION SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM
REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE TREE ORDINANCE
BRANCH TIP TO TIP. IF A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND
GUIDELINES.
NOT LESS THAN 50% OF THE PLANTS SHALL BE AS LARGE AS THE MAXIMUM SIZE SPECIFIED.
7.
75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER
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LINE CONFLICTS.
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6. SHADE TREES SHALL HAVE A STRONG CENTRAL LEADER UNLESS OTHERWISE SPECIFIED.
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PLANTING REQUIREMENTS MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
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7. LEAVES MUST BE OF MEDIUM FOLIAGE, ALL GOOD LEAVES, MAXIMUM OF 10% CHLOROSIS ALLOWED, WITH NO
8•
SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.
EXTREME SUCCULENCE PLACE PLANTS UPRIGHT AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED.
9•
PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING
8. ROOTS MUST BE STURDILY ESTABLISHED IN BALL THAT HAS BEEN TIGHTLY WRAPPED AND SECURELY TIED
10.
METHOD/MATERIALS.
ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT
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WITH TWINE OR WIRE, OR PINNED.
BALL WHEN PLANTING.
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9. PLACE PLANTS UPRIGHT AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED.
11.
FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE
CO
COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET
10. PROVIDE 4" THICKNESS MULCH AT ALL PLANTS AND PLANTING BEDS. MULCH SHALL BE SINGLE
TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).
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HAMMERED HARDWOOD MULCH (UNLESS NOTED OTHERWISE). IT SHALL BE CLEAN, FRESH, AND FREE OF
12.
TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT.
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STICKS, BRANCHES, SOIL OR OTHER FOREIGN MATERIAL.
13.
REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: HTTP: [/CHARLOTTENC.GOV/LD THEN
E
CLICK TREES.
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11. BACKFILL PLANTING MIXTURE SHALL BE ONE PART APPROVED PLANTING SOIL MIXED WITH ONE PART
L.L_
NATIVE SOIL FROM THE TREE PIT OR SHRUB BED AREA. LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES OF
UTILITY ISSUES
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PLANTING SOIL TO BE USED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING.
14.
IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN
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FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION.
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12. PLANTS SHALL BE SUBJECT TO REVIEW BY LANDSCAPE ARCHITECT AT NURSERY OR ON SITE PRIOR TO
15.
LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR
m
PLANTING. LANDSCAPE ARCHITECT WILL BE THE SOLE JUDGE OF THE QUALITY AND ACCEPTABILITY OF
TRANSMISSION LINES.
MATERIALS AND PLACEMENT. CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES WITH BID SUBMITTAL IF
16.
IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
REQUESTED BY LANDSCAPE ARCHITECT OR OWNER.
17.
ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FROM ALL
UNDERGROUND UTILITIES.
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13. THE LANDSCAPE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ALL PARTS OF THE SITE AND SHALL
18.
NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.
HAVE THEM TESTED BY THE LOCAL COUNTY AGENT. THE CONTRACTOR SHALL PROVIDE ONE COPY OF THE
19.
COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE.
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TEST RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO ORDERING PLANT MATERIALS OR MAKING ANY
PEDESTRIAN SCALE LIGHTING (S 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 15' FROM A TREE. SHOW
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AMENDMENTS TO THE ON SITE SOIL. ANY SOIL AMENDMENTS REQUIRED AS INDICATED BY THE SOIL TEST
SITE LIGHTING ON LANDSCAPE PLAN.
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SHALL BE PROVIDED BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT OF AMENDMENTS AND OBTAIN A WRITTEN APPROVAL FOR PROPOSED AMENDMENTS.
TREE
SAVE AND PRESERVATION
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14. FERTILIZER SHALL BE A COMPLETE FERTILIZER; 50% OF NITROGEN OF WHICH IS DERIVED FROM NATURAL
20.
TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY
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CONSTRUCTION ACTIVITY.
ORGANIC SOURCES OR UREAFORM. FERTILIZER SHALL BE DELIVERED TO THE SITE IN STANDARD SIZE
21.
SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN
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UNOPENED CONTAINERS WHICH SHOW THE WEIGHT, CHEMICAL ANALYSIS, AND MANUFACTURER. IT SHALL BE
SHEETS.
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STORED IN A DRY LOCATION UNTIL ITS USE. FERTILIZER FOR TREES, SHRUBS, AND GROUNDCOVER AREAS
22.
COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY
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SHALL BE A SLOW RELEASE TYPE AND SHALL BE APPLIED AS FOLLOWS:
REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND
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TREES AND SHRUBS TREES: 1 LB / INCH OF CALIPER
23.
TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT.
TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE
MARCH -MAY 10-10-10 SHRUBS: 3�i LB INCH HEIGHT
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CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE
JUNE-OCTOBER 6-10-10
REMOVED PRIOR TO FINAL CO.
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NOVEMBER-FEBRUARY 6-12-12
24.
THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE
15. LANDSCAPE CONTRACTOR SHALL PERFORM PERCOLATION TESTS IN ALL TREE PITS. IF PITS DO NOT DRAIN SAVE REQUIREMENT.
WITHIN 30 MINUTES, CONTACT LANDSCAPE ARCHITECT AND DO NOT PLANT THE TREE WITHOUT ON SITE 25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.
INSPECTION OF DRAINAGE. LANDSCAPE ARCHITECT MAY REQUIRE ADDITIONAL SUBSURFACE DRAIN LINES FROM 26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
THE TREE PITS. 27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST
[phone]. z
MACHINERY OPERATION OR CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,
16. IF SURFACE DRAINAGE IS NOT SUFFICIENT (STANDING WATER) NOTIFY LANDSCAPE ARCHITECT IN WRITING 28.
BEFORE INSTALLING THE PLANTS, OTHERWISE CONTRACTOR SHALL BE TOTALLY REPONSIBLE FOR THE TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE Q z (n
GUARANTEE AND LIVABILITY OF THE PLANTS. SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT z O z
LIMITED TO: ENCROACHING WITHIN TREE DRIP -LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, 0 (n O
ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
17. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BEFORE DIGGING. THE CONTRACTOR SHALL BE FULLY O Lu >
RESPONSIBLE FOR ALL DAMAGE OF UNDERGROUND OR OVERHEAD UTILITY LINES. GENERAL OU (D Lu
18. CERTIFICATE OF INSPECTION AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION OF PLANT MATERIALS Ir
29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP: //CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE 0 �
SHALL ACCOMPANY EACH INVOICE FOR EACH SHIPMENT OF PLANTS. CERTIFICATES SHALL BE FILED WITH PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORE THE CO/HOLD RELEASE IS NEEDED. z J a J
LANDSCAPE ARCHITECT PRIOR TO ACCEPTANCE OF MATERIAL. INSPECTION BY STATE OR FEDERAL AUTHORITIES 30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN O_ oC
AT THE PLACE OF GROWTH DOES NOT PRECLUDE REJECTION OF THE MATERIAL BY THE LANDSCAPE ARCHITECT. FORESTRY REQUIREMENTS: HTTP: //CHARLOTTENC.GOV/LD THEN CLICK TREES. U5 O
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19. ALL PLANT MATERIALS AND INSTALLED LANDSCAPE SUPPLIES SHALL BE WARRANTED FOR A PERIOD OF TOPSOIL/PLANTING MIX - MINIMUM REQUIREMENTS: Ir a_ a_ a_
ONE YEAR AFTER FINAL ACCEPTANCE OF THIS PROJECT. 31. WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND/OR WHERE NEW PLANTING STRIPS OR
ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE REMOVED 5.:m m 0
20. CONTRACTOR'S PRICES SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE WORK BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST BE REMOVED AND REPLACED m =) =) =)
(i.e. MULCH, PLANTING, SOIL MIX, WOOD AND WIRE STAKING MATERIAL, ETC.). WITH 24" OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE UNCOMPACTED TO A DEPTH OF 24" AND rn rn rn
AMENDED TO MEET TOPSOIL STANDARDS FOR THE ENTIRE PLANTING AREA. w r r r
21. THE COMPLETION OF THE CONTRACT WILL BE ACCEPTED AND NOTICE OF COMPLETION RECORDED ONLY 32. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW(ON NEW OR RENOVATED SITES), MUST Q LO Cl) ry
WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, OWNER, MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR FRESH TOPSOIL/PLANTING 'It r r
AND THE OWNER'S CONSTRUCTION REPRESENTATIVE. WITHIN TEN DAYS NOTICE BY THE CONTRACTOR OF MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL TOPSOIL IS OF POOR QUALITY,
SUBSTANTIAL COMPLETION THE LANDSCAPE ARCHITECT WILL INSPECT THE PROPERTY. HE WILL EITHER HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING.
APPROVE THE WORK FOR THE OWNER'S ACCEPTANCE OR WILL ISSUE A "PUNCH LIST" OF ITEMS TO BE 33. TOPSOIL/PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING VIGOROUS z T N ('
COMPLETED OR CORRECTED. IF A PUNCH LIST IS ISSUED, FINAL ACCEPTANCE WILL BE DONE AS SOON AS THE PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH ADMIXTURE OF SUBSOIL. IT SHOULD
CONTRACTOR COMPLETES ALL PUNCH LIST ITEMS. BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND OTHER EXTRANEOUS MATTER.
22. AMENDED SOIL MEDIA REQUIREMENTS: A PLANTING MIX MAY BE DEVELOPED THAT WILL BE AN 34. ro
TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION. Pject NO: 19-039
TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5-7.0 AND THE FOLLOWING COMPOSITION: �
ACCEPTABLE PLANTING MEDIA BY AMENDING THE EXISTING SOIL OR BY REMOVING THE EXISTING SOIL AND CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10%; MAXIMUM 35%
REPLACING IT WITH NEW PLANTING MIX. THE PLANTING MIX SHALL HAVE UNIFORM COMPOSITION COMPOST*/ORGANIC MINIMUM 5%; MAXIMUM 10% Date: 04.02.19
THROUGHOUT, WITH A MIXTURE OF SUBSOIL. IT SHALL BE FREE OF STONES, LUMPS, LIVE PLANTS AND SILT MINIMUM 30%; MAXIMUM 50%
THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL CONTAIN NO MAN LIMADE MATERIALS COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 30%; MAXIMUM 45% Designed by: udp
UNLESS OTHERWISE SPECIFIED. PLANTING MIX SHALL NOT BE USED WHILE IN A FROZEN OR MUDDY *ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION PROCESS.
CONDITION.
Drawn By:
*NOTE: CONTRACTOR TO PROVIDE TEST SAMPLES OF AMENDED SOIL WITH TESTING DATA FOR ALL PLANTING RECOMMENDATIONS:
BED AREAS AMENDED ON SITE. TEST SAMPLES SHALL FALL WITHIN TOLERANCES SHOWN ABOVE. 35. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE SHOULD BE CORRECTED AS Sheet No:
PLANTING SHALL NOT BEGIN UNTIL SOIL HAS BEEN AMENDED AND SOIL TEST SAMPLES HAVE BEEN NECESSARY TO INSURE PROPER TREE GROWTH AND SURVIVAL. THE FOLLOWING LEVEL OF NUTRIENT ELEMENTS
REVIEWED AND APPROVED BY OWNER AND LANDSCAPE ARCHITECT. IS RECOMMENDED FOR PROPER GROWTH:
CALCIUM 55 - 80%
MAGNESIUM 10 - 30%
POTASSIUM 5 - 8%
LS-200