SW3191202_2020_02_11 Northgate Submittal Set_2/11/2020

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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
p'�1
THICK.
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8.
ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS
TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF
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9.
ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER
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CONSTRUCTION TO PREVENT EROSION.
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10.
ALL BACKFILL BE IN NATURE, ROOTS,
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MATERIALVEGETATIVE
CONSTRUCTIONSHALL
OBJECTIONABLEREE MATER A^L.
MATERIIAL,NOR OTHERC 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. 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. \ \ /♦
�♦♦
27. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL \ \ �♦♦♦
REQUIRE STORM DRAINAGE DETENTION. ♦♦♦
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NCDOT MAINTAINED I p
- - - - SPEED LIMIT 45 MPH - - I - - � - - ZQ
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KENHILL ROAD
CITY MAINTAINED
CONTACT INFORMATION
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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-6.1
Sanitary Sewer Plan & Profile
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
2.11.2020
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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 ■

REVISIONS PER NCDOT,
GRADING & UTILITY COUNTY, NCDEQ, &
100% CD's TO TRC UTILITY COORDINATION REVISIONS UTILITY REVISIONS BEDELL WATER
SH EET I N DEX 04/02/2019: 04/15/2019: 11 /13/2019: 11 /21 /2019: 2/11 /2020:
C-1.0 COVER SHEET O O O
C-1.1 SUBMITTAL TABLE O O O O O
C-2.0 EXISTING CONDITIONS O O U R B A N
C-3.0 OVERALL SITE PLAN O O O D E S I G N
C-3.1 SITE PLAN A O O O
C-3.2 SITE PLAN B O O PARTNERS
C-3.3 ACCESSIBILITY PLAN O 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 O
u rbandesi gn partners. com
C-4.1 GRADING PLAN A O 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 O
C-5.1 SCM PLAN & DETAILS O O O
C-5.2 STORM DRAINAGE AREA PLAN O O O O
C-5.3 SCM DRAINAGE AREA PLAN O O FOR
C-6.0 OVERALL UTILITY PLAN O O O O O
C-6.1 SANITARY SEWER PLAN & PROFILE O REFERENCF
C-7.0 EROSION CONTROL PLAN - PHASE 1 O O O
C-7.1 EROSION CONTROL PLAN - PHASE 2 O O O O ONLY
C-8.0 SITE SPECIFICATIONS & DETAILS O O O
C-8.1 SITE SPECIFICATIONS & DETAILS O O
C-8.2 SITE SPECIFICATIONS & DETAILS O O O 2.11.2020
C-8.3 EROSION CONTROL DETAILS O O O
C-8.4 EROSION CONTROL DETAILS O O
---------------------------------------
---------------------------------------
LS-1.0 OVERALL LANDSCAPE PLAN O O O
LS-1.1 LANDSCAPE PLAN A O O O �
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LS-1.2 LANDSCAPE PLAN B O O z U
LS-2.0 LANDSCAPE DETAILS O O
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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
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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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RICHARD L. HOLLAND
1822-1709
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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]
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JAMES
JAMEST7TALES a Z I 0
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4735-24-2817
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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
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Project No: 19-039
Date: 04.02.19
Designed by: udp
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Drawn By:
Sheet No:
0\A ate GRAPHIC SCALE
�s'Q: 40 0 20 40 80
�,�� 1 INCH = 40 FEET C-200

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805-548
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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 — — I — —
S58 30'37'E 517.60' (T)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
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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
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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= POLE, TYP.
Imo' MAT�CHLINESHEET C
I� MATCHLINE SHEET C-3.2
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KEN HILL ROAD 0
■ CITY MAINTAINED
� I ■
I PROP. GAZEBO I ■
(REF. ARCH.)
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PROP. 25' I :
MOUNTING HEIGHT ■ —
SHOEBOX LIGHT U) - —
POLE, TYP. I IN L2
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4735-24-5077
�1 ■ IREDELL PROPERTIES INC.
a ■ / 1010-216
■ ZONED: R-10M (COS)
— ■ P.B. 1, PG. 141
TREE PROTECTION IN
■
FENCE, TYP. PROP. SCM I I ■
(REFER TO DETAIL) (REF. C-5.1) I ■
■
\ EXIST. TREES ■
\ TO REMAIN � � ♦s
/ G ♦�5 P
/ ♦♦ 4735-24-5077
\ \ /♦♦ IREDELL PROPERTIES INC.
/♦♦♦ 1010-276
\ / / ♦♦♦ ZONED: R— lOM (COS)
/ ♦♦ P.B. 1, PG. 141
\ / ♦♦♦♦♦
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NOTES: C:
1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY:
KESTLER SURVEYING, INC.
2351 SIMONTON ROAD
STATESVILLE, INC 28625
[phone]
U)
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
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ARE PROTECTED BY LAW. PERMIT REQUIRED FOR REMOVAL BY CITY
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ENGINEERING.
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6.
TRASH SERVICE FOR THE SITE WILL BE CONTRACTED THROUGH A PRIVATE
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COLLECTION COMPANY. COORDINATION FOR SERVICE IS THE RESPONSIBILITY
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OF THE APPLICANT.
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7.
DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
CURB RADII SHALL MEASURE 5' AT FACE OF CURB UNLESS OTHERWISE
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NOTED.
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8.
LOCATIONS OF SITE LIGHTING ARE APPROXIMATE. THE FINAL NUMBER AND
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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
1 INCH = 40 FEET C-3mO

- ohe — — /ohe — —
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 848.011
SIDEWALK WITHIN NCDOT R/W SHALL BE TESTED
TO CONFIRM IT MEETS NCDOT STANDARDS
/ __—w . vv - - - w- - - - w- - - - w
�J----ohe----ohe----ohe--
2'-0" VALLEY
CURB, TYP.
%1=r1t%AI ^1100
csR°3n'3�"� s17 An' /T)
4735-25-5115
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
PAVEMENT WITHIN NCDOT
R/W SHALL BE A MIN. OF
3"S9.5C AND 8"ABC/ OR
B25.00
ppew o W NrnnT,
PROP. DIRECTIONAL RAMP
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-70 (COS)
PROP. 2.5' NCDOT S43-
CURB & GUTTER ��S 6
(REF. NCDOT DETAIL)
rPROP. DIRECTIONAL RAMP
1 (wr7 N(Y1()T nF7TAII )
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!
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-3ml
INCH = 30 FEET

EXIST. TREE
TO REMAIN
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Q - - r, MATCHLINE SEE SHEET C-3.1
5
10'R O O 3'R 0 I
22 RIfFi 0 DIRECTIONAL
o o 3 R 4'R 23'R 2'-0" { CURB RAMP
VALLEY
24.0' ' I II I
CURB,
TYP. PROP. GAZEBO I �
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AREA (TYP.) 22 R I I �
6 24 0' I
S61 °22'42 "E 151.91 ' (T)
<a . 95R I
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•� CURBTIRAMP O 5
O PROP. 25'
MOUNTING HEIGHT
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' '• o� TYP. I-561'22'42'E 149.61' (T)
74'R 50,R
0 24.0' / I I
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\\ W/ENCLOSURE v O I
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4735-24-5077
\`
ACCESSIBLE PARKING
\ `i AND SIGNAGE / I REDELL1010 2 6TlES 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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, ��tl
3�12°
/
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\ / 4735-24-5077
\ / IREDELL PROPERTIES INC.
1010-216
\ / / ZONED: R-10M (COS)
P.B. 1, PG. 141
/
101*
/
/
101*
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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
2.11.2020
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ACCESSIBILITY LEGEND
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N ACCESSIBLE ROUTE LINE
r 2% MAX CROSS SLOPE, 5% MAX
ST. MARKS BAPTIST6CHURCH I 4735-25-5115 4735-24-6018 �LU
LONGITUDINAL SLOPE
DAMES K. RIDDICK & z 4735-24-7070
926-20 BOBBY L. MORRISON SAPHERIA RIDDICK W — RICHA82 - HOLLAND 2 MAX SLOPE AREA IN ALL ^ A
ZONED: R-10 (COS) 1074-275 996-7303 > Q 1822-1709 K H N
ZONED: R-10 (COS) ZONED: R-10 (COS) Z ZONED: R-10 (COS) DIRECTIONS
oQ
OLD WILKESBORO ROAD (SR 1645) � o ACCESSIBLE RAMP
DESIGN
NO RECORDED ROAD R/W FOUND u) U 2% MAX CROSS SLOPE, 8.33% MAX
60' R/W ILLUSTRATED J z LONG. SLOPE PARTNERS
NCDOT MAINTAINED 0 1318-e6 central ave. P 704.334.3303
SPEED LIMIT 45 MPH — — — — — — — —\ — — — — Q — — — — — — charlotte, nc 28205 F 704.334.3305
u rbandesi gn partners. com
\ S4� 4s F JJ UQ guj nc firm no: P-0418
2s fir) \ Sa j 28 j sc coa no: C-03044
S58'30'37'E 517.60' (T)
— — —I — — — — w — — — — w — — — — w —
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1 / 25' SETBACK
----------------
11 Ila
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C'O Cr —ff- "Fill
so
�3 �, � 0 � I ■
PROP. BUILDING ; 1
t31,100 SF � �� � , I ■
EXIST. TREES , , I I■
/ / \ TO REMAIN ■
/ x
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4735-24-6828
1 m ■
JAM 1509-730 STAPLES
\ \Lu � I I ■ ZONED: R- lOM (COS)
m11 ■ P.B. 1, PG. 141
52
\ \
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\ ° 1 ,, J 1 1 ■ S61'22'42"E 151.91' (T) _
\ \ 1 I■ I
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■
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\ \ ■ 4735- 7
■ REDELL PROPERTIES INC.
\ �/ ■ 1070-216
■ ZONED: R-10M (COS)
\ a ■ P.B. 1, PG. 147
\ s �
o\ 4735-14-9633 C� T
JOY M. CHAPMAN
■
805-548 �� 1 ■
c� ZONED: R-10 (COS)
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7 \ \ / ■
\ EXIST. TREES ■
\ \ TO REMAIN / �s
0,10
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\ / \ .� 4735-24-5077 \ / �.� IREDELL PROPERTIES INC.
1010-216
ZONED: R-lOM (COS)
P.B. 1, PG. 141
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KEN HILL ROAD
CITY MAINTAINED
BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAW!
ML
GRAPHIC SCALE
40 0 20 40 80
INCH = 40 FEET
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-3m3

4735-25-3462
ST. MARKS BAPTIST CHURCH
926-218
ZONED: R-10 (COS)
OLD WILKESBORO ROAD (SR 1645) 1
NO RECORDED ROAD R/W FOUND
i 60' R/W ILLUSTRATED
/ NCDOT MAINTAINED
/ SPEED LIMIT 45 MPH — —
r
M S58-30'37'E 517.60' (T)
—w / ' _W___
'--vv�e-=�v—w----w = w _ — —w— ---
A �^J`� ---ohe—'— —ohe— �>�—ohe—a johe-1--ohe—y--o - hem 9 —ohe----
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4735-25-5175
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
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4735-24-6018 0 Lu
JAMES K. RIDDICK & W Z
SAPHERIA RIDDICK
996-7,303 i
ZONED: R-10 (COS) Fr z
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4735-24-7070
RICHARD L. HOLLAND
1822-1709
ZONED: R-70 (COS)
SS 0 SS N SS SS 0. ■�
lot
OPQJ`�925 w wl far. w ^ / � ■ � �
920 — SETBAC — — 917 — — -- — —L _ —/ — — — — — -- C
,935 ,,5(R 0� / / TREE PROTECTION �� 4
5 / i _ ��. FENCE, TYP.
(REFER TO DETAIL).
03 I ■
PROP. BUILDING
±31,100 SF I / a' I ■ / / I /
FIFE: 919.25
I
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
EXIS/f. TREES `o 0) �� 1 I■ / / — �I / 1
/ \\ TO( REMAIN / / O I rn / / I\
6- 6-6.1 1 ■ / < w
GL�FLL 9 / \ / QO ■ \ 4735-244828 Fr Z
/ S� p� �G / / \ U I ■ \ JAMES TATAPLES / Q
/ / \ / • 917 / ■ 110 —730 O
W I ■ / ZONED 10M (COS) /
\ / \ ♦� O ■ / P 1, PG. 147 / lY
OM CA
0
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I :I
N : MATCHLINE SHEET C-4.1
/ °' Iy0 MATCHLINE SHEET C-4.2 1
I 1 ■ 91 / I +; C KEN HILL ROAD
I i / CITY MAINTAINED
�`. I 1 a I ■
— — — — —
\ • ,,, � � � I � I � �^ Ovj I ■ 561'22�2"E 151.91' (T)
JL
913 iSS-
--—iSS-
--—�--
LO
R:
\ I I
� .6 • ■� S61'22'42°E 149.61' (T)
\ EXIST. TREES \ \` I J ��, 5 111;J,z / / GRADING AND STORM DRAINAGE NOTES:
TO REMAIN \ 1 I �j �p I ■� /
\ / _ / °�� L rn I I �■w 1. ON —SITE BURIAL PITS REQUIRE A PERMIT.
--------------
N�, / / ,� / I ■� / 2. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
— — — — — — — — — — — — — \\� / I / , - - -- a I / / /7 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
\ ♦ ♦ I �� II �: / / IS A VIOLATION AND IS SUBJECT TO A FINE.
/ _ _ / I ■
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED
\ —924` \ rJ J O l 473�-24-5077 / WITH INSPECTOR.
♦ / 9�1 ■ IREDELL PROPERTIES INC.
----- --• CD 71070-216 /
\ / / \ �+ ♦♦`� �� - / 0 6 ■ ZONED: R-10M (COS) 5. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE
\ _ — — \ s i - - -� - I �1ti 9� 9� I ■ P.e.I 1, Pc. 141 / N ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
°1 I / ! PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY
\ . ■ OWNERS.
\ I �°DENUDED LIMITS / / / a\ �� ■ I I
;\ 4735-14-9633 \ �T ' I (5.85 ACRES) / ' 1 0 6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM
N JOY M. PMAN
805-54-548 �� \\ �� I �, I I I: I \ OF 0.5% SLOPE ON THE CURB.
ZONED: R-10 (COS) — — _ 9 \ I ' I i 1 I ■ \
TREE PROTECTION PROP. SCM
FENCE, TYP. I REF: C-5.1 ■ ` \
(REFER TO DETAIL) I \ i90 �O�O 10 / ■ l \ \
\ / EXIST. TREES 911 11 °� ■
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\ � / TO REMAIN
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4735-24-5077
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1010-216
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BEFORE YOU DIG! 0(-'&
CALL 811 OR 1-800-632-4949 C"
N.C. ONE —CALL CENTER
IT'S THE LAW!
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF
WAY IF DEEMED NECESSARY BY THE INSPECTOR.
8. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEW AND DOES NOT ASSUME
RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED
RETAINING WALLS ON THE SITE.
9. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF
WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO
INSTALLATION.
10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY
FROM BUILDING(S) AT A MINIMUM OF 2%.
11. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
12. STABILIZE ALL SLOPES GREATER THAN 3:1 WITH JUTE MESH.
13. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE VERIFIED
BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
14. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO
PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE, AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
IF ANY DISCREPANCY IN ELEVATION, AS NOTED ON THE
GRADING PLAN, OCCURS ON SITE DURING CONSTRUCTION THE
GENERAL CONTRACTOR IS TO CONTACT THE LANDSCAPE
ARCHITECT AND CIVIL ENGINEER IMMEDIATELY.
ML
GRAPHIC SCALE
40 0 20 40 80
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
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-400

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
L
4735-25-5115
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
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RICHARD L. HOLLAND
1822-1709
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TBM: TOP HYD r� �
_ BC 920.13
eC919.77 \ ELEV.• 975.91
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PROP. 3:1
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BEFORE YOU DIG!
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MATCHLINE SEE SHEET C-4.2
■
eC 991T 0 81'
1
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GRADING
LEGEND:
TOP OF
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TC
BOTTOM
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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
2.11.2020 I
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Project No: 19-039
Date: 04.02.19
Designed by: udp
ML
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Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-401

\ I i♦
\ \ \I \ \ \ I I �l / / / / / ♦♦♦ ♦ REDELL3PR24-50ES INC.
1010-216
�♦♦♦♦*
ZONED: R-10M (COS)
\ I / / I♦♦♦ P.B. 1, PG. 141
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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
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1010-216 /
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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
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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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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

Q`PO��G 90 0--c�
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TO REMAIN \
BEFORE YOU DI431
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
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 - -
4735-25-5175
BOBBY L. MORRISON
1074-275
ZONED: R-10 (COS)
15" INV:918.80a - 15" INV:917_50
10
RCP ' °j I co d'
PROP. /
\ PROP. CB-6 CB-5
�\ / 18" RCP PROP.
10 .9 / CB-3
/ \ 1.8 RCP
\ \
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CB-4 --
�
\ - PROP. FES-2-
4735-14-9633 C� �
\ JOY M. CHAPMAN
805-548
ZONED: R-10 (COS)
\ EXIST. TREES
\ \ TO REMAIN \
101,
i♦♦♦
4735-24-5077
\ \ I I / / ♦♦♦♦ IREDELL 1PRO PER6TIES INC.
♦♦♦ ZONED: R-10M (COS)
♦♦♦ P.B. 1, PG. 141
/ /
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-10 (COS)
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4735-24-7070
RICHARD L. HOLLAND
7822-1709
ZONED: R-10 (COS)
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110 -730
ZONED: 4 10M (COS) /
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1010-216 /
■
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STORM DRAINAGE PIPE TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
SLOPE
LENGTH
SIZE &
MATERIAL
CB-5
CB-4
1.12%
102.8'
18" RCP
CB-8
JB-7
2.33%
60.1'
15" RCP
YI-9
CB-8
1.61 %
74.8'
15" RCP
CB-10
CB-3
1.16%
60.3'
18" RCP
OCS-1
FES-0
1.00%
50.0'
18" RCP
CB-16
CB-12
1.52%
118.7'
15" RCP
CB-17
CB-16
1.11 %
58.7'
15" RCP
CB-12
CB-11
1.67%
54.0'
15" RCP
CB-13
CB-12
1.00%
190.9'
15" RCP
YI-15
CO-14
1.13%
48.8'
12" HDPE
CB-3
FES-2
1.40%
35.7'
24" RCP
CB-4
CB-3
1.11 %
108.0'
18" RCP
CB-6
CB-5
1.16%
90.3'
18" RCP
CB-11
CB-10
1.27%
63.0'
18" RCP
CO-14
CB-13
1.07%
37.3'
12" HDPE
JB-7
CB-6
0.83%
59.9'
18" RCP
DRIVEWAY IN
DRIVEWAY OUT
1.50%
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: 919.51
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.
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GRAPHIC SCALE
40 0 20 40 80
NONE NONE NONE
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1 INCH = 40 FEET
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DESIGN
PARTNERS
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charlotte, nc 28205 F 704.334.3305
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nc firm no: P-0418
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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 GRAVEL BED
A. EARTHWORK
6„ o 0 0 0 0 0 0 0 0 01.
THE FOUNDATION AREA SHALL BE CLEARED OF TREES, LOGS, STUMPS, ROOTS, BOULDERS, SOD AND UNSUITABLE SOIL. IF NEEDED TO ESTABLISH
PROJECT NAME:
NORTHGATE
GRAVEL BED
GRATE TOP ACTS AS
VEGETATION, THE TOPSOIL SHALL BE STOCKPILED AND SPREAD ON THE COMPLETED DAM AND SPILLWAYS. THE FOUNDATION AREA SHALL BE
0 0 0 0 0 0 0 0 0 o TOP OF SAND BED
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.
THEY SHALL BE DEEPENED AND WIDENED AS NECESSARY TO REMOVE ALL STONES, GRAVEL, SAND, STUMPS, ROOTS, AND OTHER OBJECTIONABLE
SAND FILTER TYPE:
SURFACE
25-YEAR WSE: 910.17
MATERIAL AND TO ACCOMMODATE COMPACTION EQUIPMENT. FOUNDATION AREAS SHALL BE KEPT FREE OF STANDING WATER WHEN FILL IS PLACED
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
FILTER FABRIC:
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
24" CLEANED
OPEN WEB TURF MAT
"CONCRETE"
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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
WASHED OR APPROVED EQUAL
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SAND BED
0.5'
p 4.0' 0.5'
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:
43%
° o
PLACEMENT, COMPACTED EARTH SHALL BE USED TO FILL ALL STUMP HOLES, MINOR EXCAVATIONS AND DEPRESSIONS FOR CAVITIES INSIDE THE
2-YEAR WSE: 907.94
EARTH FILL LIMITS.
PARTNERS
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
O p 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 SAND 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
b. (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
UNDERDRAIN SYSTEM
6 bWALL 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
o BOTTOM OF POND: 905.00
CHANGE.
TREATMENT EFFECTIVENESS:
85% TSS
BOTTOM OF SAND: 904.50
B. OUTLET DEVICE
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1. OUTLET DEVICE COMPONENTS ARE TO FABRICATED AS SHOWN ON THE PLANS.
NC STATE PLANE X (EASTING):
1,432,268
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TO BE CONNECTED
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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
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
(REFER TO DETAIL)
REQUIRED.
NOTES:
1
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C. CONCRETE
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1. ALL CONCRETE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM C 94. AN AIR -ENTRAINING ADMIXTURE
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1. SAND REFERS TO SAND THAT IS COMMONLY USED IN CONCRETE MIXES.
o BOTTOM OF SAND: 902.50
SHALL BE ADDED. THE CONCRETE SHALL BE PROPORTIONED TO MEET THE FOLLOWING REQUIREMENTS:
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COMPRESSIVE STRENGTH: MINIMUM 3600 PSI WATER -CEMENT RATIO: 0.40 - 0.50
SCM INSET TABLE - DRY
DETENTION
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2. SAND MEDIA SHALL MEET THE STANDARDS OF ASTM C33 OR THE EQUIVALENT (SAND
ANTI -FLOTATION DEVICE
SLUMP: MINIMUM 3", MAXIMUM 5" AIR CONTENT: MINIMUM 5%, MAXIMUM 8%
FILTER MDC 6).
0
7.0'Lx7.0'Wx1.5'D
COARSE AGGREGATE: 1" - 1 1/2"
3. ALL DRAINAGE AREAS TO A SAND FILTER FACILITY ARE TO BE STABILIZED PRIOR TO
INVERT: 901.00
D. GRASSING
PROJECT NAME:
NORTHGATE
2.11.2020
INSTALLATION OF SAND.
1. GRASS ALL AREAS DISTURBED BY CONSTRUCTION PER SPECIFICATION OF EROSION CONTROL DETAIL SHEET.
SEQUENCE ID:
1
4. UNDERDRAIN PIPES SHALL BE 6" PERFORATED SCHEDULE 40 PVC (PER AASHTO
E. PLANTING
M278) OR DOUBLE WALL HDPE (PER AASHTO M252). PERFORATIONS SHOULD BE
1. PLANTINGS ARE DESIGNED PER THE GUIDANCE OF THE HARP (HABITAT ASSESSMENT AND RESTORATION PROGRAM) MANUAL.
SURFACE AREA:
10,845 SF (AT TOP)
SPACED 6" ON CENTER ALONG 4 LONGITUDINAL ROWS SPACED 90' 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
CONSTRUCTION
LAND USE/DEVELOPMENT TYPE:
RESIDENTIAL
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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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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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FILTER BED WHEN THE ACCUMULATION EXCEEDS 1-INCH.
TREATMENT EFFECTIVENESS:
85% TSS
1_0
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HDPE STRUCTURAL PLASTIC
THE SAND MEDIA SHALL BE SKIMMED AT LEAST ONCE A YEAR.
NC STATE PLANE X (FASTING):
1,432,268
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1/4" PLATE AND GRATING
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Date: 04.02.19
STAINLESS STEEL
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PLAN VIEW: OUTLET STRUCTURE SCALE: NTS
DETAIL: ANTI -SEEP COLLAR SCALE: NTS
PLAN VIEW: SAND FILTER DRY DETENTION POND
SCALE: 1 - 20
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NORA WOODS DANIELS
759-19-1/
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^'O RECORDED ROAD R/W FOUND
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4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-7303
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DESIGN
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1318-e6 central ave. P 704.334.3303
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-502
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Project No: 19-039
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Date: 04.02.19
Designed by: udp
BEFORE YOU DIQI
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Drawn By:
CALL 811 OR 1-800-632-4949
Sheet No:
N.C. ONE —CALL CENTER
GRAPHIC
SCALE
IT'S THE LAWI
60 0 30 60 120
1 INCH 60 FEET
C�5m3
=

DLEY FARM RD
rTE 40
TER/
S✓
VICINITY MAP a
FIRE HYDRANT TEST
HYDRANT LOCATION:
TEST RESULTS:
DATE PERFORMED:
STATIC PRESSURE:
RESIDUAL PRESSURE
FLOW:
INTERSECTION OF OLD
WILKESBORO RD &
BRADLEY FARM RD
1 /30/2020
75 psi
40 psi
677 GPM
4735-25-3462
ST. MARKS BAPTIST CHURCH
926-278
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. SSCO-3
RIM: 920.02
INV. IN: 915.40
IWC 8" PVC wAKERLINE INV. OUT: 915.40
WC 8" PVC WATERLINE / _ . PROP. 2-7 LF
- Iohe--- moo - ohe ----o e-
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- - - PLASTIC METER BOX-
��yo 1-3 WITH HOSE BIB
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Q�� / QJG/ @i o �O (3�6' E 1L PROP. 3/4'x3/4' TEE
or
EXIST. TREES
/ \ TO REMAIN
WATER NOTES:
1. IREDELL WATER CORPORATION'S SPECIFICATIONS FOR WATER LINE EXTENSIONS CAN BE
FOUND AT HTTPS://IREDELLWATER.COM/DOCUMENTS/431/IWC-SPEC-BOOK--12-2010.PDF
2. FOR DOMESTIC AND FIRE LINES, THE ENGINEERING, PERMIT FEES, INSTALLATION, MATERIAL,
AND LABOR SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
3. FOR IRRIGATION, THE TAP AND METER SHALL BE INSTALLED BY IREDELL WATER
CORPORATION. THE DEVELOPER SHALL BE RESPONSIBLE FOR RPZ INSTALLATION AND ANY
PRIVATE LINE ON CUSTOMER SIDE OF METER.
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 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 MANNFR AS TO NOT ALLOW ANY STANDING WATER.
7. 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 ATTHE 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 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 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 tFSS THAT 12" DIAMETER UNLIF55
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 1112 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.
S. 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 4B .01241e).
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 STATESV
PUBLIC WORKS DEPARTMI
IL L E
SIT
SANITARY SEWER
General Notes
DETAIL #
REVISED
5-14
MAY 2010
SCALE:
SHEET#
N.T.S.
1 OF 1
m
\ EXIST. TREES
TO REMAIN
ON THIS SHEET
PROP. -Y4" WATER LINE
183 LF TEE TO BOX
I
PROP. UNDERGROUND -
PLASTIC METER BOX
WITH HOSE BIB
PROP. 2" PVC CONDUIT
FOR FUTURE ELECTRICAL
4735-25-5115
BOBBY L. MORRISON
7074-275
ZONED: R-10 (COS)
4735-24-6018
JAMES K. RIDDICK &
SAPHERIA RIDDICK
996-1303
ZONED: R-10 (COS)
[-PROP. UNDERGROUND
[-PROP.
A4ZT1(` AAFTFR Ar)Y
4735-24-7070
RICHARD L. HOLLAND
1822-1709
ZONED: R-10 (COS)
PROP. 383 LF
8" PVC ® 3.26% o
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PROP. 6"x6" TAPPING \ ♦♦♦s
SLEEVE & VALVE PROP. 3/4' CORP. STOP \ / ♦♦♦
(TO BE INSTALLED BY DEVELOPER) (TO BE INSTALLED BY IWC 8" PVC WATEI \ /♦♦♦♦♦
IREDELL WATER) \ \ ♦♦♦
-W----W----W----W----W----W PROP. 3/4' IRR. METER \ \ \ � � ��♦
WATER METER 17 LF TAP TO 22 LF METER TO ME BFP \\ / ��/ ♦����\�\�
TER
(TOBY BE DEVELOPER) IR DELL IWATER)EO BY \\ �/ C BUFFER ♦♦�P����♦�5p�c
PROP. 6" PVC WATER LINE- - - PROP. BALL VALVE BEHIND METER, \ / / / �/ ♦. ♦®
' 14 LF TAP TO METER 7 � � ' � � � • \
12 LF METER TO TEE PROP. 3/4'I TEE \ / / ♦®♦♦
8 LF TEE TO BFP 19 LF BFP TO TEE \ / 2 / / ♦♦♦
w w w w w w \ // / ♦♦♦
PROP. 6"1 TEE \ / / ♦♦♦
GV 3' NE OF TEE \ / / ♦♦♦
- - - - - - - PROP. 3" PVC WATER PROP. %" RPZ BFP - - - - \ \ / / /♦♦
/ ♦ 4735-24-5077
3 13 LF TEE TO BFP (TO BE INSTALLED \ \ / ®0♦ IREDELL PROPERTIES INC.
16
TPROP. 3" DOM. RPZ BFP BY DEVELOPER) \ / ♦♦ 1010-2M
(TO BE INSTALLED BY 3 \ / / ♦♦ ♦♦ ZONED: R-10(COS)
♦ P.B. 1, PG. 141
r DEVELOPER)- o PROP. 6" FIRE RPZ BFP \ / // / :♦♦
° o (TO BE INSTALLED BY \ / ♦♦♦
3ATDEVELOPER) \ \ / ♦♦♦♦
COORDINATE TIE-IN \ \\\///♦j♦♦♦
h° LOCATIONS W/ ♦♦♦
PLUMBING PLANS ♦♦♦
`%
WATER LINE INSET
SCALE: 1 = 20♦�
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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
ROP. SSMH-1
IM: 908.98
J V. IN: 900.50
J V. OUT: 900.30
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INV. IN: 884.51
INV. OUT. 884.51 0
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-6mO

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BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
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INV. OUT.- 884.51 ay —
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PROP. 8" SANITARY SEWER
HORIZONTAL SCALE: 1 = 40
EXISTING GRADE
PROPOSED GRADE
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PROP. SSCO-3 -- — — — — — — — — — — — —
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PROP. SSMH-2 M----M----M----M---
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URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
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nc firm no: P-0418
sc coa no: C-03044
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
C-6m 1

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 c i
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE N
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ti
T
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION 4735-25-3462 4735-24-601B 0
ST. MARKS BAPTIST CHURCH 4735-25-5115Lu
DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL 926-218 BOBBY L. MORRISON JAMES K. RIDDICK & LU z
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS ZONED: R-10 (COS) 7074-275 SAPHERIA RIDDICK
PROPERLY. ZONED: R-10 (COS) ZONED: R - 10 (COS) z
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES p Q
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS Y
NECESSARY TO MAINTAIN A BARRIER. OLD WILKESBORO ROAD (SR 1645) I U ~p
NO RECORDED ROAD R/W FOUND ~
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED /
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS 60 R/W ILLUSTRATED I / J z
DENSE VEGETATIVE COVER. NCDOT MAINTAINED / p
SPEED LIMIT 45 MPH / - - Q
EXIST. DRIVE & / U
12" CMP TO /
4735-24-7070
RICHARD L. HOLLAND
1622-1709
ZONED: R-10 (COS)
I
� 1 BE REMOVED
9 \
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�P 'C�" O _ • � / ' SETBACK
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P � I Q0 0'� ' / - - -' i � / I '
�� p�(00 AGO ��\ �j a � 12'x5O' GRAVEL
5Q� P0� • CONSTRUCTION
5L TREE PROTECTION ENTRANCE / /
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- J 5 FENCE, TYP. • (NCDOT STD: 1607.1)
EXIST. HOUSE 7 /
i \ / (REFER TO DETAIL) • TO BE REMOVED
DENUDED LIMITS
- _ (5.90 ACRES)
ore � \ EXIST. TREES
\ / \ TO' REMAIN
STONE SILT FENCE OUTLET #1 '
\ \ \ /c 0 / (REFER TO DETAIL)
o / DRAINAGE AREA: 0.36 AC
4735-24628
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4735-24-2817 TEMP. DIVERSION DITCH
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EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE
CLOTH & GRAVEL INLET PROTECTION
■---------■
DENUDED LIMIT
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SANITARY SEWER (EXISTING)
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SKIMMER
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TEMPORARY DIVERSION DITCH
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WATER LINE (PROPOSED)
WATER LINE (EXISTING)
ROCK CHECK DAMS
EVERY 50 LF, TYP.
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LINED W/ NORTH AMERICAN
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(REFER TO DETAIL)
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OUTLET STRUCTURE
SKIMMER SIZE: 2.0"
(SEE EC NOTE 15)
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(REFER TO DETAIL)
STONE SILT FENCE OUTLET #3(REFER DETAIL)
/
DRAINAGEO AREA:0 49 AC
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\ - - - GREEN S75 OR APPROVED EQUAL ROCK PIPE
\ / (NCDEQ: 6.20) INLET PROTECTION / 18" FES & /
/ • i� (NCDEQ: 6.55) o RIP RAP APRON /
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POROUS
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ELL PROPERTIES INC. l
- - / TD (NCDEQ: 6.65) m m 0) 101
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ZONED: R-10M (COS)
924
• i � V � P.B.I 1,, PG. PG. 141
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4735-74-9633
JOY M. CHAPMAN / \
805-548 2- / STONE SILT FENCE OUTLET #4
ZONED R-10 (COS) _g2 \
(REFER TO DETAIL) \
V / DRAINAGE AREA: 0.06 AC \
i \ / 15" HDPE SLOPE' DRAIN
\ / EXIST. TREES W/ 6'x6' RIP RAP APRON
/ TO REMAIN (NCDEQ: `P.32)
101*
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DEMOLITION NOTES:
1. EXISTING INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY PREPARED BY:
\ / // / 16' SPILLWAY
KESTLER SURVEYING, INC.
2351 SIMONTON ROAD \ ,J � / / / I / � ELEV: 909.50
STATESVILLE, NC 28625 LINE W/ GEOTEXTILE
[phone] \ / SOIL D / / . FABRIC TO TOE OF SLOPE
Rlv / TREE PROTECTION
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. \ - FENCE, TYP. \ STONE SILT FENCE OUTLET #5 \ \ (REFER TO DETAIL) \ REFER TO DETAIL
3. HOLD ON SITE PRE -CONSTRUCTION MEETING WITH IREDELL COUNTY EROSION CONTROL INSPECTOR PRIOR TO ANY D\ OLITION. - \ \ \ S�1BPC� DRAINAGE AREA: 0.09 AC
v v l 5 .00-�<
4. SITE IS OCCUPIED BY EXISTING BUILDINGS, STORM LINES, PAVEMENT, POWER POLES AND UTILITIES. IT IS CONTRACTORS 2 10, PROP. SKIMMER BASIN (PH1)
RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES THAT MAY HAVE UTILITIES ON THE SITE TO GET A DETERMINATION IF ANY \ \ I 10,_ DRAINAGE AREA: 4.78 AC
UTILITIES EXIST THAT WILL BE IMPACTED AND DETERMINE THE REQUIRED PROCEDURE FOR ABANDONMENT OF THE EXIST G \ DENUDED AREA: 3.90 AC
UTILITIES.
\ \ \ o BOTTOM ELEV: 906.00 /
SED. STORAGE: 1.5'
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND SEQUENCING OF DEMOLITION OR RELOCATION OF UTILITIES WITH \ I \ / 4735-24-5077 STORAGE DEPTH: 2.0'
APPLICABLE UTILITY COMPANY. \ \ mIREDELL PROPERTIES INC. TOP OF DAM: 911.00
1070-216
6. CONTRACTOR TO REMOVE EXISTING STRUCTURES AS DIRECTED BY OWNER. CONTRACTOR TO REMOVE STRUCTURES, FENCES, SH DS / ZONED: R-1oM (COS) MIN. DIMENSIONS: 70'x135'
\\ P.B. 1, PG. 147
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.
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8. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN
101
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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.
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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.
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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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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 IREDELL COUNTY.
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
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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
URBAN
DESIGN
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
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nc firm no: P-0418
sc coa no: C-03044
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6. BEGIN DEMOLITION, CLEARING AND GRUBBING THE REMAINDER OF THE SITE. CONTRACTOR -9
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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.
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Project NO: 19-039
•• FOR S CONTROL LON CONT
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Date: 04.02.19
WITH EACH OFCTOR
NSP INSPECTOR PRIOR ON COMMENCING EROSION SUURESOL
Designed by: udp
DDrawn
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BEFORE YOU SIC!
CALL 811 OR 1-800-632-4949 Sheet No:
N.C. ONE -CALL CENTER GRAPHIC SCALE
IT'S THE LAWI 40 0 20 40 80
1 INCH = 40 FEET C-700

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EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS LINE
EXISTING UTILITY POLE
FLARED END SECTION
POROUS BAFFLES
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ROCK CHECK DAM
ROCK PIPE INLET PROTECTION
& HDPE SLOPE DRAIN
SANITARY SEWER (PROPOSED)
SANITARY SEWER (EXISTING)
SILT FENCE
SILT SACK INLET PROTECTION
SKIMMER
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STORM DRAINAGE (EXISTING)
TEMPORARY DIVERSION DITCH
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4735-14-9633
JOY M. CHAPMAN
805-548
ZONED: R-10 (COS)
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4735-25-3462 4735-24-6018 � r
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926-2BOBBY L. MORRISON SAPHERIA RIDDICK L.l — RICHARD L. HOLLAND
ZONED: R-10 (COS) 1074-275 996-1303 > 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 — — — —
ROCK PIPE (HORSESHOE)
INLET PROTECTION
(REFER TO DETAIL)
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(NCDEQ: 6.65) a'
SILT SACK INLET
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AT ALL INLETS / s
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DRAINAGE AREA
\ DELINEATION / / �•
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IREDELL PROPERTIES INC.
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1gPC� PROP. SKIMMER BASIN (PH2)
\ / SE �� DRAINAGE AREA: 4.98 AC
25 /�00 DENUDED AREA: 3.85 AC
/#00 _ BOTTOM ELEV: 906.00
SED. STORAGE: 1.5'
\ \ ��*� STORAGE DEPTH: 2.0'
/.0 0� TOP OF DAM: 911.00
47J5-24-5077
MIN. DIMENSIONS: 70'X135'
IREDELLPROPERTIES INC.
1010-2 ZONED: R— lOM (COS)
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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
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GRAPHIC SCALE
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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
2.11.2020
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Date: 04.02.19
Designed by: udp
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1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS UNLESS A CURBING MACHINE IS USED THEN 15 7007 JOINT SPACING/\\\�\\
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,
MAY BE USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
1. INSTALL 10EXPANSION JOINTS AT 50' O.C. AND WHERE WALKS ABUT OTHER WALKS, OR
/
/
i
I N
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1121NCH SHALL BE OBTAINEO.
OTHER CONSTRUCTION. SCORE WALK TO A DEPTH OF
2. ALL SIDEWALKS SHALL BE 3000 PSI.
D14 AT 570 6Q.C.
c
SC�`
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
3. CONCRETE SHALL BE BROOM FINISHED WITH2.5"STRIKING AROUND EDGES TOGNEA
HEAVY DUTY ASPHALT CROSS SECTION
TYPICAL ASPHALT CROSS SECTION
1 I IDI 1111
4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENTTO ALL RIGID OBJECTS.
PICTURE FRAME APPEARANCE.//�
5. ALL CURB AND GUTTER SHALL HAVE A 30M 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.
NOTES:
2.11.2020
oieTATsyf DETAIL# REVISED
.�STREET
CITY OF STATESVILLE STD MAY
o� aT
4
�` � CITY OF STATESVILLE
DETAIL# REVISED
STREET ST-9 MAY2010
1. GEOTECHNICAL ENGINEER
DESIGN PER ACTUAL SOIL
SHALL REVIEW AND APPROVE ASPHALT PAVEMENT
CONDITIONS AND OWNERS LOADING REQUIREMENTSki
Mgiflll ,lGlRIILT"■ -
INgLL1AY46RKUlT"■
I
PRIOR TO START of CONSTRUCTION.
PUBLIC WORKS DEPARTMENT SCALE: SHEET#
'a •: � Curb &Gutter Section
� PUBLIC WORKS DEPARTMENT
Concrete
SCALE: SHEET#
Sidewalks
of N.T.S. 1 OF 1
°i�`
oS'
N.T.S. 1 OF 1
2. HEAVY DUTY ASPHALT
PAVEMENT SHALL BE PROVIDED FOR ALL FIRE
APPARATUS ACCESS ROADS
AND DESIGNED TO SUPPORT AN 80,000LB LOAD.
PAVING CROSS SECTIONS
SCALE: NTS
ti
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00
N
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s oR a y
1 3/4"
VARIES
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F o
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45 DEGREE CHAMFER
8 MAX. SPAN, SEE PLAN
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NOTES:
4" x 4" POST
NOTES:
1. TRANSITION IS NOT TO BE LOCATED
WITHIN THE CURB RADIUS. Q.
.d. . e ' •o.
< d. �
1
1. CURB SHALL BE DEPRESSED AT
DESIGNATED AREAS EVEN IF SIDEWALK IS
44"
d
' 4'
1/2'
CT5
U)
NOTTHERE ISOMETRIC VIEW
2. ALL HANDICAP ACCESS RAMPS SHALL BE
1" X 6"
2'-s•
-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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L�
VALLEY CURB AND GUTTER
SHALL EXCEED 1"i12'(GRIN
RELATIONSHIP
O }'
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STREW. GUTTER
2" x 2" NAILING STRIP
SCALE: NTS
a)
C/)
SEE PLANS
BEYOND
PAVEMENT SIDEWALK
} _-- -- - -
12"
,
6' CONC. PAD
�
6
MINIMUM NUMBER MINIMUM NUMBER of
ACCESSIBLE PARKING REQUIREMENTS
06
1z:1 MAXSLQPE
18"
ELEVATION
TOTAL PARKING SPACES of ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
PRov10E0 SPACES REQUIRED TO BE VAN ACCESSIBLE
PARKING SPACE PAVEMENT MARKINGS O
© ©
E
CURB
SECTION A -A
6"x6"x1.4"W WWM
NOTES:
1 TO 25 1 1 SIGNAGE-� ® ® ® ® © © ® © MUTCD
LL
m
r DETAIL# REVISED
4' COMPACTED SUBGRADE
�:LCONCRETE
1. ALL W000 TO BE PRESSURE TREATED
26 To 50 2 1 (MUST NOT OBSTRUCT
ACCESSIBLE ROUTE)
V A N R7-8P
ACCESSIBLE ROUTE ACCESSIBLE 12"x6"
RESERVE D
N 0
o y
` CITY OF STATESVILLE srBEEr
BT_,0
„��,"
FOOTING
40 CCA oR EQUAL.
2. ALL HARDWARE TO BE GALVANIZED
51 TO 75 3 1
(SEE NOTE 2)
76 To 100 4 1
RMUTCD7-1
R7-1
PARKING 12•x,9- PARKING MUTCD
R7-8
■
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SCALE: SHEET'
�b v PUBLIC WORKS DEPARTMENT Accessible Curb -Cut
�Ty`O N.T.S. 1 OF ,
SECTION
UNLESS OTHERWISE NOTED.
SEE STD. No
101 TO 150 5 1 50.09 FOR
DIMENSIONS
RESERVED MUTCD
® ® ® PARKING
12"x18"
ANY
(�
cz
151 To 200 s 1
® ® R7 8ICE
TIME
V
,--,
L0
201 TO 300 7 2
ONE OUT OF EVERY
� • �
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WALL
SECTION
301 TO 400 8 2
401 TO 500 9 2
SIX (6) ACCESSIBLE
11' 5' 8' 8' 8' 8' S' g' SPACES, BUT NOT
LESS THAN ONE, IS
OPTIONAL MAXIMUM SUPPLEMENTAL
ACCESIBLE PENALTY ACCESSIBLE SIGN
12'X9"
`~
♦ ♦
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(�
501 To 1000 2% of TOTAL 1 IN EVERY 6
ACCESSIBLE SPACES
REQUIRED TO BE VAN
ACCESSIBLE, PER
VAN VAN
ZONE $250
�szd 3,.e
W
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BRICK ROWLOCK
0
SECTION 1106.5 of MAXIMUM SUPPLEMENTAL
ACCESSIBLE ACCESSIBLE INC STATE BUILDING PENALTY ACCESSIBLE SIGN
CODE 50 12•X9•
p
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1001 AND OVER EACH 100 OVER FOR 000 ACCESSIBLE SPACES RY 6
(OPTIONSPACS 1) (OPTIONS 2)
G5�"- s
SEE STANDARD N0. 50.10C FOR
U
00
6" I.D. STEEL ROUND TUBE SLEEVE HINGE.
a
SUPPLEMETAL SIGN DETAIL
WELD TO GATE FRAME. (TYP.) WITH
GREASE NIPPLE CENTERED
SOLDIER COURSE
o
REFERENCE: SECTION 1 106 OF NC BUILDING CODE
EQUAL EQUAL
FENCE AND GATE TO BE
HORIZONTAL AND PLUMB
NOTES:
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3j
F3 "X3' X II/4' GA.
TUBULAR STEEL E
BRICK RUNNING B 0 N D TYP .
1n
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" 1"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.
V A N f SIGN R7-8P
ACCESSIBLE
[RESERVED'
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4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
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2"X4" MID RAIL
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DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
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VERT. STYLE -BOTH SIDES
#3 REBAR C� 24 OC VERTICALLY
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UJI2"X4"
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U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SUPPLEMENT BUILDING CODE FOR
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1 T&G VERTICAL SIDING
RABBIT JT. LATTICE AND VERT. SIDING
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AND NC ADDITIONAL
INFORMATION.
G PARKING
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TO THE BACK OF THE RAILS AND STYLES.
- ATTACH WITH EXTERIOR GRADE SCREWS.
SOLDIER COURSE
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ATTACH WITH EXTERIOR GRADE SCREWS.
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STOP PLA E (TYP.)
ATTACH 2"X4" RAILS & STYLES r0
TO GATE FRAME WITH 1 4
HORIZONTAL REINFORCING
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3"
STAINLESS STEEL BUTTON HEAD
EVERY 6TH COURSE
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INNUT. SIZE LENGTH TO FIT WITH
5;
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MAXIMUM. 1 2' EXTENSION BEYOND
NUT. BOLT HEADS TO FACE OUT.
2'X4' BOTTOM RAIL
6 CONCRETE PAD,
MAXOMUM
MAXIMUM
U.J PENALTY SUPPLEMENTAL
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-- - - - - - - - - - - - - - - - -
3600 PSI 28 DAYS
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GATE POST TO BE 6" I.D.
ROUND STEEL TUBE WITH
A
ACCESSIBLE SIGN
Dip
30" 6" CONCRETE (3600PSI) CANE BOLT - PROVIDE SLEEVE
W/ 6"x6" WWM GLOSSED
(4" MIN) ROUNDED CAP
PENALTYR7-8P
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POSITIONSFOREACHGATE
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POST FOOTING
DIMENSIONS (INCHES)
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6„ HOLD FOOTING FOR POST
BELOW BOTTOM ELEVATION NOTES:
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6 X6 X WWM
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A B c D E F G H J K L
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1 • ALL WOOD TO BE PRESSURE
TREATED 40 CCA.
(TYPICAL)
12 s 3/8 3/9 1 -1/21-1/20 1/2 10 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) .INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
C S 2 O - 3 7 6
w FINISHED GRADE
.
SERIES D LETTERS
:, ..
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� 10"
III III
GATES
Date: 04.02.19
5. RETAINING WALL AND FOOTINGS BEYOND NOT SHOWN.
DETAILS THIS SHEET.
� 2 O.C. LONGITUDINALLY
LEGEND AND BORDER -GREEN
Li
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:
H-I Z
3o-
It" EXPANSION JO:
STD. 848.01
0 �0000NSTRUCT
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
z H o F_
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
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
a
Z
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SIDEWA
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES. 4^�
err RAD SURFACE OF
SIDEWALK " EX
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(SEE STD. 846.01)
0
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TRANSVERSE EXPANSION JOINT
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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.
1�" RAD L§" RAD
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PROPOSED
OCONIC.
/
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CONCRETE PROP• CBGP
oPAVEMENT
SIDEWALK
SHEET 1 OF 1
OAC 1%-4
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
2'-5" CURB d GLISTEN
�`��•. xEND TRFA WENT
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ME OF FAYEMIMI
��. 1� " .,a-coNceera cure DLrLcreAeRL
A. fs
�
`.lr W,_ARw,aN
PAY LIMITS FOR 1 CURB RAMP
C833% rl?:I) MAX RAMP SLOPE
(a; cRoss saoPE: zaax
ii` cuRR RAMPS RRQuiRE A w•-o^r M,N,MUM L,ND,NG
� HT(D A MAXIMUM CROSS SLOPE AND LONGfTVDiNAl SLOPE
OF 2.6tlK, N'NSRb PEDESZRIANS PERFORM TURNING MANEWERS.
5L0I•R TO DHAIN TD CUAB.
I
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TSlandnrd Concrele
( DAch Sid.550.01
I IRiPRaP or Matting)
I�
1
1
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SIDHT TX1+4TIGLE
f►yP.a
------^-•------------
R■]D'
WGE Of PAvv4NT
EDGE Of IAVyaKr EYJMNa ROAD EOGI OF ikhxeruNrr
R11r
-• NOTE: Permanent praiTloge oasements may be required to aCeomodata dreinoge he3yond tho right -of -Tway.
RECOMMENDED ROAD C0NNECTI0N
WITH CURB AND GUTTER
NDNWALR �
iy
l' J
TYPE 16 y
C,
�N. � I I I I _ . ✓
''� y' `- coxceeTs DrrRrssaD cuRe
S.]]16 DI1�ALIXOSWPS �` .NfN
TYPE 1
REFER TO ROADWAY STANDARD DRAWING NUMReR eI&OS SHEET 3 OF S FOR ALL TAMP NOT&S
-0" TO EDGE OF PARKING SPACE
EDGE OF PARKING
SPACE
SEE PLAN FOR
PAVEMENT TYPE
=1II I a all
q d a
a as
CC
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) F
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 WIDTH.
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
or,
MP)
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' °
TO MATCH EXISTING PAVEMENT ° • ° ,
THICKNESS OR 2.5" MIN. ° a 8 8
a A • , Il E
EXISTING
STONE
a. e E •
d a
COMPACTED
ABC STONE $,
1111 lll�l J
COMPACTED J f V
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BACKFILL
111
rl �/
U�RIES
1IIlf��l /'
-11_1111
COMPACT SELECT
BACKFILL IN G" LIFTS a•p'
_
( MATERIAL NO
, /
LARGER THAN I")
SEE NOTE f21
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 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.
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
HEAPED UP TO
PROMOTE . W W • 111 I w w + `/
VEGETATION W ` - • � - w
GROWTH
COMPACTED x"
BACKFILL
1�5 �11111=11 �l�j�
COMPACT SELECT
�
BACKFILL IN 6" LIFTS
( MATERIAL ND
LARGER THAN 1"
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SEE NOTE
SEE NOTE 1112 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 ABED 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 V 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 WITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
T DETAIL# REVISED
CITY OF STATESVILLE SANITARY SEWER &12 MAY 2010
IN➢OyrFrA6NKiAr6Er Trench, Bedding, St SCALE: SHEET#
PUBLIC WORKS DEPARTMENT
- ov Backfill Off Road N.T.S. 1 OF 1
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CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
SANITARY SEWER
Utilities in R/W
BACK OF CURB UP TO 1.5% TOP OF CONCRETE CURB (BEYOND) J
(2.0% MAX) RAMP SLOPE UP TO
DETECTABLE WARNING 75% (8.33% MAX) 1/2" EXPANSION JOINT
SEE DETAIL 10,3513 SW TRANSITION
PANEL •- SEE
SIDEWALK NOTE 5 2' MIN,
TRANSFFION ' ` • • •" NON -WALK SURFACE _ _ _ _ U RBA N
PANEL - SEE 6
NOTE 5
RAAP SLOPE p VARIES s 4 D E S I G N
!� o L.-
UP r0 7.s>c. MATCH 2" TO 5.0' 6"
l6'� SIDEWALK WIDTH F THERE IS AN
SEE 2'-6" CURB ❑ETECTABLE WARNING NTERSECTING
TOE OF RAMP -A AND GUTTER 2' MIN. WIDTH IN RAMP, A TURNING
R6' ` RADIUS • DETAIL BELOW DIRECTION OF SPACE/LANDING Is PARTNERS
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 RUNNING SLOPE charlotte, nc 28205 F 704.334.3305
TURNING SPACE: IF
INTERSECTING RAMP}" FLOWLINE DEPTH urbandesignpartners. com
AT RAMP LOCATION nc firm no: P-0418
PLAN TYP. 3-4a T$} sN Tonw N P■El sc coa no: C-03044
RAMP RUNNING EDGE OF uP To s% MAX.) 2x uM1 1sn fu NAl)
SLOPE UP TO 7.57 1 /2" EXPANSION JOINT (TYP,) PAVEMENT
(8.33% MAX)
(INCLUDES I' s
• DETECTABLE` CROSS -SLOPE . W �� NON --WALK SURFACE
III I I
WARNING) 1-5% (2-001, MA Z _s \\VV1111 Cq 117j77/
CURB AND GUTTER \\\\ .0 N ARO/
W •. ` TOE OF RAMP 2'-6" CURB AND GUTTER DETAIL :�'F ES S%O`er/���
VARIES` • MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS `
°m°mm m°°°m°o 1 ``
NOTES:
,. 1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEE OR LESS
CURB HEIGHT 6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS 8-FOOT SIDFWAEXS WITH CURB RAOR OF 25 FEET OR LESS
VARIES 0- TO 6" SIDEWALK TRANSITION 2- DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
1' A� SEE NOTE 2 PANEL - SEE NOTE 5 STRIP (NON -WALK SURFACE) 1$ PROVIDED. 00 NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT �i �•
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
CONSTRUCTION JOINT (TYP.) 3. AL�CONDCRETE SHALL BE A7 LEAST 3600 P51.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION ffllllllll\11�
S. SIDEWALK TRANSITION PANEL: PREFERRED DESIGN IS 1.5% 2.0% MAX IN ALL INPECTI04S IN FRONT
PERSPECTIVE
f )
OF GRADE BREAK &DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST T k NO EXCEED 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. 2.11 .2020
SCALE:NTSr DIRECTIONAL CURB RAMP
MANHOLE RING, AND COVER
e (SEE DETAIL)
V2 PIPE DIA, D3 PIPE DIA.
SECTION THRU TROUGH
GROUT MANHOLE FRAME
TO THE TOP OF MANHOLE
GRADE RINGS AS REQUIRED
A
USE AN APPROVED 8rWMINCU$
BASE SEALANT APPLIED TO TOP
a OF CONE SECTION
STEPS SHALL BE PLACED
AT 12" ON CENTER AND SHALL CONFORM
TO NCDOT SPECIFICATIONS d °
A USE ECCENTRIC CONE
GROUT ALL
a ` ' EXTERIOR JOINTS (TYPi
ALL JOINTSTO0ETONG LIE IGROCVEWI 4 4' E
PREFORMED BUTYLRUBBER (MI GASKET a 4'
MEETING AASHTO M-198, ASTM. C-990 4 a s
4 ° a 9
411). PRECAST MANHOLE f 12p
TO MEET REQUIREMENTS OF a
e
ASTM II AASHTO M-199 , 5 � •a PR
A I�
�p d , < T>1RL$RS�R�RS�
" $� Illy Ag REQ 4RE0
NOTES:
. °
1. MANHOLE DESIGN SPECIFICATIONS
SHALL CONFORM TO LATEST ASTM AND
NCDOT SPECI FICATIO N S 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 ANiXOR ECCENTRIC 6" �? 5, C923 SPECIFICATIONS. SEE PLANS FOR
SECTION WITH {2} 10 ANCHOR BOLTS. $J�`PIPE SIZES AND INVERT ELEVATIONS.
4. CONTRACTOR SHALL SUPPLY
CONCRETE COLLARS OR FLEXIBLE 6 ACE THE CHANNEL DROP THRU
RUBBER BOOTS ON ALL MANHOLE MANHOLE IS 0.2' MIN AND 1.6 MAX
INFLUENT AND EFFLUENT PIPES.
DETAIL # REVISED
CITY OF STATESVILLE �
4° SANITARY SEWER " S-1 MAY 2010
IWBvcur•AGtRCRRLnRM
' PUBLIC WORKS DEPARTMENT 4'PRECAST MANHOLE SCALE: SHEET#
nsR01 N.T.S. 1 OF 1
ALI Joints
to receive
1' Butyl 6-
Rubber setback
Sealant to
secure
Top
GRADE SHALL SLOPE
FROM VAULT
TWO 1' DIA. HOLES SPACED
OPPOSITE OF EACH OTHER
4-VDIA
ANCHOR HOLES
A
12'
TOP OF COVER
VIEW
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0 112" BOTTOM OF COVER
O VIEW
11T' R
1 � A 1" R
+ 60" TYP.
L4E V-� . PLAN
23-I rr }+
DETAIL 316" 3" r 1
I Yi7l-
2�-114'SURFACE TO BE MACHINEDO
T
SURFACE TO BE MACHINED 23 314" 7-112'
MINIMUM WEIGHTS-LBS.--------1� -
FRAME -190 1"
COVER -124 22-718" 112"
TOTAL -310
24-1 " f2 f
4-316"
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
S-9 MAY 2010
PUBLIC WORKS DEPARTMENT Standard Manhole Frame SCALE: SHEET#
and Cover N.T.S. 1 OF 1
Y REDUCED PRESSURE PRNCRE ASSEMBLY 6' REDUCED PRESSURE PRIPOKE ASSE118LY
u RNBR:ii wn` «m': a�a vR. wc,monen:v �` 'm"ioonea'"'i�
Top View
4' X 6' VAULT DOOR, DOUBLE LEAF, ALUMINMUM, TRAFFIC RATED
HALLIDAY PRODUCTS COMPANY
US FOUNDRY AND MANUFACTURING, 00.
THE BILCO COMPANY
Top to receive Rings /
Covers, Alurolnuro Hatches
or as required
V Butyl Rubber Sealant In Joint
Top Side View
V Butyl Rubber Sealant in Joint
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VALVES SHALL
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BE 95" TO
11
ALLOW METER
-� FLOW
REPLACEMENT
1/2" THREADED
a
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PIPE STANDS FOR 6" PIPE
DIAMETER (TYP.)
B Sid
WITH IRON PIPE
DETAIL # REVISED
S-13 MAY 2010
I, r
SCALE: SHEET# � i
7 J.i�:J i1.:.L71Df
N.T.S. 1 OF 1
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Utility Vault Model # 375
Manufactured By.,
Blackwelder Tank
6" WATER METER VAULT ASSEMBLY
Service, Inc.
121 Stanton Hill Road
ALL 6' VALVES TO BE BS&Y
Carthage NC 28327
Phone [phone] Fax
919-775-2229
OR APPROVED EQUAL
IREDELLWATER CORPORATION
6" Meter Vault
P.O. BOX 711
571 JENNINGS ROAD
5TATESVILLE, NC 28687
Traffic
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Date: 04.02.19
Designed by: udp
Drawn By:
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I" DIA. HOLES TAPERED TO
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FRAME, GRATE, AND HOOD AS PER 1599CGS
OOO NCDOT STANDARD 840.03
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1318-e6 central ave. P 704.334.3303
v �s charlotte, nc 28205 F 704.334.3305
23-114"
. 4 urbandesignpartners. com
• 4 DETAIL 1s' _ nc firm no: P-0418
11'
a" _ sc coa no: C-03044
114"
SLIGHTLY BEVELED r
BEMACHINED uz' 11
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- T NOT PLaiI1FE NRFINS TO WA7FFA'AYS 16.25
MINIMUM WEIGHT ` c
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FCa SPECIFICATION �� O 02
4. CLASS 30IRON MEETING
FURS ��4 ASTM A 48 21-117
2312" 112" \ "�
N4�RT$�, 25.114" NYIAPLR57 DUCTILE IRON �� /�
NOTES: )� q LIT 34-112" e
1, BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS GENERAL NOTES: SECTION A -A 1.12 16.13 ' • . I N ��
2. USE TYPE'E"GRATE. •-
3. FOR BOXES 8' DEEP AND LESS USE 6" THICK WALLS AND BOTTOM SLAB. FOR BOXES GREATER THAN B' DEEP USE 1. ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH, //�q/V D.
B' THICK WALLS AND BOTTOM SLABS. TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS. �0 I 1 I I I 1 11 \ \ \\\
4. STEPS SHALL EE REQUIRED FOR BOXES OVER 3'-S" DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
WITH NCOOT SPECIFICATIONS. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM. DIMENSIONS ARE FOR REFERENCE ONLY T14S PRINT CISCLCSES SUBJECT MATTER IN WHICH DRAWN BY ERC MATERIAL J130 VERCHAAVE
S. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER. ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD. GA 30518 •I 1 20 20
DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-7-06 OWTILEIRON L�� PHN (770) 932-244 1 1
AT DETAIL# REVISED AT DETAIL# REVISED TRANSFER, CRLICENSE THE USE OFTHE DESIGN OR NylQplast �,�� �o L of GRATE MEETS H-2D LOAD RATING
CITY OF STATESVILLE ROADWAYS ST-5 .`� CITY OF STATESVILLE STREET STT - QUALITY: MATERIALS SHALL CONFORM TO ASTMA536GRADE 7MDU5 TECHNICAL INFORMATION SHOWN HERM RE>1sEDBY EBC PROJECT NOJNAME
PAINT: CASTINGS ARE FURNISHED VNTH A BLACK PRINT REPRODUCTION OF T45 PRINT OR ANY TITLE
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151N STANDARD GRATE ASSEM9LY
PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT p+ 7001-110-032 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
Off' Catch Basin N.T.S. 1 OF 1 OS' Cover N.T.S. 1 OF 1 PERMISSION FROM NYLOPLAST. cuo+onxorl,6^,r DWG SIZE A SCALE 1g SHEET 1DF1 DWG NO. 7001-110.208 REVC
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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
AND OTHER OBJECTIONABLE MATERIAL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
ELEVATION OF THE UPPER DAM.
AND TO REDUCE PRESSURE ON THE BAFFLES.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
ALL DESIGN REQUIREMENTS. NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.
3. 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
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
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. AND APPROPRIATELY STABILIZE IT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
Extend9gaugewjretobasin sideorjnstallT•posttoanchw
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MAINTENANCE:
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5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS
securewithplastic ties atpomandonwire 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 4'A1Vax.--+�
D E S I G N
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
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TEMPORARY EARTHEN DIVERSION DIKE (6.20A)
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES
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PARTNERS
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REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW
To Post To
charlotte, nc 28205 F 704.334.3305
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REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
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STEEL POST 4' MAX.
itfYJG1Jf
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
�•"" �••' •" �•' '
N
WASHED STONE HARDWARE CLOTH
WIRE FENCING BETWEEN POSTS
(IF APPLICABLE) (NCDOT #5 OR #57)
AND COVERED BY STEEL POST
LU
INSTALLATION SPECIFICATIONS: upsl�P�
• , min + • ` ��
•• . ' •
•,•'
co
00
�
STONE
1. THE BASE OF BOTH END POSTS SHOULD BEAT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. "•� •-
HARDWARE CLOTH
_ _
" .. •" min
CHECK WITH A LEVEL IF NECESSARY. 24` • ■ ; :'.;
CV
WOVEN FILTER FABRIC WASHED STONE
(NCDOT #5 OR #57)
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. •'" �• ; ;• :: "• •
}+
U
z
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.
Sksme[ter
�;
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
j
FLOW
=III=1 =III= =11=1 =11=1 I=III=1 I=III=1 =III=1 =III=11=III=11=11I =III=111=
device
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC.
to
III=111=111=11 I III=111=III=111=III=111=III=111=111=111=111=111=111=111=111=1 111=111=1 I _ I-
spu
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH
CU
-III-III-III= -III-III-III=III=III=III=III=III=III=III=III=III=III=III=III 11=IIII1III= III III_
I I=11 I=1 I I=11 I III=111=III=111=III=11 I=III=11 I=1 I I=11 I=1 I I=11 I=1 I I=11 I=1 I I=1 �1 I I=11 I-1 � II-1I.ml� II II - � I ' �
VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED
I' I
TO PREVENT SAGGING.
=1I 1=1 I1=1I 1=1 I1=111- -� - _-
I- 1 = = 1 == ==
=1I III a
Ave - A ■
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH THREE TIES.
ANCHOR SKIRT;
Width 4{fW L
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
EXCAVATE TRENCH
AND COMPACT
BACKFILL
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO 8' max, standard stren th fabric with wire fence
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� basinBaffles
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topaf prinapal apillwayalevotion
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT & max, extra streth fabric without wire fence
ng
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LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR
A TOTAL OF 4 TRIPS.
V
- - ------ - -
Steel --_ - --
east
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V Fttexbom-d FCIt1 FetrF
Plastic or,
�C1
GENERAL NOTES: MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
fftmIrxture f
�L
wire ties
rf
lA ?�
(D
uJ
Q
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TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4' , � ��� _
j+vjr� . _ - _
fence
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. OR REMOVED IT.
t)e trl�11�: 8' rnirr invert elevation4f
z0 errrzr•gency spillavay
_- __- =
---____ __ _ (arourn
nd
--- ground
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-
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
Ehiet gency
Filter fabrje Spillway
4-1
c
�--�
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
v
DIRECTION OF THE INSPECTOR. GRADE, PREPARED AND SEEDED.
Sediment Cross -Section
�. down & �,
f
�
CD
storage zone
View
�¢�
z�" Filter
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T
fabric
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SILT FENCE OUTLET
SKIMMER BASIN
SILT FENCE
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SCALE: NTS
SCALE: NTS
SCALE: NTS
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NCDEQ:6.65
NCDEQ:6.62
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GENTLE SLOPES
(D U)
J O
100 Ibs/acre tall fescue
MAINTENANCE:
INSPECT THE SLOPE DRAIN AND SUPPORTING
SEEDING
MIXTURE
80 Ibs/acre of tall fesue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
O
DIVERSION AFTER EVERY RAINFALL, AND
o
10 Ibs/acre Kobe lespedeza
PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE 4
H
PROTECTED AREA HAS BEEN PERMANENTLY Diversion min Island over inlet
I. I
Q
FALL: August 25 - October
Late February 15 April 15
FALL: August 25 - October
Late February 15 April 15
STABILIZED, TEMPORARY MEASURES MAY BE Dike • ��;.;;_.;.... •...• {
z = v
oc
winter: -
winter: -
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REMOVED, MATERIALS DISPOSED OF PROPERLY, �: +=',' ;•;:;:.;:;•; :, ; 3;1
AND ALL DISTURBED AREAS STABILIZED "' �,;:=;,;*,•;-:.:.�.:- Yr;w, `�=• 1.5 ' mirk
F'lald-dvtnrn stakes.�4.'•,>,�;.,.
NOTES
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SEEDING
To extend spring seeding into June, add 15
P 9 9
To extend spring seeding into June, add 15
P 9 9
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APPROPRIATELY. = ids;.'_' ti y l
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
w Q ¢ w =
I-c�ccoo
DATES
Ibs/acre hulled Bermudagrass
Ibs/acre hulled Bermudagrass
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Q
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U
2
g
� tIIII
�'�
TRUCKS.
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Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
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'1.,•.1 flI
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
U5
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_ _
rI=�If1
BY ALL CONSTRUCTION VEHICLES.
cc . ��
oocn<
tall fescue is very effective.
tall fescue is very effective.
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7)
-I1-�- III
10' spacing riot i~i� fBletII�«{��
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
z
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SEEDING
A I lime and fertilizer er soil tests, or 4000
PPY P
Ibs/acre limestone 1000 Ibs/acre 10-10-10
A I lime and fertilizer er soil tests, or 4000
PPY P
Ibs/acre limestone 1000 Ibs/acre 10-10-10
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:• -� �11�= II l- j I-TI! �f+Tt
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.ao
10.
o
AMENDMENTS
and
fertilizer.
and
fertilizer.
C3
Z
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
TEMPORARY SEEDING FOR WARM AND COOL SEASON
Plastic � I{� �
/ CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
Z
LLD
corrugated
/
>
pipe ={
Ir
/ FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
/ PO 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
EARLY SUMMER SEASON
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Top of
/ Q� BE DETERMINED BY THE ENGINEER.
V
hand -compacted
fill (island)
// ��G 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
JQ, S� BY THE ENGINEER.
ct Q
o
SEEDING
40 Ibs/acre of German millet
120 Ibs/acre Rye (grain)
00
0
>
0
0
0
Stabilize! Tapaf
- • a ' `� t
/ Q T 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
Z
MIXTURE
80 Ibs/acre of tall fesue
80 Ibs/acre tall fesue
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ll�= diversion L
outlet - -
If r � _ •. • 1 •,1_ _ Q_6� r•rin
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lit
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gOcnl�d
'_'•;;;.:.;-;
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May 1 - August 15
-
October 25 December 30
;' till
1Silalllli�llifl= 1t fi
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--
4 'min I _
I Crlailil9• I_ `-.`
-- - - - - - -�
Refertilize if growth is not fully adequate.
Between December 30 - February 15, add 50
Z
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C17
level section -
CONSTRUCTION SPECIFICATIONS:
Q
Z lr
SEEDING
Ibs/acre of annual Kobe lespedeza.
Z N
DATES
Apply 4000 Ibs/acre straw or equivalent
Project No: 19-039
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON THE PLAN.
rn Z
hydroseeding.
Apply 4000 Ibs/acre straw or equivalent
2. SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARD ITS OUTLET.
CLASS 'A' STONE F�
Q V
hydroseeding.
Date: 04.02.19
3. HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6 INCHES.
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,
8 I N . MIN. DEPTH
AND 3:1 SIDE SLOPES.
W
Designed by: udp
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATERTIGHT.
Q
SEEDING
Apply Ilene and fertilizer per soil tests, or 2000
PPY P
Apply lime and fertilizer per soil tests, or 2000
pP Y P
6. ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED. SECURELY FASTEN THE EXPOSED SECTION OF THE DRAIN WITH
Drawn By:
GROMMETS OR STAKES SPACED NO MORE THAN 10 FEET APART.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
w
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10-10-10
lbs/acre limestone and 750 lbs/acre 10-10-10
7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.
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.
9. IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION.
ISHEET 1 Of 1
11607.01
_
C8m3
TEMPORARY SLOPE DRAIN SCALE: NTS
SEEDING SCHEDULE
NCDEQ: 6.32

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" S`-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
a
SECTION 1 ��
SEE STD, 20.23 AND 20.24
4'
QM1 � rS
E _ ITT
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 BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED 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
❑o
(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.
0
0 0
0
O O
O 29'
0 0
0
O
0 .57'
04
0
O O
O
0 0
0
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 C 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{)IFICATIONS 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••-
...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. A1RCL°TM �` N INC.
wurw.FAlRCLo1}1s1�1M�eR.caM
STRUCTURE TTrLEPHON) _ (919) 732-12d4
FAX: [phone]
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
ANYTIME).
6. FILTER
BAGS
SHALL
NOT BE ALLOWED IN EXISTING CITY OR NCDOT ROADS.
I:r•Z•l��
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
2.11.2020
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Project No: 19-039
Date: 04.02.19
Designed by: udp
Drawn By:
Sheet No:
SCALE: NTS
C-804

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NORTH WEST
\ PROPERTY LINE
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MATCHLINE SHEET LS-1.1
MATCHLINE SHEET LS-1.2
\
\
\
\
\
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WEST PROPERTY LINE
TREE PROTECTION
FENCE
TREE PROTECTION
FENCE
LANDSCAPE REQUIREMENTS:
BUFFERS AND SCREENING:
ALL PARKING SPACES, DUMPSTERS, AND RECYCLING CONTAINERS MUST BE SCREENED FROM PUBLIC
\ RIGHTS OF WAY AND ADJACENT PROPERTIES.
NORTH EAST
PROPERTY LINE
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QW
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� ♦♦ SOUTH PROPERTY LINE LEGEND
\ \ /♦♦♦
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°o0to CA14
O o00
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET o°O�,°°°pgC° °,ZA
(492.33 LF/ 100)4 = 19.69 ORNAMENTAL TREES REQUIRED o moo° `°09 %
o O 'FA. o
20 ORNAMENTAL TREES PROVIDED o 1983 0o
7 0
20(6 POINTS) = 120 POINTS PROVIDED o 0
30 MEDIUM SHRUBS PROVIDED 000�°°°°O °y°°° o�
000000
30(2 POINTS) = 60 POINTS PROVIDED ooa��0000 M000000
TOTAL POINTS PROVIDED: 180 POINTS
WEST PROPERTY LINE 2.11.2020
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
N
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 LU J
2 ORNAMENTAL TREES PROVIDED 0 W
2(6 POINTS) = 12 POINTS PROVIDED > O Q
12 LARGE SHRUBS PROVIDED Q T
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
4(6 POINTS) = 24 POINTS PROVIDED EL E
0
50 LARGE SHRUBS PROVIDED CIO
50(3 POINTS) = 150 POINTS PROVIDED
a
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
O
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
O
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
\ \ i ♦♦♦♦ TREES CODE BOTANICAL NAME / COMMON NAME
.00
♦♦♦♦♦♦ ABU
\ \ \ / i ♦♦♦�♦♦♦ ARA
\ \
\ / /i♦♦♦ CDE
/♦♦
\ /♦♦♦CFL
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
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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

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] 7
7 ��
S58130'37"E 577.60' (T)
- ohe ohe - -
\ NORTH WEST
\ PROPERTY LINE ��
/ 4
o/
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:
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.
-
--ohe - -- -ohe --
ss . ss .
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 p000000000
(492.33 LF/ 100)36 = 177.24 POINTS REQUIRED rat CA0 aOO
MIN. 3 SHADE TREES OR 4 ORNAMENTAL TREES PER 100 LINEAR FEET °° IDS
(492.33 °o°o
(492.33 LF/ 100)4 = 19.69 ORNAMENTAL TREES REQUIRED o ��` `°�00
9 0
20 ORNAMENTAL TREES PROVIDED 1983070
20(6 POINTS) = 120 POINTS PROVIDED
a� o
° C
30 MEDIUM SHRUBS PROVIDED °° °°oo °00
30(2 POINTS) = 60 POINTS PROVIDED °°°�:/F°°°°°°
00M.
00p000000000 °
TOTAL POINTS PROVIDED: 180 POINTS
WEST PROPERTY LINE 2.11.2020
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
U
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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
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
2.11.2020
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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
20 0 10 20 40
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
!!
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
z
N
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
2.11.2020 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.
rLAIVI M
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
C-p
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
z
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
f'ti1
U)
LINE CONFLICTS.
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6. SHADE TREES SHALL HAVE A STRONG CENTRAL LEADER UNLESS OTHERWISE SPECIFIED.
Cu
PLANTING REQUIREMENTS MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
U)
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).
0
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
W
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.
26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
INSPECTION OF DRAINAGE. LANDSCAPE ARCHITECT MAY REQUIRE ADDITIONAL SUBSURFACE DRAIN LINES FROM 27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST �
THE TREE PITS. z
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28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR O
16. IF SURFACE DRAINAGE IS NOT SUFFICIENT (STANDING WATER) NOTIFY LANDSCAPE ARCHITECT IN WRITING � V.,g
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 Cl) 2
SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT z O z O
GUARANTEE AND LIVABILITY OF THE PLANTS. LIMITED TO: ENCROACHING WITHIN TREE DRIP -LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, 0 U O 0
ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
17. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BEFORE DIGGING. THE CONTRACTOR SHALL BE FULLY 0 Lu J
RESPONSIBLE FOR ALL DAMAGE OF UNDERGROUND OR OVERHEAD UTILITY LINES. GENERAL U (9 Lu
18. CERTIFICATE OF INSPECTION AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION OF PLANT MATERIALS 29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP: //CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE 0 U
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 z
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_ F 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. (n =) U
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19. ALL PLANT MATERIALS AND INSTALLED LANDSCAPE SUPPLIES SHALL BE WARRANTED FOR A PERIOD OF TOPSOIL/PLANTING MIX - MINIMUM REQUIREMENTS: DC D_ D_ D_ D_
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
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 O
AMENDED TO MEET TOPSOIL STANDARDS FOR THE ENTIRE PLANTING AREA. w r r r N
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 CO ry r
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 ' r r (\i
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, o r r o
SUBSTANTIAL COMPLETION THE LANDSCAPE ARCHITECT WILL INSPECT THE PROPERTY. HE WILL EITHER HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING. O r N ()
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
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.
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*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%
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