Action Glass & Mirror, Inc. Sealed Set

SITE DEVELOPIVIENT PLANS
for
A C T 1 0 N A AN M I RRO R9 I N Cm
c won ass irror, Inc.
600 H 24/27
Midland, NC 28107
October, 2017
Proj. No. 2017-1113
Chambers
engineering, pa
129 North First Street 704.984.6427 ph
Albemarle, NC 28901 www.ce-pa.com
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SEAL
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2 3 4 5
SHEET INDEX
SHEET NUMBER DESCRIPTION
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UTILITIES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES
WHETHER SHOWN ON THE PLANS OR NOT.
2. INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF
UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE NECESSARY UTILITY
COORDINATION AND MAKING A DETERMINATION AS TO TYPE AND LOCATION OF
UNDERGROUND UTILITIES AS NECESSARY TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND PIPELINES, CONDUITS,
STRUCTURES AND OTHER FACILITIES BY CONTACTING THE OWNERS AND PROTECTING
IN ADVANCE OF ANY OPERATIONS THAT MAY IMPACT UTILITIES WITHIN THE PROJECT
LIMITS.
EROSION CONTROL
1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO
CONTROL EROSION AND PREVENT SEDIMENTATION FROM LEAVING THE SITE.
2. EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO
LAND -DISTURBING ACTIVITIES. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL
RULES AND MSDS REGULATIONS.
SAFETY
1. CONTRACTOR IS FULLY RESPONSIBLE FOR THE SAFETY OF ALL ITS EMPLOYEES AND
SUB -CONTRACTORS AND WILL PERFORM ITS WORK IN SUCH A MANNER THAT WILL
ENSURE THE SAFETY OF EMPLOYEES AS WELL AS RAILROAD PERSONNEL AND TRAIN
OPERATIONS IN THE DESIGNATED PROJECT AREA.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RULES, REGULATIONS,
PROCEDURES AND SAFE PRACTICES OF OSHA AND ALL OTHER GOVERNMENT
AGENCIES HAVING JURISDICTION OVER THE PROJECT.
M USIGS U.S. DEPARTMENT OF THE INTERIOR The PjadonalMap MIDLAND QUADRANGLE
U.S. GEOLOGICAL SURVEYl Ic NORTH CAROLINA
science fff a changing wr•1d 1U a VV TOpO 7.5 -MINUTE SERIES
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World Geodetic System of 1984 tWGS841. Prolecuon and T 0.5 0 KILOMETERS 1 2 Noftl H
1 000 -meter grid: Universal Transverse m fcator, 2nrre 17S �• gp • 11 CnRoetN
10 000•fovt ticks: North Carolina Coordinate System of 1483 ll�ixlC� 1 1000 i00 0 METERS 1060 i000
1 114-W,
• iy• 1 0.5 0 7
This map is not a legal document. 6aundane5 may he 1 4'�'S MILES
gennallxed for this map state. Private lands within gpvernmen[
rese a[Ions may net be 91cwn. Obtain pwrn %ion before 1000 0 ,000 1000 3000 4000 5000 6000 7000 8000 9000 10gtp WfiolxngF LannON
ante ins prwate and5, ULrM GRIP AND 1D,E MAGNETIC NOUN FEET
DECLINATION AT CENTER O SHEET
kmagery...................................................NAEP, play 2014
CONTOUR INTERVAL 10 FEET , Harrisburg
Roads ................................ 11.5. Census Bureau. 2015 - 20}6 U.S. ifrtlonal Grid NORTH AMERICAN VERTICAL DATUM OF 1989 , 2 3 i Concord SE
Names.......................................................... (PHIS, 2016 100.000-n. 5 -ID 3Locust
AWdro9raphy ....................HatloruI HydraSraphy Dataset, WWI
[ontoues..................._.......National Elevation Dataset, 2009 Nv ,� This map was produced to conform with the 4 5 4 Mint Hill
id
Boundaries ............ Multiple
sources; see metadato file 1972 - 2016 Nu 5 MatthStantew
National Gevspatial Program OS Topo Product StarWard, 2011. 6 Matthews
Wetlands_ ------ FWS National Wetlands Inventory 5977 • 2014 A metada to file associated with this product is draft version 0. 6.19 6 7 8 7 Bakers
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1. REFER TO REPORT OF GEOTECHNICAL EXPLORATION FOR RECOMMENDATIONS.
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Existing Conditions
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Site Demolition Plan
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Site Drainage Area Map
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1. ANY EXISTING CONDITIONS FOUND TO BE A VARIANCE WITH THESE DRAWINGS SHALL
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Site Utilities Plan
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BE IMMEDIATELY REPORTED TO THE ENGINEER.
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Site Erosion Control Plan
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C-6.0
Site Landscaping Plan
2. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN SUCH A MANNER AS TO
CD
-1
Details
H-
PROTECT STRUCTURES WITHIN PROJECT LIMITS, ADJACENT EXISTING STRUCTURES
CD
-2
Details
AND OTHER SITE ELEMENTS WHICH ARE TO REMAIN IN SERVICE.
CD
-3
Details
co
m
CD
-4
Details
m-
m
UTILITIES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES
WHETHER SHOWN ON THE PLANS OR NOT.
2. INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF
UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE NECESSARY UTILITY
COORDINATION AND MAKING A DETERMINATION AS TO TYPE AND LOCATION OF
UNDERGROUND UTILITIES AS NECESSARY TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND PIPELINES, CONDUITS,
STRUCTURES AND OTHER FACILITIES BY CONTACTING THE OWNERS AND PROTECTING
IN ADVANCE OF ANY OPERATIONS THAT MAY IMPACT UTILITIES WITHIN THE PROJECT
LIMITS.
EROSION CONTROL
1. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO
CONTROL EROSION AND PREVENT SEDIMENTATION FROM LEAVING THE SITE.
2. EROSION CONTROL MEASURES AND PRACTICES SHALL BE INSTALLED PRIOR TO
LAND -DISTURBING ACTIVITIES. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL
RULES AND MSDS REGULATIONS.
SAFETY
1. CONTRACTOR IS FULLY RESPONSIBLE FOR THE SAFETY OF ALL ITS EMPLOYEES AND
SUB -CONTRACTORS AND WILL PERFORM ITS WORK IN SUCH A MANNER THAT WILL
ENSURE THE SAFETY OF EMPLOYEES AS WELL AS RAILROAD PERSONNEL AND TRAIN
OPERATIONS IN THE DESIGNATED PROJECT AREA.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RULES, REGULATIONS,
PROCEDURES AND SAFE PRACTICES OF OSHA AND ALL OTHER GOVERNMENT
AGENCIES HAVING JURISDICTION OVER THE PROJECT.
M USIGS U.S. DEPARTMENT OF THE INTERIOR The PjadonalMap MIDLAND QUADRANGLE
U.S. GEOLOGICAL SURVEYl Ic NORTH CAROLINA
science fff a changing wr•1d 1U a VV TOpO 7.5 -MINUTE SERIES
80°37'30" 35 32'31)" 80131
35"i5'
N'
39DOG
NI
12'
10'
510
F
35°07':
..:ib '31
i 14L ` '43
1
r T
L
I Diu uuu FEE I
xn - tFM Gs �
39
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M pL AH'7 90 - h,
PROJECT SITE
PARCEL ID 55343900010000 Caharrus.��
�4. 600 HIGHWAY 24/27 `� gR0
1,L1R =
MIDLAND, NC 28107
1199 -- c �� ❑ _.
� 3199
MORTNSrDEAYE
ALPINE AVE
~- C
Allen 24
n
Duli5 Grv,'e '.gyp `- J 5401
Q A64ZII ('h'r iSLIar1 - :'pp AlfCrA !N
1n98 _ Chu«h{em'
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CLEAR CRee1-
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718[
f OChurch {em
LL Emma"I
Cem
J o:
5 540 541
1 r. HYNpSOR GeEFNp 0 I J
542 54-'3
Produced by the United States Geological Survey * SCALE 1:24 000
North AmeriranOatum of 1983 INAD831
World Geodetic System of 1984 tWGS841. Prolecuon and T 0.5 0 KILOMETERS 1 2 Noftl H
1 000 -meter grid: Universal Transverse m fcator, 2nrre 17S �• gp • 11 CnRoetN
10 000•fovt ticks: North Carolina Coordinate System of 1483 ll�ixlC� 1 1000 i00 0 METERS 1060 i000
1 114-W,
• iy• 1 0.5 0 7
This map is not a legal document. 6aundane5 may he 1 4'�'S MILES
gennallxed for this map state. Private lands within gpvernmen[
rese a[Ions may net be 91cwn. Obtain pwrn %ion before 1000 0 ,000 1000 3000 4000 5000 6000 7000 8000 9000 10gtp WfiolxngF LannON
ante ins prwate and5, ULrM GRIP AND 1D,E MAGNETIC NOUN FEET
DECLINATION AT CENTER O SHEET
kmagery...................................................NAEP, play 2014
CONTOUR INTERVAL 10 FEET , Harrisburg
Roads ................................ 11.5. Census Bureau. 2015 - 20}6 U.S. ifrtlonal Grid NORTH AMERICAN VERTICAL DATUM OF 1989 , 2 3 i Concord SE
Names.......................................................... (PHIS, 2016 100.000-n. 5 -ID 3Locust
AWdro9raphy ....................HatloruI HydraSraphy Dataset, WWI
[ontoues..................._.......National Elevation Dataset, 2009 Nv ,� This map was produced to conform with the 4 5 4 Mint Hill
id
Boundaries ............ Multiple
sources; see metadato file 1972 - 2016 Nu 5 MatthStantew
National Gevspatial Program OS Topo Product StarWard, 2011. 6 Matthews
Wetlands_ ------ FWS National Wetlands Inventory 5977 • 2014 A metada to file associated with this product is draft version 0. 6.19 6 7 8 7 Bakers
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LOCATION MAP
FOUND NAIL
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BANK OF /
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/
ROBERT L. DORTON
and wife,
SADIE L. DORTON
D.B. 1033, P.G. 188 /
PIN 5534297002 /
ZONING: SINGLE FAMILY RESIDENTIAL \ \ /
OLD TRACT LINE
'yh
FOUND NC DOT
R/W MARKER
N 83°39' 31 E
/
ACTION GLASS & MIRROR INC.
DB. 12551 PG. 0023
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94.93 FOUND 1"
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N 64°14'55" W —
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DITCH /
/
ROBERT L. DORTON
and wife,
SADIE L. DORTON
D.B. 1033, P.G. 188 /
PIN 5534297002 /
ZONING: SINGLE FAMILY RESIDENTIAL \ \ /
OLD TRACT LINE
'yh
FOUND NC DOT
R/W MARKER
N 83°39' 31 E
/
ACTION GLASS & MIRROR INC.
DB. 12551 PG. 0023
5534-39-000
3.87 AC(168429.91 SF) /
ZONING: OFFICE/LIMITED COMMERCIAL /
J /
CALVIN R. RITCHIE
and wife,
MARY F. RITCHIE FOUND
D.B. 1718, P.G. 274 IRON ROD
TRACT 1 OF
MAP BOOK 28, PAGE 83
PIN 5534284888
A ZONING: SINGLE FAMILY RESIDENTIAL
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PIN 5534284888
A ZONING: SINGLE FAMILY RESIDENTIAL
1
SET
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SPECIAL NOTE: GENERAL CONTRACTOR SHALL s IRON PIPE
ADJUST ALL DIMENSIONS AND GRADES AS ?sem
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LISA H. SKYES
and husband,
DARYL E. SKYES
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
3
4 5
SURVEYORS:
SURVEY:
ROGELL E. HUNSUCKER & ASSOCIATES, INC.
332 SOUTH 1ST STREET, ALBEMARLE, NC 28001
[phone]
9-21-2010
TOPOGRAPHY:
GREGORY FLOWE
11316 BRIEF ROAD, CHARLOTTE, NC 28227
[phone]
9-18-2017
/
N.C. HWY 24-27 (VARIABLE R/W)
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LISA H. SKYES
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DARYL E. SKYES
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
3
4 5
SURVEYORS:
SURVEY:
ROGELL E. HUNSUCKER & ASSOCIATES, INC.
332 SOUTH 1ST STREET, ALBEMARLE, NC 28001
[phone]
9-21-2010
TOPOGRAPHY:
GREGORY FLOWE
11316 BRIEF ROAD, CHARLOTTE, NC 28227
[phone]
9-18-2017
/
N.C. HWY 24-27 (VARIABLE R/W)
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DESCRIBED IN
D.B. 252, P.G. 228
• (FIRST LOT)
ZONING: OFFICE/LIMITED COMMERCIAL
0�
1613
FOUND
IRON ROD
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_----------- OLD
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S 89°18'58" W __------ /_94.93 FOUND 1" — — — —
____—
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FLUSH WITH _---------------
GROUND TIE LINE _ _ _ —
N 64°14'55" W — —
78.78 ------ ----- --
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SET /
IRON ROD
ON EAST
BANK OF
DITCH
ROBERT L. DORTON
and wife, — —
SADIE L. DORTON
D.B. 1033, P.G. 188
PIN 5534297002
ZONING: SINGLE FAMILY RESIDENTIAL \
\ REMOVE EXISTING
VEGETATION AS REQ'D
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FOUND TALL
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ACTION GLASS & MIRROR INC.
DB. 12551 PG. 0023
5534-39-000
3.87 AC(168429.91 SF)
ZONING: OFFICE/LIMITED COMMERCIAL
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/ REMOVE EXISTING
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VEGETATION AS REQ'D
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CALVIN R. RITCHIE
and wife,
MARY F. RITCHIE FOUND
D.B. 1718, P.G. 274 IRON ROD
TRACT 1 OF
MAP BOOK 28, PAGE 83
PIN 5534284888
A ZONING: SINGLE FAMILY RESIDENTIAL
1lb1
SET
IRON ROD
FOUND
SPECIAL NOTE: GENERAL CONTRACTOR SHALL s IRON PIPE
ADJUST ALL DIMENSIONS AND GRADES AS ?sem
REQUIRED TO MATCH EXISTING CONDITIONS.
FOUND
IRON PIPS•
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(CONTROL CORNER)
1 2
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LISA H. SKYES
and husband,
DARYL E. SKYES
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
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N 89°39'10" E
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POINT
GENERAL DEMOLITION NOTES:
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1. INFORMATION INCLUDED WITHIN THIS DRAWING WAS SUPPLIED FROM A SURVEY PROVIDED
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BY ROGELL E. HUNSUCKER & ASSOCIATES, INC ON 9-21-10, TOPOGRAPHY BY GREGORY
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FLOWE ON 9-18-17. THIS SURVEY IS INCLUDED IN THE CONTRACT DOCUMENTS AS SHEET
LORI H. MORGAN
CO EXISTING CONDITIONS. THE CONTRACTOR SHALL REVIEW THE INFORMATION CONTAINED
HEREIN AND VISIT THE SITE TO VERIFY ITS ACCURACY IN ACCORDANCE WITH THE
and husband,
CURRENT CONDITIONS. NEITHER THE ARCHITECT OR ENGINEER ASSUME ANY
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RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF DATA INCLUDED WITHIN THIS
MARK A. MORGAN
SURVEY.
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2. CONTRACTOR SHALL REMOVE ALL EXISTING WALKS, CURB AND GUTTER (WHERE SHOWN),
D.B. 6148, P.G. 171
GRAVEL DRIVES, WALLS, TREES, SHRUBS AND OTHER STRUCTURES WITHIN THE OWNER'S
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PROPERTY INDICATED AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO PREPARE THE
PIN 5534385618
SITE FOR THE NEW CONSTRUCTION. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE
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HIMSELF WITH ALL ON—SITE CONDITIONS WHETHER SPECIFICALLY INDICATED ON THE
OFFICE/LIMITED COMMERCIAL
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3. UNDERGROUND UTILITIES WITH UNKNOWN LOCATIONS MAY EXIST ON THE SITE.
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CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO
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GAS, POWER, TELECOMMUNICATIONS, WATER AND SEWER LOCATED.
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4. COORDINATE ALL DRIVEWAY REMOVALS AND SIDEWALK/CURB REPLACEMENT WITH OWNER,
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CALVIN R. RITCHIE
and wife,
MARY F. RITCHIE FOUND
D.B. 1718, P.G. 274 IRON ROD
TRACT 1 OF
MAP BOOK 28, PAGE 83
PIN 5534284888
A ZONING: SINGLE FAMILY RESIDENTIAL
1lb1
SET
IRON ROD
FOUND
SPECIAL NOTE: GENERAL CONTRACTOR SHALL s IRON PIPE
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LISA H. SKYES
and husband,
DARYL E. SKYES
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
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N 89°39'10" E
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GENERAL DEMOLITION NOTES:
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BY ROGELL E. HUNSUCKER & ASSOCIATES, INC ON 9-21-10, TOPOGRAPHY BY GREGORY
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FLOWE ON 9-18-17. THIS SURVEY IS INCLUDED IN THE CONTRACT DOCUMENTS AS SHEET
LORI H. MORGAN
CO EXISTING CONDITIONS. THE CONTRACTOR SHALL REVIEW THE INFORMATION CONTAINED
HEREIN AND VISIT THE SITE TO VERIFY ITS ACCURACY IN ACCORDANCE WITH THE
and husband,
CURRENT CONDITIONS. NEITHER THE ARCHITECT OR ENGINEER ASSUME ANY
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2. CONTRACTOR SHALL REMOVE ALL EXISTING WALKS, CURB AND GUTTER (WHERE SHOWN),
D.B. 6148, P.G. 171
GRAVEL DRIVES, WALLS, TREES, SHRUBS AND OTHER STRUCTURES WITHIN THE OWNER'S
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PROPERTY INDICATED AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO PREPARE THE
PIN 5534385618
SITE FOR THE NEW CONSTRUCTION. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE
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HIMSELF WITH ALL ON—SITE CONDITIONS WHETHER SPECIFICALLY INDICATED ON THE
OFFICE/LIMITED COMMERCIAL
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3. UNDERGROUND UTILITIES WITH UNKNOWN LOCATIONS MAY EXIST ON THE SITE.
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CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES INCLUDING, BUT NOT LIMITED TO
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GAS, POWER, TELECOMMUNICATIONS, WATER AND SEWER LOCATED.
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4. COORDINATE ALL DRIVEWAY REMOVALS AND SIDEWALK/CURB REPLACEMENT WITH OWNER,
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CITY OF LOCUST, AND NC DOT. PROVIDE BARRICADES AND SIDEWALK CLOSURE SIGNAGE
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AT ALL EXCAVATIONS TO PROVIDE FOR SAFE PEDESTRIAN MOVEMENT. SCHEDULE WORK
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TO MINIMIZE TRAFFIC INTERRUPTION AND PROVIDE CONSTRUCTION WARNING SIGNAGE AND
BARRICADES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE "MUTCD" AND
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ANY OTHER APPLICABLE AUTHORITY AND CODES.
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5. CONTRACTOR SHALL PROTECT UTILITY POLES, UNDERGROUND UTILITIES, MANHOLES, VALVE
BOXES, RAMPS, WALKS AND OTHER ITEMS TO REMAIN FROM DAMAGE. CONTRACTOR
SHALL REPAIR, REPLACE AND PAY FOR ANY DAMAGES CAUSED BY
DEMOLITION/CONSTRUCTION WORK.
®6. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN HIGHWAY AND ROAD RIGHT—OF—WAYS
® WITH THE NCDOT AND CITY OF LOCUST. PROTECT ALL EXISTING PUBLIC UTILITIES WITHIN
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RIGHT—OF—WAYS FROM DAMAGE DURING DEMOLITION WORK.
7. CONTRACTOR SHALL COORDINATE REMOVAL OF WATER METERS, LIGHT POLES, GAS
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METERS, SEWER LINES, ELECTRICAL LINES AND OTHER UTILITIES PREVIOUSLY SERVING
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THE SITE WITH LOCAL UTILITY COMPANIES. SEE SITE PLAN, CIVIL DRAWINGS AND
SET
ELECTRICAL SITE PLAN FOR UTILITIES TO SERVE NEW BUILDINGS.
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8. SEE EROSION CONTROL DRAWINGS FOR ADDITIONAL WORK. COORDINATE ALL WORK
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SHOWN ON DEMOLITION DRAWING WITH THAT SHOWN ON EROSION CONTROL DRAWINGS.
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UNDERGROUND UTILITIES AND LARGE TREES WITH SUITABLE COMPACTED EARTH
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PIN 5534383747
ZONING: SINGLE FAMILY RESIDNTIAL
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NC HWY 24-27
SITE
_ to
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LOCATION MAP
TIE LINE
S 89°18'58" W
FOUND NAIL 94.93 FOUND 1"
IN ASPHALT IRON ROD
DRIVEWAY FLUSH WITH
GROUND
B ET IRON �OD v�
IN DITCH\\
FOUND TALL
ALUMINUM PIPE
rI
10'X70' SIGHT TRIANGLE
SHOWN ONLY TOWARDS
EASTBOUND DIRECTION
(MEDIAN PREVENTS
LEFT HAND TURN)
OLD TRACT LINE
gyp.
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NC HWY 24/27
0
PARKING NOTES:
*GENERAL COMMERCIAL
REQUIRED SPACES:
MINIMUM: 18 (1/300 SF + 1 PER EMPLOYEE)
MAXIMUM: 35 (1/150 SF + 1 PER EMPLOYEE)
PROVIDED SPACES: 18 (1/300 SF + 2 EMPLOYEES)
NO SIGN FOR PROJECT
5
SITE SUMMARY
PROJECT NAME:
ACTION GLASS & MIRROR, INC.
PIN#:
55343900010000
ADDRESS:
600 HIGHWAY 24/27
'off
MIDLAND, NC 28017
ZONING:
OFFICE/ LIMITED COMMERCIAL
DEVELOPMENT TYPE:
COMMERCIAL
DEVELOPMENT USE:
GENERAL COMMERCIAL/RETAIL
PROPOSED UNITS:
1 COMMERCIAL
DISTURBED AREA:
62,781 (1.44 ACRES)
SITE AREA:
168,688 SF (3.87 ACRES)
EXISTING BUILD—UPON—AREA:
0
EXISTING BUA TO BE REMOVED:
0
EXISTING BUA TO REMAIN:
0
PROPOSED BUILDING BUA:
5,000 SF
PROPOSED NEW BUA:
14,432 SF
TOTAL PROPOSED BUA:
19,432 SF (0.44 ACRES)
PROPOSED % BUA:
11.52%
DENSITY (HIGH/LOW):
LOW
FOUND NC DOT
TIE LINE / R/W MARKER N 89°39'10" E POINT
N 64°14'55" W _
78.78
24.00 N 83°39' 31 ^�
6)N
331.27 FOUND ^M
/ N IRON ROD
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HC PARKING SPACE, AISLE, AND
SET \
IRON ROD
ON EAST--
BANK
ASLBANK OF
DITCH
ROBERT L. DORTON /
and wife, /
SADIE L. DORTON /
D.B. 1033, P.G. 188 /
PIN 5534297002 /
CONCRETE WHEEL STOP
REF. DETAILS
SIGN. REF. DETAILS FOR REQS (TYP)
HC RAMP W/
DETECTABLE WARNING
5' DROP EDGE CONCRETE SIDEWALK,
17 n17 13.03 REF. DETAIL FOR REQ'S
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STANDARD DUTY-
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13.03
13.03
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REF. DETAIL
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4" PARKING LOT STALL MARKINGS, -7- pp
'TRAFFIC
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128'04 Q o
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MARY F. RITCHIE
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IR / /
TRACT 1 OF i \ / ZONING: SINGLE FAMILY RESIDNTIAL
MAP BOOK 28, PAGE 83
PIN 5534284888
ZONING: SINGLE FAMILY RESIDENTIAL
SET
IRON ROD
SPECIAL NOTE: GENERAL CONTRACTOR SHALL
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--RYFENCE POST
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1 2
D.B. 5847, P.G. 105
PIN 5534382604
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5
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\ / / ��^M • FOUND
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\ / / FOUND METHOD &
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OF THE REMAINDER
OF THE PROPERTY
DESCRIBED IN
D.B. 252, P.G. 228
Of 10
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/ ACTION GLASS & MIRROR INC.
/ / \
DB.
5139 PG.
000 23
5534 \ \ 667
/ \ 3.87 AC(168429.91 SF) \\ 670
/ \ ZONING: OFFICE/LIMITED COMMERCIAL 672
/ / \ 675
S 5 113 F �' o
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v- AGO MARK A. MORGAN
S D.B.6148,
55343856181 / s•\ �\ \
ZONING: OFFICE/LIMITED COMMERCIAL
FOUND / \
IRON PIPE / \\
\ / / LISA H. SKYES /
d h b d 10, /
CALVIN R. RITCHIE \ / / / / I O$ DARYL us
E. SKYES
and wife, \ J D.B. 1797, P.G. 190 /
MARY F. RITCHIE
D.B. 1718, P.G. 274 �� — FOUND / I / / PIN 5534383747
IR / /
TRACT 1 OF i \ / ZONING: SINGLE FAMILY RESIDNTIAL
MAP BOOK 28, PAGE 83
PIN 5534284888
ZONING: SINGLE FAMILY RESIDENTIAL
SET
IRON ROD
SPECIAL NOTE: GENERAL CONTRACTOR SHALL
ADJUST ALL DIMENSIONS AND GRADES AS
REQUIRED TO MATCH EXISTING CONDITIONS.
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FOUND •
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IRON PIP
--RYFENCE POST
(CONTROL CORNER)
1 2
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
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1 2 3 4
X. i � -
W W W W W W
8" X 8" TS&V. CONTACT
CITY OF CONCORD
WATER RESOURCES ---- _ --_ ----- _i ��
�— 48 HOURS PRIOR TO --- ---- _ //
APPROXIMATE LOCATION I I CONSTRUCTION
OF EXISTING WATERLINE -
10' X 10'
II
\ I I RECEIVING PIT
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NOTE: I I
VERIFY ALL UNDERGROUND I
D /� I UTILITIES PRIOR TO CONSTRUCTION. I I
175 LF OF 16" SCP,
BORE & JACK
\ I 1
RONUWATERLINE CTILE NC HWY 24/27
II
FOUND NAIL
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/
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1 - 8"X8" TEE 101
1-2"GV II _
1 - 8" PLUG TAPPED 2" 1 1 / 1
2" WATER SERVICE GC SHALL I I /
COORDINATE WITH CITY OF CONCORD 1 1 10' X 30'
141 BORE PIT
2" RP BACKFLOW DEVICE IN FROST-
FIRE ASSEMBLY,
PROOF ENCLOSURE. REF. DETAILS
TIE LINE — — — — — — _ 1 REF. DETAIL
S 89.18'58" W
94.93 FOUND 1"
IRON ROD----- � - — -- --- � 1
FLUSH WITH --------------- 1 FOUND N
I
GROUND - TIE LINE — — — - _ R/W Mi
------------\ --- �_ o0 WATER OVER STORM
N 64.12 55" W --
--78.65 -------- ------- — co—(0- J WATER OVER SEWER����
4" SEWER LATERAL /
® 2.0% (MIN) SLOPE /
19 CLEANOUT,,
CLEANOUT, UNDERGROUND ELECTRICAL TYP. '
SET GC SHALL COORDINATE
/ IRON ROD W/ PROVIDER — — —
/ ON EAS TRANSFORMER PAD, GC
— L —
/ BANK D TC O SHALL COORDINATE / — — — w 670
FINAL LOCATION
W/ PROVIDER
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/ REF. PLUMBING
DWG'S FOR
CONTINUATION
/ n
ROBERT L. DORTON / — _ / _ - REF. ELECTRICAL
and wife, / — — — / Co / _ DWG'S FOR
SADIE L. DORTON ` /' / CONTINUATION
D.B. 1033, P.G. 188
PIN 5534297002 / \ / -
ZONING: SINGLE FAMILY RESIDENTIAL \ / / / -
\ / \ CONTINUE 4" SEWER LATERAL
FIELD SITE. VERIFY TFIINALPLOCATION
/ /i
ADD CLEANOUTS ® 75' O.C.
Sh 41
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ACTION GLASS & MIRROR INC. /
DB. 12551 PG. 0023
5534-39-000 — — — / 667
3.87 AC(168429.91 SF) 670
ZONING: OFFICE/LIMITED COMMERCIAL _ — J 672
/ 675
— — — — — — — — — — — — — __ -�_—�
N X89. N 89°39'10" E
_ ---— — — — — — — i \J 0. 6 70.65
— / -
------------------� --� � �/ I SET IR
— — — — — — — — — — — _ — /
POINT ROD
N 89 10"
FOUND11�
IRON ROD 1 / �� \
30' FRONT SETBACK — / / FOUND
IRON PIPE
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FOUND 0.92 ACRE — —
�� IRON PIPE BY COORDINATE
FOUND i� METHOD &
/ c0 , / / / IRON PIPE / BEING A PORTION
OF THE REMAINDER
/ OF THE PROPERTY
(.0 I / / / / DESCRIBED IN
�� D.B. 252, P.G. 228
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00
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INS
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CALVIN R. RITCHIE
and wife, \ J
MARY F. RITCHIE
FOUND
D.B. 1718, P.G. 274 /
IRON ROD
TRACT 1 OF \
MAP BOOK 28, PAGE 83 i \
PIN 5534284888
ZONING: SINGLE FAMILY RESIDENTIAL
NOTE:
�5.
COORDINATE TELCO W/
OWNER & PROVIDER.
SPECIAL NOTE: GENERAL CONTRACTOR SHALL SET
ADJUST ALL DIMENSIONS AND GRADES AS IRON ROD
REQUIRED TO MATCH EXISTING CONDITIONS.
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2" WATER SERVICE GC SHALL I I /
COORDINATE WITH CITY OF CONCORD 1 1 10' X 30'
141 BORE PIT
2" RP BACKFLOW DEVICE IN FROST-
FIRE ASSEMBLY,
PROOF ENCLOSURE. REF. DETAILS
TIE LINE — — — — — — _ 1 REF. DETAIL
S 89.18'58" W
94.93 FOUND 1"
IRON ROD----- � - — -- --- � 1
FLUSH WITH --------------- 1 FOUND N
I
GROUND - TIE LINE — — — - _ R/W Mi
------------\ --- �_ o0 WATER OVER STORM
N 64.12 55" W --
--78.65 -------- ------- — co—(0- J WATER OVER SEWER����
4" SEWER LATERAL /
® 2.0% (MIN) SLOPE /
19 CLEANOUT,,
CLEANOUT, UNDERGROUND ELECTRICAL TYP. '
SET GC SHALL COORDINATE
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FINAL LOCATION
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ROBERT L. DORTON / — _ / _ - REF. ELECTRICAL
and wife, / — — — / Co / _ DWG'S FOR
SADIE L. DORTON ` /' / CONTINUATION
D.B. 1033, P.G. 188
PIN 5534297002 / \ / -
ZONING: SINGLE FAMILY RESIDENTIAL \ / / / -
\ / \ CONTINUE 4" SEWER LATERAL
FIELD SITE. VERIFY TFIINALPLOCATION
/ /i
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Sh 41
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ACTION GLASS & MIRROR INC. /
DB. 12551 PG. 0023
5534-39-000 — — — / 667
3.87 AC(168429.91 SF) 670
ZONING: OFFICE/LIMITED COMMERCIAL _ — J 672
/ 675
— — — — — — — — — — — — — __ -�_—�
N X89. N 89°39'10" E
_ ---— — — — — — — i \J 0. 6 70.65
— / -
------------------� --� � �/ I SET IR
— — — — — — — — — — — _ — /
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FOUND11�
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30' FRONT SETBACK — / / FOUND
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FOUND i� METHOD &
/ c0 , / / / IRON PIPE / BEING A PORTION
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00
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MARY F. RITCHIE
FOUND
D.B. 1718, P.G. 274 /
IRON ROD
TRACT 1 OF \
MAP BOOK 28, PAGE 83 i \
PIN 5534284888
ZONING: SINGLE FAMILY RESIDENTIAL
NOTE:
�5.
COORDINATE TELCO W/
OWNER & PROVIDER.
SPECIAL NOTE: GENERAL CONTRACTOR SHALL SET
ADJUST ALL DIMENSIONS AND GRADES AS IRON ROD
REQUIRED TO MATCH EXISTING CONDITIONS.
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D.B. 1797, P.G. 190
PIN 5534383747
ZONING: SINGLE FAMILY RESIDNTIAL
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LISA H. SKYES
\ and husband,
2 3 4 5
IRON ROD
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MIDLAND, NC
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MIDLAND, NC
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NARRATIVE:
MAINTENANCE PLAN:
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The proposed project is for the construction of a new commercial facility with
The following maintenance plan shall be followed until the site is completely stabilized after construction. During
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supporting infrastructure. This project is located on Highway 24/27 in Midland,
construction the Contractor shall be responsible for inspection and maintenance of all erosion and sediment control
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Cabarrus County, NC. Total disturbed area for this project is 1.44 acres. The scope
structures.
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of work includes installation of erosion control measures, clearing, grading, driveway/
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parking construction, site utilities, and building erection.
1. A log must be kept for the site documenting each rainfall event and measures taken to repair or replace any damaged
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erosion control measures. All NPDES rules shall apply.
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2. All erosion control measures shall be checked for stability and operation following any rainfall producing runoff and at
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least once every week. Any needed repairs shall be made immediately so that all erosion control measures are maintained
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CONSTRUCTION SEQUENCE:
as designed.
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1. Obtain plan approval and permits prior to beginning work.
- - -,- - - - -
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2. Flag the work limits to prevent unnecessary clearing.
3. The sediment traps shall be cleaned out when the level of sediment reaches the mid -depth point below the weir
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3. Hold pre -construction meeting at least one week prior to starting construction.
elevation. Washed stone shall be cleaned or replaced when the sediment pool no longer drains properly.
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Notify NCDEQ 48 hours prior to meeting.
4. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance with the seeding specifications in
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4. Install temporary construction entrance.
order to maintain a dense vegetative cover.
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5. Clear enough vegetation to install perimeter erosion measures.
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6. Install silt fence and stone outlets.
5. Sediment deposits shall be removed from sediment fence after each storm event or sediment fence should be replaced.
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7. Install Culvert.
8. Stabilize immediately
They must be removed when deposits reach approx. half the height of the barrier. Any sediment deposits remaining in
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construction slopes after construction.
place after the sediment fence is removed shall be dressed to conform to the existing grade, prepared and seeded.
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9. Clear and grub remaining site as required.
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,10. Clear and grub area as required.
6. Inspect check dams and channels for damage after each storm event. Remove sediment accumulated behind the dams
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11. Grade and fill areas to proposed grades shown. Contractor shall not disturb more
as needed to prevent damage to channel vegetation. Add stones to dams as needed to maintain design height and cross
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area than necessary. Install slope matting as shown on plans. Seed slopes in
section.
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accordance with seeding detail.
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I ' N.C. HWY 24-27 (VARIABLE R/W)
12. Install storm drain and rip rap aprons.
7. Temporary erosion and sedimentation control measures shall remain in place until the site has been stabilized and a-
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13. Install inlet protection as required immediately after storm construction.
14 Provide roundcover on ex -A slo es as indicated on the Soil Stabilization Table
representative of the NC DEQ Mooresville Regional Office Land Quality Section has approved their removal.
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shown on the details sheets following completion of any phase of grading. 8. Any off-site borrow and waste required for this project must come from a site with an approved erosion control plan, a
15. Perform finish grading. site regulated under the Mining Act of 1971, or a landfill regulated by the Division of Solid Waste Management.
16. Remove all temporary erosion and sediment control structures after vegetation is Trash/debris from demolition activities or generated by any activities on site must be disposed of at a facility regulated '
established on all disturbed areas and following NCDEQ approval. by the Division of Solid Waste Management or per Division of Solid Waste Management or Division of Water Resources I I NC HWY 24/27 /
rules and regulations.
LEGEND
TEMPORARY CONSTRUCTION
® Temporary Sediment Trap 1P ENTRANCE
/ Temporary Sediment Fence I I , L
Limits of Construction , - - - - - - -�\
_
Temporary Inlet Protection OLD TRACT LINE
TIE LINE Stone Check Dam I LIMITS OF - - _ _ _ _ _ _ �'� - \ IN X89'39' N 89'39'1(
FOUND NAIL S 89'18'58' W ® Rip Rap/ Stone \ I CONSTRUCTION - - - ` - - - - - - - _ � _ _ i - - J // �0. 6 70.65
94.93 FOUND 1" 1
IN ASPHALT IRON ROD Slope Matting , - _ I _ - - - - - - - -
DRIVEWAY FLUSH WITH oD ROCK PILE FOUND NC DOT - - - _ - _ _ / I P IN -T -
�a R W MARKER VEGETATED SWALE 1, - - - - PQfNT_ !-;7
GROUND / ca INLET PROTECTION / _ -/ -
/ N 64'14TIE IN 5" W , 1 REF. DETAIL LINED W/ STRAW W. NET N 89'39'10" E - -
78 3 �- - E �� IMMEDIATELY AFTER �� -I 1 1 V/ / _ h _
' - _ 3'3 CONSTRUCTION FOUND Ay /
APRON A-1 , - 31.27 - IRON ROD
STONE CHECK DAM, �' 1 1 V /-
/ - - / �►� �, / "
TYP. AS SHOWN
SET 30' FRONT SETBACK _ T _ - - / = _ _ _ _ - / FOUND
IRON ROD STONE OUTLET , 667 - - �( / _ _ IRON PIPE
C / ON EAST REF. DETAILS
BANK 0 _ - 670
DITCH SLOPE MATTINGI I/_ _ - -
SHOWN SHADED o ;
/ REF. DETAIL - p-- -- -- _ =4 / / / / i �,• - \ \
SIDENTIAL / - - - - - - , ��---- I / .`� �`V V051
' 0' SILT FENCE, TYP. AS cD
�O �� / , SHOWN. REF. DETAILS i / J-
,� cb• oo / / ----J -
5�b �•� ROBERT L. DORTON / _ _ _ / �
and wife,
� SADIE L. DORTON ` / ��/ � ' � /"� FOUND 0.92 ACRE _
D PIN 15534297002 8 \ / \ / FOUND
J �P �` IRON PIPE
r / o BY COORDINATE
CONCRETE WASHOUT r7 � METHOD &
ZONING: SINGLE FAMILY RESIDENTIAL \ \ / / \� , AREA - / ' , / / / / IRON PIPE BEING A PORTION
OF THE REMAINDER
OF THE PROPERTY
/ \� . •Q / / \ / / // / DESCRIBED IN
/ / /' / •' / 1 �I I T / D.B. 252, P.G. 228
/" / / ^ (FIRST LOT)
STONE OUTLET / �O ZONING: OFFICE/LIMITED COM
,� / co / / /
REF. DETAILS STONE CHECK DAM, 0
TYP. AS SHOWN wtK
_01 A
/ / A/ VEGETATED SWALE 2, / • / / /
s,`4 001f LINED W/ STRAW W. NET
�� x IMMEDIATELY AFTER
CONSTRUCTION
FOUND
ACTION GLASS & MIRROR INC., / \ IRON ROD / Sp,
/ \ DB. 12551 PG. 0023 , _ \ / / Lo°
\ 5534-39-000 / 667
3.87 AC(168429.91 SF) / 670
ZONING: OFFICE/LIMITED COMMERCIAL 672 100
F / \ 67
B /
K, /
\T1OD /
IN DITCH
FOUND TALL
ALUMINUM PIPE
CALVIN R. RITCHIE
and wife,
MARY F. RITCHIE
A D.B. 1718, P.G. 274
TRACT 1 OF
MAP BOOK 28, PAGE 83
PIN 5534284888
ZONING: SINGLE FAMILY RESIDENTIAL
SPECIAL NOTE: GENERAL CONTRACTOR SHALL
ADJUST ALL DIMENSIONS AND GRADES AS
REQUIRED TO MATCH EXISTING CONDITIONS.
I
\ ; TOPSOIL STORAGEAREA
PROPOSED SEPTIC DRAIN FIELD.
DESIGNED BY OTHERS.
\ �J
i FOUND
\ IRON ROD
i
SET
IRON ROD
S2
2
FOUND
IRON PIPE
I \
/ c,&P tib I I I
LIMITS OF
CONSTRUCTION
Q gL PdINT
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bu S�C,O 5$0$ �^j'1 D.B.R6148, ORP.GGAN
C-)�O(P�' PIN 5534385618 s, \
I
FOUND
�1 �y0^ G°� IRON PIPE
O 6 p
LISA H. SKYES
and husband,
nARYI F CKYF'
3
LISA H. SKYES
and husband,
DARYL E. SKYES
D.B. 1797, P.G. 190
PIN 5534383747
ZONING: SINGLE FAMILY RESIDNTIAL
1
ZO ING: OFFICE/LIMITED COMMERCIAL
\
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SHEET NUMBER
C5

0�
ICS/
FOUND NAIL
IN ASPHALT
DRIVEWAY
TIE LINE
S 89°18'58" W
94.93
3 4
PLANTING
YARD
TYPE
LENGTH (FT)
WIDTH (FT)
SHADE TREES
ORNAMENTALTREES
5W71012
EVERGREEN TREES (25%)
SOURWOOD
Oxydendrum arboreum
2" Cal.
As Shown 6-9' at time of planting
YC
ti 0
YOSHINO CHERRY
Prunus x incamp 'Okame'
Rhaphiolepis umbellata
Loropetalum chinensis `Burgundy'
Euonymus japonicus
Quercus Laurifolia
2" Cal.
3 Gal.
18" - 24" Ht.
3 Gal.
2" Cal.
As Shown 8-10' at time of planting
As Shown
As Shown
As Shown
As Shown
YH
127 YEDDO-HAWTHORN
LO
84 LOROPETALUM
EE
170 EVERGREEN EUONYMUS
LA
16 LAUREL OAK
SB
36
SERVICEBERRY
Amelanchier Canadensis
2" Cal.
As Shown
JY
102
JAPANESE YEW
Taxus Cuspidate
3 Gal.
As Shown
AH
2
AMERICAN HOLLY
Ilex Opaca
2" Cal.
As Shown
Cal - Caliper, Gal - Gallon, OC - On Center
Q
EAST
YARD #2
0�
ICS/
FOUND NAIL
IN ASPHALT
DRIVEWAY
TIE LINE
S 89°18'58" W
94.93
3 4
PLANTING
YARD
TYPE
LENGTH (FT)
WIDTH (FT)
SHADE TREES
ORNAMENTALTREES
LARGE MATURING (40%)
EVERGREEN TREES (25%)
SHRUBS
EVERGREEN SHURBS (75%)
o
O
ti 0
REQUIRED
PROPOSED
REQUIRED
PROPOSED
REQUIRE�D:=
PROPOSED
REQUIREDPROPOSED
Q
REQUIRED
PROPOSED
REQUIRED
PROPOSED
U
1
�
00
0
O
Z
SHADE ORNAMENTAL
SHADE ❑RNAMENTAL
SHADE
ORNAMENTAL
SHADE
ORNAMENTAL
W
V
PERIMETER
BUFFER
Q
EAST
YARD #2
702.94
43
29
29
57
-
12
23
29
-
8
15
9
-
141
141
106
115
SOUTH
YARD #2
275.90
43
11
11
22
-
5
9
11
-
3
6
4
-
56
56
42
47
WEST
YARD #2
268.81
43
11
11
22
-
5
9
11
-
3
6
3
-
54
54
41
47
THROUGHFARE
�o
564.09
15
19
--
19
19
-
-
-
-
-
-
-
_
166
170
--
-
INTERIOR18
PARKING
SPACES
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36
OLD TRACT LINE /
– — — — — — — — — J <
--------
FOUND 1„ ------ -------
IRON ROD -------- _—_ --
FLUSH WITH _ _ _ _ — — — — —
GROUND -------- �
TIE LINE 2 -YC
78. 3 ------------- SW co
20�_— cD—
/---- 20-YH cD _
10 -LO _
SET
IRON ROD
ON EAS
BANK OF
DITCH
— N
LO
i
/ ROBERT L. DORTON
/ and wife,
/ SADIE L. DORTON
D.B. 1033, P.G. 188
/ PIN 5534297002
/ ZONING: SINGLE FAMILY RESIDENTIAL
�V
B ET IRON OD �\
IN DITCH
FOUND TALL
ALUMINUM PIPE
8 -SB
3 -LA
23 -JY
20 -EE
9-YH
6 -LO
8 -SB
4 -LA
19 -JY
19 -EE
9-YH
6 -LO
D
5 10
tK 4 £ko
er
CALVIN R. RITCHIE o
and wife, °
MARY F. RITCHIE °
D.B. 1718, P.G. 274
TRACT 1 OF D
MAP BOOK 28, PAGE 83
PIN 5534284888
A ZONING: SINGLE FAMILY RESIDENTIAL
0
'0
99
SET
IRON ROD
EXISTING VEGETATION
TO REMAIN. SHOWN
SHADED
O
ONE
S�
sS
FOUND
IRON PIPS•
�Y` FENCE POST
(CONTROL CORNER)
1 2
C
FOUND
IRON PIPE
II
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I'I
II
II
II
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II
II
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\—OR— �ORJ
N C H WY 24/27
. ,
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24 -LO
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PQIKIT
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ON l PIPE
5
TREES
SOURWOOD (SW)
x YOSHINO CHERRY (YC)
AMERICAN HOLLY (AH)
N. C moi`
v/xI LAUREL OAK (LA)
0
00
SERVICEBERRY (SB)
SHRUBS/ GROUND COVER
JAPANESE YEW JY
0 LOROPETALUM (LO)
0 EVERGREEN EUONYMUS (EE)
® YEDDO-HAWTHORN (YH)
� h�
^M FOUND
CoQ �p IRON PIPE
h�
�o
rVUNU
NOTE:
PLANTINGS SHOWN IN BUFFER YARDS
ARE FOR REFERENCE IF NEEDED. GC
SHALL VERIFY EXISTING VEGETATION
MEETS CABARRUS COUNTY ZONING
ORDINANCE. BUFFERS REQUIRE 40%
OF TREES TO BE LARGE MATURING
AND 25% OF TREES SHALL BE
EVERGREEN. 75% OF SHRUBS SHALL
BE EVERGREEN ADD TREES SHRUBS
0.92 ACRE
BY COORDINATE
METHOD &
BEING A PORTION
OF THE REMAINDER
OF THE PROPERTY
DESCRIBED IN
D.B. 252, P.G. 228
(FIRST LOT)
ZONING: OFFICE/LIMITED COMMERCIAL
/
OF °� AS REQUIRED. /
POINT
S ��0�� �O�• tib$ LANDSCAPE NOTES
1. LANDSCAPE WORK SHALL INCLUDE ALL WORK INDICATED ON LANDSCAPE PLAN, INCLUDING TREES, SHRUBS, AND GROUNDCOVERS.
pGR�p e �c�l 00 2.ALL PLANTS SHALL BE DENSE, UNIFORM AND FREE OF INSECTS AND DISEASE. PLANT SELECTIONS SHALL NOT INCLUDE LOOSE OPEN
16 0�\O�° �0 /150 �`L� O$ STANDARDS OTHERPLANTS OR N THE AMERICAN STANIAL DARDAFORRNDURSERM STOCKBY
CONDITIONS.
CANALL PLANTS SHALL MEET ASSOCIATION OF NURSERYMAN, INC. WASHINGTON, THE INIMUM
D.C.
(LATEST EDITION).
3.ALL PLANTS SHALL BE FERTILIZED WITH A SLOW RELEASE TYPE FERTILIZER (MAG -AMP OR AGRIFORM PLANTING TABLETS) AT RATES
`Q Q FOUND
90 LAB �I0 0 GOA IRON PIPE
o
g
48 -JY �G �O g. 6'D j
C'
26-YH
15 -LO
LISA H. SKYES
and husband,
DARYL E. SKYES
D.B. 5847, P.G. 105
PIN 5534382604
ZONING: SINGLE FAMILY RESIDENTIAL
3
RECOMMENDED BY THE MANUFACTURER. INCORPORATE INTO THE SOIL MIXTURE AT TIME OF INSTALLATION.
4.ALL TREES SHALL BE STAKED PER STAKING DETAIL.
5.TOPSOIL SHALL BE USED FOR BACKFILLING ALL PLANT PITS FOR PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSIST OF 3 PARTS \�
GARDEN SOIL, % PART PEAT MOSS, 1/2 PART MANURE OR BONE MEAL, AND ONE POUND LIME PER CUBIC FOOT.
6.MULCH ALL AREAS UNDER AND AROUND ALL PLANTS AND ALL OTHER AREAS INDICATED TO PLANT WITH A 3" LAYER OF CLEAN MULCH
WITHIN 2 DAYS AFTER PLANTS ARE INSTALLED.
TLOCATIONS FOR PROPOSED PLANT BEDS, TREES AND SHRUBS MAY BE ESTABLISHED USING SCALED DIMENSIONS TAKEN FROM WALKS,
DRIVES, BUILDINGS, ETC. AS REFERENCES.
&LANDSCAPE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR REPAIR OF
DAMAGES CREATED BY LANDSCAPE OPERATIONS. DAMAGED UTILITIES SHALL BE REPAIRED BY APPROPRIATE LICENSED CONTRACTOR AND
CHARGES PAID BY LANDSCAPE CONTRACTOR.
9.PLANTS ARE SHOWN AT APPROXIMATELY 2/3 TO MATURE SIZE FOR GRAPHIC PURPOSES AND DO NOT INDICATE SIZE OF PLANT AT TIME
OF INSTALLATION.
10. ANY DISCREPANCIES BETWEEN PLANT QUANTITIES OR BETWEEN THE PLAN AND PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO PLANTING. FOR PRICING PURPOSES, THE CONTRACTOR SHALL UTILIZE QUANTITIES LISTED ON THE PLANT LIST.
11. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR TWO YEARS AFTER ACCEPTANCE OF ALL PLANTING.
\ 12. THE CONTRACTOR SHALL SUBMIT WRITTEN INSTRUCTIONS FOR WATERING FREQUENCY INCLUDING AMOUNTS, FERTILIZATION, PRUNING &
SPRAYING TO OWNER AFTER PROJECT COMPLETION AND NOTIFY THE OWNER IN WRITING IF WATERING TECHNIQUES OR MAINTENANCE
PROCEDURES INSUFFICIENT DURING FIRST YEAR'S GROWTH. CONTRACTOR SHALL WATER PLANTS THOROUGHLY WHEN PLANTED AND AS
REQUIRED UNTIL FINAL ACCEPTANCE OF PROJECT.
13.SEE SHEETS C-3 AND C-4 FOR LOCATION OF GRADES, UTILITIES, AND OTHER SITE FEATURES.
14. WIRE BASKETS AND STRAPPING MUST BE CUT AWAY AND REMOVED FROM TOP 2/3 AND SIDES OF ROOT BALL PRIOR TO BACKFILLING
PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
ZONI� 15. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND
ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/ PLANTING MIX STANDARDS FOR
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE)
16. LARGE MATURING TREES MUST BE MINIMUM 25 TO 30 FEET FROM OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT
0
I0
C
WITH POWER LINES OR SIGNS, CALL ARCHITECT TO RESOLVE BEFORE PLANTING. A
17. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES WHERE POSSIBLE. PLANT 15'-20' OFF SEWER AND STORM
DRAINAGE LINES; 10'-15' OFF GAS, WATER, TELEPHONE AND ELECTRICAL LINES. FOUND
18. SEQUENCE LANDSCAPING SUCH THAT PLANTS AND LAWN ARE INSTALLED AFTER EXTERIOR WORK ON BUILDING HAS STABILIZED BUT IRON ROD
SHALL OCCUR AT LEAST TWO MONTHS PRIOR TO SUBSTANTIAL COMPLETION.
19. GC SHALL INSTALL STRAW AT 2' WIDTH ALONG BUILDING EXTERIOR AFTER BRICK CLEANING TO PROTECT NEW WALL SURFACE FROM MUD
STAINS.
0 1" 2"
SCALE 1"=30'
4 5
Action Glass &Mirror, Inc
MIDLAND, NC
SEAL
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SHEET NUMBER
C6

D■
0■
1 2
Dome Typical
Filler Cut Edge
Maximum 1.6" to 2.4"
O.C. E.W.
Slope iv
Curb -Ramp I 0.4"
Surface
1 2v
SECTION CUT EDGE
Domes
1.6 to 2.4" O.C.
PLAN VIEW
Detectable Truncated Dome Specifications:
• Bottom diameter of 0.9 in.
• Top diameter of 0.4 in.
• Height of 0.2 in.
• Center -to -center spacing of 1.6 in to 2.4 in.
• Visual contrast.
• Detectable warning surface shall extend
from edge to edge of walkway entering the
crosswalk, at street level.
TRUNCATED DOME DETAIL
NO SCALE
SIGNAGE
18
8' 8' 8' 8' 5' 8'
VAN
CCESSIBL
SPACE
ONE OUT OF EVERY SIX (6) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
O
VAN R7-MUTCD 8e RESERVED
ACCESSIBLE
12"X6 �0 PARKING PARKING
R7-1
ISABLED
12"x18" MUTCD
DR7-8a
RESERVED
PARKING PASSENGER 12"x18"
MUTCD
R7 -8a LOADING
12"x18" ONLY 8
REQUIRED ACCESSIBLE MAXIMUM R7 -8D
12"x9"
RESERVED PARKING SIGN PENALTY
$ 2so
MAXIMUM
PENALTY
R7 -8D
12
$ 250 12 x9"
12
VAN VAN
ACCESSIBLE
RESERVED
PARKING
> V
HANDICAPPED
ONLY
MAXIMUM
" PENALTY
$250
GS 20-37.6
HANDICAP SIGNAGE REQUIREMENTS
NO SCALE
■
0■
ALTERNATE RAMP VIEWS
W
A
W+A+9"
X
B
5'
0.0'
5.8'
5.8'
5.0'
6'
0.0'
6.8'
6.8'
6.0'**
7'
0.0'
7.8'
7.3'
6.5-
81
0.0'
8.8'
7.3'
6.5-
5'
2.0'
7.8'
7.8'
5.0'
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
8.8'
1 8.3'
4.4'
5'
3.5'
9.3'
1 8.4'
4.1-
5'
4.0'
9.8'
8.6'
3.8'
5'
4.5'
10.3'
8.7'
3.4'
5'
5.0'
10.8'
1 8.9'
3.1'
J = X_(A+y..)
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
*NOTE: ALL RAMPS SHALL BE 6" THICK.
VV
SECTION 13-13
6. 0,Q•-oi6. 6.
SIDEWALK STD. CURB &GUTTER MIN. STD. CURB & GUTTER TOP OF
ELEVATION TRANSITION DROF TRANSITION CURB
UR
GUTTER
ARIABLE SLOPES NOT
TO EXCEED 12:1 (8.33%)
SECTION A -A
ISOMETRIC VIEW
NOTES:
1. ALL RAMPS SHALL BE 6" THICK MINIMUM.
2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3. ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES
OR ALTERED FOR ANY REASON SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER
AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT
REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A
FUTURE DATE. THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964.
THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE JANUARY 26, 1992.
4. WHEELCHAIR RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. WHEELCHAIR RAMPS SHALL BE
LOCATED AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE
INSTALLED NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS. DUAL RAMPS SHOULD BE PLACED AS NEAR PERPENDICULAR
TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1"/1' (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
6. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 48" (4') OR GREATER FOR DUAL RAMPS AND 60" (5-0") OR GREATER FOR DIAGONAL RAMPS.
7. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB.
8. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN THE INTERSECTION THAN WOULD BE ESTABLISHED BY BISECTING THE INTERSECTION
RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 13)
9. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE
PEDESTRIAN CROSSWALK LINES. DIAGONAL RAMPS WITH FLARED SIDES SHALL BE PLACED SO 24" OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK
MARKINGS ON EACH SIDE OF THE FLARES.
10. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.
11. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE
REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE
PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
12. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
13. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED
BY THE FEDERAL HIGHWAY ADMINISTRATION AND ANY APPLICABLE VDOT OR LOCAL CODES.
14. ALL WHEELCHAIR RAMPS SHALL HAVE TRUNCATED DOMES IN ACCORDANCE WITH DETAIL 02.05.04.
HANDICAP RAMP DETAILS
NO SCALE
AS SHOWN
ON PLANS
CONCRETE
SIDEWALK
GALVANIZED POLE
:D NCDOT
U CHANNEL
3/16"
CONTRACTION JOINT DETAIL:
JOINT BY SOFTCUT METHOD. -
EASE EDGES OF JOINT 11
1
CONTRACTION CRACK
4000 PSI @ 28 DAYS
W/ 6x6x6 WWF OR FIBERMESH
FAM
SUBGRADE COMPACTED TO-/
NEMENT 100% STANDARD PROCTOR.
CONCRETE PAVING SLAB ON GRADE
NO SCALE
AS SHOWN
ON PLANS
Z
OQ
=J
U)0-
Cn Z
Qo
6' CONCRETE WHEEL
STOP
WHEEL STOP DETAIL
NO SCALE
n» Tvr-ir r* n r_ n ��ir n niw in �i inr n ^E
COMPACTED SUBGRADE, J
98% STANDARD PROCTOR
ASPHALT PAVING, STANDARD DUTY
NO SCALE
�n 1.Ir AMIK IrI IMI­ ACE
COMPACTED SUBGRADE, _J
98% STANDARD PROCTOR
ASPHALT PAVING, HEAVY DUTY
NO SCALE
EXPANSION
JOIN
4" 2500 psi
CONCRETE
10'
1/2" 1
0'-9"
CONTROL
JOINT
G
4 5
i7Iti111110. 00
JOINT
FORM PLAT
JOINT
SECTION A -A
1"X6" WITH 3/8" GAP
---'"'--"' EACH. TOP
1" EACH SIDE
X 6" PRESSURE
ATED POST
CONTROL
JOINT
EXPANSIO
JOINT
1 1/2"
1/2" E
I�VIV I r[VL r-Vr[IVI rL/-X I C
JOINT JOINT
GENERAL NOTES:
1. SAW CUT 1" DEEP CONTROL JOINT @ 5'-0". ONE 1/4" EXPANSION
JOINT WILL BE REQUIRED AT 20' INTERVALS. A 1/4" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE
OR AS INDICATED ON SITE PLAN.
KPANSION JOINT
1 U -U
5-0"
l U -U
I u -U
A
1 U -U
PROTECT GATE &
z
FENCE (TYP)
COLOR, GREEN'
CO
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°
SWING LATCH
DUMPSTER DETAIL
NO SCALE
1
EXPANSION JOINT
A fJ VGROOVE JOINT (TOOL JOINT)
ACE OF CURB PLAN
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/3" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 40'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS" EXPANSION JOINT,
ANY RIGID STRUCTURE. SEAL TO MAKE WATER
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH. TIGHT
"A" VARIES (4'-6" MIN.) *
SEE NOTE BELOW
1'-4" GROOVE JOINT (TOOL JT) 1 /2 >>A„
5" - 7" VARIABLE "
1 SLOPE 1/4' PER FEET
41
a • • a a o
wa e A
e
A
PAVEMENT �.,
N d
*IF "A" IS GREATER THAN 8' ADDITIONAL GROOVE"JOI
SHALL BE REQUIRED AT 1/2 "A"
+/- 4" ASPHALT TWO 1/2" THICK PIECES
PATCH S -9.5A 7BITUMINOUS FIBER REQUIRED SECTION A -A
IF SUBBASE IS CONCRETE.
MUST BE SEALED WITH
APPROVED JOINT SEALER. CONCRETE SIDEWALK DETAILS
NO SCALE
0
4" STEEL BOLLARD FILLED
WITH CONCRETE (TYPICAL)
'Y BOLLARD IN
)UND S-0" MIN.
6" X 6" PRESSURE
TREATED POST
ING ASPHALT TO REMAIN
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK SHALL BE AS SHOWN ON CIVIL SITE
DRAWINGS/ PLANS OR AS SPECIFIED IN THE CONTRACT DOCUMENTS.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
TOOL JT. PROFILE
aFP
.. •e
p• . a
GROOVE JOINT (TOOL JOINT
1/8" RADIUSJOINT SEALER
-NXz-
TO 1/4"
4A
.
• a
� s
4" ...
9 d
E • a
• a
A
.a a .
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
0
0�a
�ction Glass & Mirror, In
MIDLAND, NC J
4" BOLLARD POST
POURED SOLID TO
w
PROTECT GATE &
19
FENCE (TYP)
COLOR, GREEN'
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK SHALL BE AS SHOWN ON CIVIL SITE
DRAWINGS/ PLANS OR AS SPECIFIED IN THE CONTRACT DOCUMENTS.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
TOOL JT. PROFILE
aFP
.. •e
p• . a
GROOVE JOINT (TOOL JOINT
1/8" RADIUSJOINT SEALER
-NXz-
TO 1/4"
4A
.
• a
� s
4" ...
9 d
E • a
• a
A
.a a .
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
0
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MIDLAND, NC J
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SHEET NUMBER
CD -1

C
C
1
MIN. _
3
kim mill.;
W
ATURAL GRADE
mill III
SII�M I I RIP RAP I
H SII II =
- I
t
4" #5 WASHED STONE
LAYER OF FILTER FABRIC
NOTE: MINIMUM 14=2 3
PIPE DIAMETE
SECTION B -B
1
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
PER RIPRAP APRON DATA BLOCK SHOWN BELOW.
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
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.
APRON
DESIGNATION
PIPE
DIAMETER
d50 RIPRAP
STONE SIZE
Do
L
W
t
Al
24"
4.8"
6.0'
13'
15.0'
9.5"
Do= Width of Apron at Outlet of Pipe (3xDia)
RIP RAP APRON DETAIL
NO SCALE
NOTE: INSTALL IN
SIMILAR FASHION
BENEATH SIDEWALKS
-FINISHED GRADE
z -CURB & GUTTER
�0 00
Z
24" MIN. g 24" MIN.
�4" DIA. SCHEDULE
40 PVC
PVC SLEEVE DETAIL
NO SCALE
BEADING STONE
FOR RCP USE
# 57 STONE
PIPE SIZE
T
15" - 36"
4"
>36"
6"
FOR HDPE, USE THE MAI
SPECIFICATIONS. HOWE�
HDPE SHALL NOT BE AL
THE STREET RIGHT -OF-'
NOT-.
4" PLUG
A MINIMUM OF 12" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST
BE ALLOWED FOR COMPACTION OF FILL MATERIAL.
BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE
THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS
NOT TO EXCEED 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN -
BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION
REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED INTO PLACE.
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH
12" BELOW THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT DEPTHS
GREATER THAN 12" BELOW GRADE.
MAINTAIN A MINIMUM OF 2 FEET OF COVER OVER PIPE
STORM DRAIN PIPE BEDDING DETAIL
NO SCALE
FORM SAUCER WIT
3" CONTINUOUS RID
SPECIFIED PLANTI N
MIX. WATER & TAD
TO REMOVE AIR
POCKETS
ALTERNATF WAI I
CONFI
0
FT
PLAN
3; 1 StOpE
0
w
FT
SECTION L1 -�
SEE STD. 20.23 AN
SHRUB PLANTING REQUIREMENTS
NO SCALE
++ O
Qo 14.,
�T�EdT_
ao �' 'l
END VIEW
20.24
RIP RAP APRON, SEE
EROSION SHEETS
TOP 6", 100% STANDARD
PROCTOR
O
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT,
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
S-10"
3'-0"
6'-1"
1190
24"
3"
10"
S-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-0"
4'-6"
V-8"
5'-0"
6'-2"
2380
36"
4"
V-3"
V-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
V-9"
5-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
S-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
V-6"
V-9"
9'-0"
8'-3"
13980
++ O
Qo 14.,
�T�EdT_
ao �' 'l
END VIEW
20.24
RIP RAP APRON, SEE
EROSION SHEETS
TOP 6", 100% STANDARD
PROCTOR
NOTES:
1. FOR USE WITH ALL DIP, RCP AND VCP UNLESS CONDITIONS OF POOR OR SATURATED
SOIL OR ROCK ARE PRESENT.
2. HAND EXCAVATE TO CONFORM TO PIPE BARREL
3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE.
4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND
THOROUGHLY COMPACTED INTO PLACE.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER
THE PIPE HAS BEEN PLACED.
7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED
GRADE OF BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE.
"TYPE 1" BEDDING DETAIL
NO SCALE
2 3
0
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF 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 TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION DETAIL
NO SCALE
NOTE:
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS OR BRANCHES
FORM SAUCER WITH
3" CONTINUOUS RIM
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
3" MULCH
2 X BALL DIA.
G 2" X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18" INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 - 9"
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
MULT-STEM TREE PLANTING
NO SCALE
PIPE
"TYPE III"
OP 6", 100% STANDARD
ROCTOR
OMPACTED BACKFILL IN 6"
AYERS, 95% STANDARD
ROCTOR
LOPE OR SHORING PER OSHA
OP OF ROCK
40.67 STONE
? PIPE O.D.
3ELOW PIPE (MIN. 6")
\ND MIN. OF 6"
)VER TOP OF PIPE
NOTES:
1. FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE
AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE
PRESENT, REGARDLESS OF PIPE MATERIAL.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE III" BEDDING DETAIL
NO SCALE
0
W/A PICK COMPACTED
TOPSOIL
SINGLE -STEM TREE PLANTING
NO SCALE
12IMIN. I ///////
6"
MIN
J_
JNE 1/5 OF LEAF AREA BUT
FAIN NATURAL FORM.
RAY W/ANTI-DESICCANT ACCORDING
MFR'S INSTRUCTIONS IF FOLIAGE
PRESENT.
OUND LINE TO BE SAME
AT THE NURSERY.
RTH SAUCER W/
- 7" HIGH BERM.
DKFILL W/TOPSOIL AND
\TMOSS MIX IN 9" LAYERS
TER EACH LAYER
TIL SETTLED. DO NOT TAMP.
TOP 6" - 100% STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA.
COMPACTED BACKFILL -IN 6"
LAYERS, 95% STANDARD
PROCTOR.
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
BEDDING-? PIPE O.D.
BELOW PIPE (MIN. 6") AND
UP TO PIPE MIDPOINT
12"
NOTES: MIN.
1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE 11" BEDDING DETAIL
NO SCALE
5
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2. HAND EXCAVATE TO CONFORM TO PIPE BARREL
3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE.
4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND
THOROUGHLY COMPACTED INTO PLACE.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER
THE PIPE HAS BEEN PLACED.
7. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED
GRADE OF BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE.
"TYPE 1" BEDDING DETAIL
NO SCALE
2 3
0
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF 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 TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION DETAIL
NO SCALE
NOTE:
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS OR BRANCHES
FORM SAUCER WITH
3" CONTINUOUS RIM
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
3" MULCH
2 X BALL DIA.
G 2" X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18" INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 - 9"
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
MULT-STEM TREE PLANTING
NO SCALE
PIPE
"TYPE III"
OP 6", 100% STANDARD
ROCTOR
OMPACTED BACKFILL IN 6"
AYERS, 95% STANDARD
ROCTOR
LOPE OR SHORING PER OSHA
OP OF ROCK
40.67 STONE
? PIPE O.D.
3ELOW PIPE (MIN. 6")
\ND MIN. OF 6"
)VER TOP OF PIPE
NOTES:
1. FOR USE WITH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE
AND WHEN CONDITIONS OF POOR OR SATURATED SOIL OR ROCK ARE
PRESENT, REGARDLESS OF PIPE MATERIAL.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE III" BEDDING DETAIL
NO SCALE
0
W/A PICK COMPACTED
TOPSOIL
SINGLE -STEM TREE PLANTING
NO SCALE
12IMIN. I ///////
6"
MIN
J_
JNE 1/5 OF LEAF AREA BUT
FAIN NATURAL FORM.
RAY W/ANTI-DESICCANT ACCORDING
MFR'S INSTRUCTIONS IF FOLIAGE
PRESENT.
OUND LINE TO BE SAME
AT THE NURSERY.
RTH SAUCER W/
- 7" HIGH BERM.
DKFILL W/TOPSOIL AND
\TMOSS MIX IN 9" LAYERS
TER EACH LAYER
TIL SETTLED. DO NOT TAMP.
TOP 6" - 100% STANDARD PROCTOR
SLOPE OR SHORING
PER OSHA.
COMPACTED BACKFILL -IN 6"
LAYERS, 95% STANDARD
PROCTOR.
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2")
AGGREGATE NO. 67
BEDDING-? PIPE O.D.
BELOW PIPE (MIN. 6") AND
UP TO PIPE MIDPOINT
12"
NOTES: MIN.
1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE 11" BEDDING DETAIL
NO SCALE
5
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C
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Fit
1
18" DIA. CONCRETE COLLAR
SIDEWALK/ PAVING SECTION
OR EARTH
THREADED BRASS CLEANOUT PLUG
MARKED SANITARY CLEANOUT
LLATERAL PIPE AS REQUIRED
Cross -Sectional Area (A) = Zdl
Top Width (T) = b + 2dZ
Slope (Z) = e/d
WYE
PVC CLEANOUT DETAIL
NO SCALE
TRAPEZOIDAL CROSS-SECTION SHOWN,
OMIT'b' FOR TRIANGULAR CROSS-SECTION
T
CHANNEL DATA BLOCK
COORDINATE LOCATION OF
CLEANOUTS WITH OWNER
- 45 ELBOW
e
CHANNEL d
DESIGNATION (MIN) b
TEMPORARY
T Z LINER MTL.
SWALE-1 1.00' 1.0'
5.0' 2 STRAW W/ NET
SWALE-2 1.00' 1.0'
5.0' 2 STRAW W/ NET
1. STRAW W/ NET SHALL BE NORTH AMERICAN GREEN S75 OR
EQUAL.
2. SYNTHETIC MAT SHALL BE NORTH AMERICAN GREEN SC150 OR
EQUAL.
NOTES:
1. REMOVE ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE
MATERIAL FROM THE FOUNDATION AREA AND DISPOSE OF PROPERLY.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES AND
DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2' OVERCUT AROUND
THE CHANNEL PERIMETER TO ALLOW FOR BUILDING DURING SEEDBED
PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT THE
SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4. SEED DITCH ACCORDING TO "GRASS LINED DITCH SPECIFICATIONS"
AND PROTECT WITH TEMPORARY LINER.
MAINTENANCE NOTES:
1. DURING THE ESTABLISHMENT PERIOD, CHECK GRASS LINED CHANNELS
AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL. CHECK AFTER EVERY HEAVY
RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY
IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD
CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR
HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP GRASS IN A
HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
2. INSPECT AND MAINTAIN TEMPORARY LINER IN ACCORDANCE WITH
"EROSION CONTROL MATTING DETAIL" AND MANUFACTURER
REQUIREMENTS.
SWALE DETAIL & SPECIFICATIONS
NO SCALE
3
REDUCED PRESSURE PRINCIPLE ASSEMBLY
1/4' TURN FULL PORTCHECK VALVE 41
BRONZE BALL SHUT OFF CHECK VALVE #2
VALVE #1
SEE NOTE 5
SEE NOTE 4--\\n
III II
TEST COCK #1
SEE NOTE 6.
12' MIN.
30' MAX.
DRAIN
PORT
1/4' TURN FULL PORT
BRONZE BALL SHUT OFF
VALVE #2
SEE NOTE 5
SEE NOTE 4
III FLOW
GROUND
SUPPORT AND PAD TO BE
SEE NOTE 4 DESIGNED BY OWNER SEE !VOTE 4 III
AS REQUIRED
RIGID PIPE MATERIAL
RIGID PIPE MATERIAL 5 FT. PAST THIS
AS SPECIFIED BY CITY OF CONCORD BEND. SEE NOTE 4.
STANDARD SPECIFICATIONS. SEE NOTE 4.
NOTES:
1. REDUCED PRESSURE ASEMBLIES (RP) MUST CONFORM TO
CITY OF CONCORD SPECIFICATIONS.
2. A 4 -INCH THICK CONCRETE PAD SHALL BE PROVIDED. SUPPORT PEDESTAL(S) SHALL BE
PROVIDED AS NEEDED. SUPPORT PEDESTALS(S) SHALL NOT BLOCK RELIEF VALVE OR DRAIN PORT.
3. PROTECTIVE ENCLOSURE SHALL CONFORM WITH ASSE1050 AND SHALL BE IN ACCORDANCE
CITY OF CONCORD SPECIFICATIONS, ORDINANCE, AND BACKFLOW MANUAL.
4. RIGID PIPE AND FITTINGS SHALL BE 3/4" TO 2" BRASS, K -COPPER,
OR GALVANIZED PIPE.
5. THE CITY OF CONCORD APPROVED 3/4" TO 2" RP INCLUDES SHUT OFF VALVES
#1 AND #2. AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL
BE PERMITTED.
6. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE
#1 AND IS PART OF THE APPROVED ASSEMBLY.
ZONING
SETBACK
9ACIffLOYf DEVICE
PROPERTY
UNE
C" or n 3 }
DOYESIIC METER
PUBLIC
WATER
MAIN
TYPICAL LOCATION REQUIREMENT
N.T.S.
t_u
#57 STONE "° t
GRAVEL TO %�%
6" ABOVE ���
WEEP HOLE--\
1! 11 1111°O °C
ff 11 ILII ii 11 ii ii 1
0.
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30.5" MIN. ] e 6 c C
801b BAG OF
18" MIN. CONCRETE
STONE PAD HYDRANT TEE
}
oy �1
GATE VALVE
o 0 o 0
BURY -3' 6" MIN..
❑ _ D @ 0
4 ❑ 0 O o
0
RESTRAIN WITH
ROMAC GRIPRING
OR MEGA -LUG
RESTRAINT SYSTEM
GENERAL NOTES:
1. HYDRANTS SHALL BE MUELLER COMPANY - MODEL: SUPER CENTURION 250; AMERICAN FLOW CONTROL - MODEL 5Ya"
B-84-8; CLOW VALVE COMPANY - MODEL: MEDALLION; OR EQUAL WITH BLACK PRIMER FINISH.
2. HYDRANT SHALL HAVE INTEGRAL SNAP -TIGHT STYLE STORZ CONNECTION WITH 54" VALVE OPENING, OPEN LEFT,
1Yz" PENTAGON NUTS, TWO -2 3�" NST CONNECTIONS, ONE -5" STORZ CONNECTION, DRAIN HOLES OPEN, AND 6" MJ SHOE.
3. MINIMUM BURY DEPTH OF 3'-6".
4. ALL HYDRANTS SHALL STAND PLUMB. HYDRANTS WITH PUMPER NOZZLES SHALL HAVE HOSE NOZZLES PARALLEL WITH, AND
THE PUMPER NOZZLE PERPENDICULAR TO, THE CURB LINE. ALL HYDRANTS SHALL BE ORIENTED SO THAT THE PUMPER
NOZZLE FACES THE CURB OR AS DIRECTED BY THE CITY,
5. HYDRANT SHALL BE LOCATED AT LEAST 3' BEHIND THE CURB AND LESS THAN 10' FROM THE EDGE OF THE ROAD PAVEMENT
OR AS DIRECTED BY THE CITY.
6. ALL OTHER MATERIALS AND INSTALLATION MUST CONFORM WITH THE TECHNICAL STANDARDS OF WSACC AND CITY OF
CONCORD.
FIRE HYDRANT PAINT COLOR CODE REQUIREMENTS:
ALL NEW FIRE HYDRANTS INSTALLED IN THE CITY OF CONCORD
SHALL BE PAINTED IN ACCORDANCE WITH THE FOLLOWING COLORS:
1. HYDRANTS ON PUBLIC WATER MAINS SHALL BE PANTED SAFETY
YELLOW, SHERWIN WILLIAMS STEEL MASTER 9500 B56-300
SERIES LRV 30% OR EQUAL.
2. PRIVATE HYDRANTS ON PRIVATE WATER MAINS SHALL BE
PAINTED SAFETY RED, SHERWIN WILLIAMS SW4081 LVR 11% OR
EQUAL.
FOR ALL FIELD PAINTING, ALL SURFACES SHALL BE SANDBLASTED
AND PROPERLY PREPARED ACCORDING TO THE PAINT
MANUFACTURER'S RECOMMENDATION PRIOR TO PAINTING. ALL FIRE CITY OF CONCORD
HYDRANTS AND ANY PORTIONS OF THE HYDRANT ASSEMBLY STANDARD DETAIL
EXPOSED TO VIEW (ABOVE ADJACENT GROUND ELEVATION) SHALL BE
PAINTED WITH TWO (2) OR MORE EVENLY APPLIED COATS OF errrrrrrrrr FIRE HYDRANT
HYDRANT ENAMEL PAINT. HYDRANTS WILL BE RETOUCHED /
REPAINTED AS NECESSARY AFTER INSTALLATION AND PRIOR TO
ACCEPTANCE. 12
16491101svml PUBLIC HYDRANT COLOR REVISION
AS REQUIRED BY
MANUFACTURER OF
FIRE HYDRANT
0
NOTE 4
FINISH GRADE
VALVE BOX
(SEE WSACC
STANDARD
VALVE BOX
INSTALLATION
3'-•O" MIN. COVER DETAIL)
NOTE 5
NOTE 3
ZNEC2- CONTINUOUS
2 -INH BRASS OR WITH
CITY APPROVAL HDPE
SDR#9- 20OPSI SERVICE
WITH TRACING WIRE
NOTE 7
6 -INCHES MIN.
SEE f OTE 5
FITTINGS AS REQUIRED
SIDE VIEW
NOT TO SCALE
5
NOTE 8
NOTE 9
NOTE 10
GENERAL NOTES:
1. THE 2 -INCH WATER SERVICE SHALL BE INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO BE MADE
TO AN EXISTING WATER MAIN. ALL OTHER PROPOSED CONNECTIONS SHALL BE MADE BY A NORTH CAROLINA
REGISTERED AND LICENSED CONTRACTOR UNDER THE SUPERVISION OF AUTHORIZED CITY OF CONCORD STAFF.
2 -INCH TAPPING SADDLE: 2 -INCH TAPPING SADDLES SHALL BE BRASS MANUFACTURED BY FORD "S-70",
MUELLER "H--134-20", OR EQUAL. 6 -INCH TO 12 --INCH TAPPING SADDLE SHALL BE DOUBLE STRAP, STAINLESS
STEEL, EPDXY OR NYLON COATED; OR SOLID BRASS MANUFACTURED BY SMITH BLAIR "317" OR ROMAC "202N".
CORPORATION STOPS SHALL BE HIGH PRESSURE RATED AT 150 PSI BRASS COMPRESSION FITTING TYPE WITH
STANDARD THREADS FOR INSERTION INTO THE TAPPING SADDLE AND WITH SERVICE PIPE CONNECTION INCLUDING
COUPLING AND GASKET. CORPORATION STOPS MANUFACTURED BY MUELLER "H-25008" OR A FORD EQUIVALENT.
2. 2 -INCH DIAMETER BRASS PIPE OR WITH CITY APPROVAL HDPE SDR#9 20OPSI RATED WITH TRACING WIRE AND
WITH EITHER "FRIALEN" ELECTROFUSION COUPLING FITTINGS "2"IPS-SDR#9" OR 2"IPSX2"IPS BRASS WITH
PROTECTIVE SLEEVES BY "INDEPENDENT PIPE PRODUCTS" AND 2" BRONZE 90 -DEGREE ELBOWS, AS APPLICABLE.
3. GATE VALVE SHALL BE 2 -INCH EPDXY COATED CAST IRON RESILIENT WEDGE FIP TO FIP CONNECTION
MANUFACTURE AMERICAN FLOW CONTROL MODEL "304SS" OR MUELLER EQUIVALENT.
4, STANDARD VALVE BOX PROTECTION WITH 2'-0" X 2'-0" CONCRETE PROTECTOR RING, CAST IRON N ACCORDANCE
WITH THE WATER & SEWER AUTHORITY OF CABARRUS COUNTY (WSACC) TECHNICAL STANDARDS MANUAL AND
DETAILS
5. 4 TO 6 -INCHES OF WASHED STONE IN METER BOX BASE AND FOOTINGS.
6. 2 -INCH BRASS METER VALVE FLANGE MANUFACTURED BY FORD "BFA13-777W" OR EQUAL.
7. RADIO READ METER ASSEMBLY INSTALLED BY THE CITY OF CONCORD. ALL APPURTENANCES FOR THE INSTALLATION
OF THE WATER METER; THE METER, BRASS GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION
CONNECTION; SHALL BE INSTALLED BY THE CITY OF CONCORD
S. METER BOX SHALL BE MID STATE PLASTICS OR EQUAL BOX MSBCF-1730-18XL AND LID MSCBS-1730-RTR,
METER BOX RIM SHALL BE SET FLUSH WITH FINAL GRADE. METER BOX ASSEMBLY SHALL NOT BE LOCTED WITHIN
A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
9. 12 -INCH BRASS NIPPLE PAST BOX
10. REQUIRED BACKFLOW PREVENTION ASSEMBLY IN ACCORDANCE WITH THE CITY OF CONCORD CROSS -CONNECTION
CONTROL ORDINANCE.
ZONING SETBACK
PROPERTY UNE PRIVATE BACKFLOW
PREVENTION ASSEMBLY
METER LOCATION PER
w APPROVED DRAWINGS
0
v�
� J
j - - PUBLIC WATER MAIN
GENERAL LOCATION REQUIREMENT
N.T.S.
FINAL METER LOCATION TO EE IN COMPLLANCE WITH
THE APPROVED DRAWINGS & CITY OF CONCORD ORDINANCE
UBEV13= azaKulal;A
a gr
WATER METER
STANDARD DETAIL
2 -INCH CCMMERCIAL
WATER SERVICE METER
O
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19
ILL
1. 9 7 07 SVM
m
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No. Dote By
REVISION
Drown By:
SVM
Checked By:
PLK
Approved By:
MSH
Dote
03/06
Sht
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WORK ZONE
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zWIDTH VARIES
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4 BORE PITS 5' (MIN) RECEIVING
SEE PLANS rt PIT
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__,SLOPE
COATED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 'CASING SPIDER'
END WALL END WALL
RESTRAINED PUSH -ON TYPICAL
JOINT DUCTILE IRON
CARRIER PIPE
5' MIN BEYOND TOE
OF SLOPE, OR 5'
MIN. BEYOND E.O.P.
1/2 CU. YD. GRAVEL
FOR DRAINAGE
NCDOT BORE DETAIL
{NIS)
SHOULDER PAVEMENT
A
END WALL
a a
O 6
Lei W
3'-O" MIN 'x'�
5' MIN BEYOND
SHOULDER TOE OF SLOPE
RESTRAINED
PUSH -ON J13INT
END WALL DUCTILE IRON
4
/-CARRIER PIPE
SLOPE
COATED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 'CASING SPIDER'
TYPICAL
PIPE CROSSING UNDER HIGHWAYS
(NTS)
GENERAL LL NOTES:
1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF
STEEL PIPE CASINGS.
2. INSTALL TWO (2) 1 -INCH DRAINS EACH SIDE OF CARRIER
PIPE IN DOWNHILL END WALL
3. ENCASEMENT PIPE IS TO EXTEND OUTSIDE OF
THEORETICAL 1:1 SLOPE FROM EXISTING OR PROPOSED
EDGE OF PAVEMENT AND 5 FEET BEHIND THE CURB
AND/OR 5 FT BEYOND THE TOE OF THE SLOPE.
4. ALL EXCAVATIONS SHALL BE OUTSIDE THE PROJECTED 1:1
THEORETICAL SLOPE FROM EDGE OF PAVEMENT (E.O.P)
LINE OR A MINIMUM OF 5 FEET FROM THE EDGE OF
PAVEMENT TO THE NEAREST EDGE OF TRENCH.
5. ALL TRAFFIC WILL BE EXCLUDED FROM THE 1:1 SLOPE
AREA UNTIL BACKFILL IS COMPLETE.
6. IN ANY EVENT SHOULD THE 1:1 SLOPE AREA BE
UNPROTECTED, ACTIVE SHORING (SHEET PILINGS, SOLDER
PILES AND/OR LAGGING, ETC) SHALL MEET THE APPROVAL
OF NCDOT DIVISION ENGINEER.
7. ACTIVE SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARD 1926 SUBPART "P" OR AS
AMENDED.
8. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE
SHALL EXTEND THROUGH NCDOT ROW AND CASING PIPE
ASSEMBLY.
9. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING
PIPE AND SPIDER REQUIREMENTS.
CASING PIPE
CARRIER PIPI
WEEP HOLES
SEE NOTE 2
;OMMON BRICK MORTAR
1 PART PORTLAND CEMENT
TYPICAL 2 PARTS SAND
END WALL SECTION D = ULA. OF CASING PIPE
(NTS)
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1
WINTER/SPRING
SEEDING MIXTURE RATE (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
SEEDING DATES
Mountains - Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1 - May 1
Piedmont - Jan. 1 - May 15
Coastal Plan - Dec. 1 - Apr 15
D SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/ acre
ground agricultural limestone and 750 Ib/ acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or o mulch anchoring tool. A disc with blades set nearly
straight can be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
SUMMER
SEEDING MIXTURE RATE (Ib/acre)
German Millet 40
In the Piedmont and Mountains, o small - stemmed Sudongross
may be substituted of o rate of 50 Ib/ acre.
SEEDING DATES
Mountains - May 15 - Aug. 15
Piedmont - May 1 - Aug. 15
Coastal Plan - Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/ acre
ground agricultural limestone and 750 lb/ acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting, or o mulch anchoring tool. A disc with blades set nearly
straight can be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
FALL
C SEEDING MIXTURE RATE (Ib/acre)
Rye (Grain) 120
SEEDING DATES
Mountains - Aug. 15 - Dec. 15
Coastal Plan & Piedmont - Aug. 15 - Dec. 30
SOIL AMENDMENTS
Follow soil tests or apply 2,000 Ib/ acre ground agricultural
limestone and 1,000 Ib/ acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disc with blades set nearly
straight can be used as a mulch anchoring tool.
MAINTENANCE
Repair and refertHize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. if it is necessary to extend temporary
cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza in February or early
March.
TEMPORARY SEEDING SPECIFICATION
NO SCALE
SEEDING MIXTURE RATE (Ib/acre)
Tall Fescue 100
Sericea Lespedeza 30
Kobe Lespedeza 10
SEEDING NOTES
In Eastern Piedmont, add 25 Ib/acre Pensacola Bahiagrass or 10
Ib/acre common Bermudagrass. Use common Bermudagrass only
B where is is unlikely to become a pest. After Aug. 15 use
unscorified sericea seed. Where a neat appearance is desired,
omit sericea and substitute 40 Ib/acre Bahiagrass or 15 Ib/acre
Bermudagrass. To extend spring seeding dates into June, add 15
Ib/acre hulled Bermudagrass. However, after mid -Apr. it is
preferable to seed temporary cover.
NURSE PLANTS
Between May 1 and Aug. 15, add 10 Ib/acre German millet or
15 Ib/acre Sudangrass. Prior to May 1 or after Aug. 15 add
40 /b/acre rye (grain).
SEEDING DATES Best Possible
Fall. Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Late Winter: Feb. 15 - Mar. 21 Feb. 1 - Apr. 15
Fall is best for tall fescue and late winter for lespedezas.
Overseeding of Kobe lespedeza over fall -seeded tall fescue is
very effective.
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply
4,000 lb/acre ground agricultural limestone and 1,000 Ib/acre
10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre grain straw or equivalent cover of another
suitable mulch. Anchor straw by tacking with asphalt, netting,
or roving or by crimping with a mulch anchoring tool. A disc
with blades set nearly straight can by used as a mulch
anchoring tool. Netting is the preferred anchoring method on
steep slopes.
MAINTENANCE
Refertilize in the second year unless growth is fully adequate.
May be mowed once or twice a year, but mowing is not necessary.
Reseed, fertilize, and mulch damaged areas immediately.
Reference: Table 6.11k from NC Erosion and Sediment Control
Planning and Design Manual, 1988.
A PERMANENT SEEDING SPECIFICATION
NO SCALE
I
aL
SEEDING MIXTURE RATE (Ib/acre)
Species 200 (4-5/1,000ft2)
Tall Fescue
NURSE PLANTS
Between May 1 and Aug. 15, add 10 /b/acre Sudangrass or
10 lb/acre German millet. Prior to May 1 or after Aug. 15 add
40 Ib/acre rye (grain).
SEEDING DATES
Best: August 25 - October
Possible: February - April 15
Avoid seeding from Nov. to Jan. If seeding must be done at this
time, add 401b/acre rye grain and use a channel lining that offers
maximum protection.
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply
4,000 Ib/acre ground agricultural limestone and 1,000 Ib/acre
10-10-10 fertilizer. Operate tillage equipment across the waterway.
MULCH
Use jute, excelsior matting, or other effective channel lining
material to cover the bottom of channels and ditches, and staple
securely. The lining should extend above the highest calculated depth
of flow. On channel side slopes above this height, and in drainages
not requiring temporary linings, apply 4,000 Ib/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash
down slopes where they can clog drainage devices.
MAINTENANCE
Inspect and repair mulch frequently. Refertilize in late winter of
the following year; use soil tests or apply 150 lb/acre 10-10-10.
Mow regularly to a height of 2-4 inches.
Refer to Appendix 8.02 for botanical names.
GRASS LINED DITCH SPECIFICATIONS
NO SCALE
STONE
NE
PIPE
NOTES:
1. STRUCTURAL STONE SHALL BE CLASS A STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
Natural Ground
24" PIPE MAX.
SECTION B -B
GENERAL NOTES:
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 WIDTH 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 DIVERSION.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 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 NOTES:
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICATION (1/2 OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMLATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY.
-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
3. AFTER ALL THE SEDIMENT
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER
(SURFACE STABILIZATION).
ROCK PILE INLET PROTECTION DETAIL
NO SCALE
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
NC DEQ SOIL STABILIZATION TIMEFRAMES
NO SCALE
t
3
WOb
VARIABLE AS DIRECTED BY THE ENGINEER
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
IS USED ADJACENT TO A CHANNEL, CREEK OR POND.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WHEN FABRIC IS USED WITH WIRE MESH 8' CENTERED POSTS MAY BE USE.
GENERAL NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH
APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
19-GUAGE HARDWARE CLOTH
SILT
SILT FENCE DETAIL
NO SCALE
4
STEEL POST
� FILTER FABRIC
of
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ANCHOR SKIRT
8" MINIMUM
STANDARD SILT FENCE
ruai
O
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w
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ESH OPENINGS)
z#5
OR #57 STONE,
tW19-GUAGE
16" MIN. HEIGHT
O
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CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE BASIN
2. DRIVE 5' STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY ALONG THE LENGTH OF THE BASIN, A MAX. OF 4' APART.
3. ATTACH WIRE MESH HARDWARE CLOTH TO POSTS, SECURING AT THE TOP,
MIDDLE, AND BOTTOM. PLACEING A 2' FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE NTH A HEIGHT OF
16" ALONG THE UPSTREAM SIDE OF THE WIRE AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE NOTES:
1. INSPECT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (.5 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
STONE OUTLET DETAIL
NO SCALE
Slope surface shall be smooth before
placement for proper soil contact.
Stapling pattern as Mi"' 2"
per manufacturers ovaria
recommendations.
Do not stretch blankets/matting tight -allow
the rolls to conform to any irregularities.
For slopes less than 3H:IV, rolls
may be placed in horizontal strips.
if there is a berm at the top of
slope, anchor upslope of the berm.
•i .
�- - Anchor in 6"x6" min. Trench
` f and staple at 12" intervals.
Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Bring material down to a level area,
turn the end under 4" and staple at 12"
intervals.
Lime, fertilize, and seed before installation. Planting
of shrubs, trees, etc. should -occur of ter installation.
Rev. 6106 6.17.11
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
TEMPORARY SLOPE MATTING DETAIL
NO SCALE
3 4
SPILI
RIP R
A
2'-0" MIN.
ri�i�R rr�orciu
SECTION B -B
5
FLOW
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# 5 WASHED STONE
FLOW
PLAN
B
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
SECTION A -A
L = DISTANCE SO THAT ELEVATION OF
DOWNSTREAM DAM SPILLWAY IS EQUAL
TO ELEVATION OF UPSTREAM TOE OF
DAM.
L _
A
Ll' MIN. BELOW LOWEST
BANK LEVEL (MIN)
RIPRAP
FILTER FABRIC
NOTES
1. PLACE STONE ON FILTER FABRIC TO LINES AND GRADES SHOWN ON PLANS.
2. KEEP CENTER SECTION 1' MIN. BELOW NATURAL GROUND LEVEL AT CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5' BEYOND DITCH BANKS.
4. USE 2 TO 15" STONE, CLASS A OR B EROSION CONTROL STONE.
5. KEY THE STONE INTO THE DITCH BANKS A MINIMUM OF 18" TO AVOID WASHOUTS
FROM OVERFLOWS.
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN
DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
PORTION OF THE CHANNEL.
3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS- SECTION.
STONE CHECK DAM
NO SCALE
PUBLIC STREET
EXISTING
GROUND
SOIL STABILIZATION FABRIC
UNDER COARSE AGGREGATE
��:♦P ,�♦ �iP r1 i.�r� tr �i� t�: 1,:
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NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" SIZE COARSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER
OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5, WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
5
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