SW3190704_Plan_(Set)_20191011

CONTACTS:
OWNER:
ROY L MCRORIE & MARIE PAGE MCRORIE
1777 HAHN RD
MT. PLEASANT, NC 28124
DEVELOPER:
EARL COULSTON
COULSTON ENTERPRISES INC.
8332 REGENT PARKWAY
FORT MILL, SC 29715
[phone]
[e-mail]
CIVIL ENGINEER:
BARRY M. FAY, PE
AMERICAN ENGINEERING ASSOCIATES - SOUTHEAST, PA
8008 CORPORATE CENTER DRIVE
SUITE 110
CHARLOTTE, NC 28226
[phone]
[e-mail]
SKYLAND DRIVE T07WNIIOMES
COULSTON ENTERPRISES INC.
S. SKYLAND DRIVE
MT,, PLEASANT, NC 28124
�R/W�
- - — R/W - - R/W - - R/W - - R/W - - R/W -
NOW OR FORMERLY
JOHNNIE F SULLIVAN
DB 7447, PG 58
PIN: 5660-94-0591
TRACT 1 AND PART OF TRACT 2 I
MB 35, PG 33
3
4
5
6
7
8
9
10
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—
R /\A/
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— —
S. SKYLAND DRIVE (S.R. 2657) R/W R/W R/W
_ (60' PUBLIC R/W - MAINTAINED)
R/W _ _ R/W _ _ R/W _ _ R/VV_ _-
W — — R/W — — R/W
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MT. PLEASANT, NC 28124
ZONED "RL" NOW OR FORMERLY
SUGAR TREE DRIVE JERRY R TUCKER &
ROSE P TUCKER
(PROP. 50' PUBLIC R/W) DB 12430, PG 49
I PIN:5660-95-6392
TRACT 1
MB 72, PG 107
R/W — ` \�� — — R/W — — R/W — — R/W — — R/W ` 3435 HIGHWAY 73 E
CONCORD, NC 28025
�\ I ZONED "RH"
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NOW OR FORMERLY
GEORGE A SHOE &
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DB 545, PG. 330
I I I PIN:5660-95-7144
J LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
� \ I ZONED "RH"
/ _ _ _ R/W R/W — — R/W — — R/W
R/W _ _ R/W _ _ R/W — — T R/W R/W
ABBOTT S�f ET
(4V-PUBLIC R/W)
(PB 8/63, DB 350/510)
R/W R/W R/W — R/W — R/W R/W R/W R/W
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
INDEX OF DRAWINGS
No. DRAWING REV. DATE
C1.0
COVER SHEET
10/07/19
C2.0
EXISTING CONDITIONS AND DEMOLITION PLAN
07/30/19
C3.0
SITE PLAN
10/07/19
C3.1
SIGHT DISTANCE PLAN AND PROFILE
06/30/19
C3.2
DRIVEWAY TURNING MOVEMENTS
06/20/19
C4.0
GRADING PLAN
10/07/19
C4.1
DRAINAGE AREA MAP
10/07/19
C5.0
STORM DRAIN PROFILES SYSTEMS A, B & C
10/07/19
C5.1
BMP PLAN
10/07/19
C5.2
BMP DETAILS
--/--/--
C6.0
PLAN AND PROFILE
07/30/19
C7.0
EROSION CONTROL PLAN PHASE 1
10/07/19
C7.1
EROSION CONTROL PLAN PHASE 2
10/07/19
C7.2
EROSION CONTROL PLAN PHASE 3
10/07/19
C7.3
EROSION CONTROL DETAILS
--/--/--
C7.4
EROSION CONTROL DETAILS
--/--/--
C8.0
UTILITY PLAN
10/07/19
C8.1
SANITARY SEWER PLAN AND PROFILE
08/21/19
C8.2
UTILITY DETAILS
08/21/19
C8.3
UTILITY DETAILS
08/21/19
C8.4
PUMP STATION DETAILS
08/21/19
C9.0
LANDSCAPE PLAN
06/20/19
C9.1
LANDSCAPE NOTES AND DETAILS
06/20/19
C10.0
SITE DETAILS
07/15/19
C10.1
SITE DETAILS
06/20/19
NOTE:
1.) THE WATER DISTRIBUTION SYSTEM AND THE SEWER COLLECTION
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF MT.
PLEASANT AND THE WATER AND SEWER AUTHORITY OF CABARRUS
COUNTY (WSACC) STANDARD SPECIFICATION FOR WATER DISTRIBUTION
AND SANITARY SEWER COLLECTION SYSTEMS, LATEST EDITIONS.
2.) CONTRACTOR TO MAINTAIN RECORD DRAWINGS
OF ALL CHANGES THROUGHOUT CONSTRUCTION.
AFTER PROJECT COMPLETION THESE DRAWINGS SHALL ***_
BE TURNED OVER TO THE OWNER'S REPRESENTATIVE.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
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DRAWN BY: BHE
DATE: 10-07-2019
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LEGEND
\R/ OPEN CUT
REPAIR PAVEMENT AFTER
R/W INSTALLATION OF WATER LINE
- - _ DEBAR -R/W-- R/W- R/W-
R/W
-_(FOUND)
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SET IRON PIN
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EXISTING IRON PIN
CP 0
CALCULATED POINT
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GAS VALVE
wv `P
WATER VALVE
MB o
MAIL BOX
wM�
WATER METER
®
WELL
FF/
FIRE HYDRANT
Y
SSMH O
SANITARY SEWER MANHOLE
- -
BOUNDARY LINE
TIE LINE
- R/W -
- RIGHT OF WAY
ADJOINING LINE (NOT SURVEYED)
-x x x
x - FENCE
STORM DRAIN PIPE
SDMHA
STORM DRAIN MANHOLE
LOCATED DECIDUOUS TREE
LOCATED EVERGREEN TREE
LP
LIGHT POLE
PP
POWER POLE
BFP o
BACK FLOW PREVENTOR
GW--�
GUY WIRE
CB I
CATCH BASIN
DI ❑
DROP INLET
YI ❑
YARD INLET
- of of of -OE-
OVERHEAD ELECTRIC
ss ss
SANITARY SEWER PIPE
-USE -USE -USE
UNDERGROUND ELECTRIC
G G
UNDERGROUND GAS
- UT UT UT -UT-
UNDERGROUND TELECOMMUNICATIONS
--w--w--w--w-
UNDERGROUND WATER
NV 666.2 -
(PARTIALLY / DEBAR BUS
BURIED) D� (FOUND) SHELTER OPEN CUT
R/W R/W� -
_ R/W - - R/w _ R w REPAIR PAVEMENT AFTER
- R/W _ MONUMENT
- - R/W - _ (FOUND) INSTALLATION OF WATER LINE
OE -OE -OE -OE- -OE OE O-OEOEO\-OE PZ:w,--OE-_OE--OE-_OE--OE-_ INV:R/W72 - - �_ n„1,4W:68.2
. SKYLAND DRIVE (S. R. 2657 - _ _ _ _ OE - _ OE - _ OE - _ OE
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p o NV: 670.E
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= �7E -�E EDGE OF PAVEMENT
BENCHMARK OE - w W 777
NAIL IN PP PIPE X X X �X X X X X� X ATE -�� - OE - E - OE Qom- 0� ��- ��"�� QV: 669.82
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\EXISTING UTILITY POLE \ \ R/W - \_0--EXI TING FFNCE TO B OVED \ EXISTING STORM PIPE TO REMOVED TO BE RELOCAXED \ \ R/ sIG�-
BORE LOCATION
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997. SKYLAND DR. 'D / / / \ 1 1 N
MT. PLEASANT, NC 28124 k x l
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PIN: 5 \ \\ I I 1 660-95-6392
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D9 43'0/ 7 MB 72, PG 107
P� 7/ / / / I I I I I I 3435 HIGHWAY 73 E
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EXISTING CONDITION NOTES
1. THIS MAP IS NOT INTENDED TO BE A BOUNDARY SURVEY.
2. THIS PROPERTY IS ZONED RL & RH (SETBACKS & ZONING MATTERS ARE SUBJECT TO INTERPRETATION BY
LOCAL MUNICIPALITIES)
3. SUBJECT DEED REFERENCE: DB 12430/PG 47.
4. SUBJECT TAX PARCELS: 56609540830000.
5. PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS, EASEMENTS, RIGHTS -OF -WAY,
UTILITIES AND COVENANTS WHICH MAY BE OF RECORD.
6. EXISTING CONTOUR INTERVAL: 1 FOOT.
7. THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP (FIRM) NO. 3710566000K,
WITH A DATE OF IDENTIFICATION OF 11/16/2018.
8. BOUNDARY INFORMATION TAKEN FROM MAP ENTITLED "A BOUNDARY AND PARTIAL TOPOGRAPHIC
SURVEY SHOWING PROPERTY ON S SKYLAND DRIVE" PREPARED BY CAROLINA SURVEYORS, INC.
TOTAL AREA: 4.335 ACRES TOWN OF MT PLEASANT, CABARRUS COUNTY, NORTH CAROLINA.
DEMOLITION NOTES
1. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY.
2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING
WORK. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOTION WORK. ANY
OFF SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING
CONDITION.
3. BUILDINGS AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE
CONTRACTOR UNTIL HE HAS BEEN FURNISHED WITH A NOTICE OF POSSESSION AND APPROVAL TO PROCEED
BY THE DEVELOPER. FOUNDATIONS, FLOORS, FLOOR SLABS AND BASEMENTS SHALL BE REMOVED TO A
MINIMUM OF ONE FOOT BELOW GRADE OF THE SURROUNDING AREA OR TO A•DEPTH REQUIRED TO
ACCOMMODATE PROPOSED STRUCTURES AND UTILITIES.
4. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE LEGALLY DISPOSED OF OFFSITE. ALL
DEBRIS SHALL BE HAULED OFFSITE TO A DISPOSAL AREA APPROVED BY THE STATE OF NORTH CAROLINA FOR
THE HAULING OF DEMOLITION DEBRIS.
5. TANKS SHALL BE COMPLETELY REMOVED AND BASEMENTS SHALL BE CLEARED OF ALL DEBRIS APPLIANCES,
WOOD OR METAL PARTITIONS, WOOD FLOORS, ETC., SO THAT ONLY MASONRY WALLS AND CONCRETE
BASEMENT FLOORS REMAIN. ALL FLOOR SLABS AND MASONRY WALLS TO REMAIN SHALL BE BROKEN UP AND
USED AS FILL AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALL
REGULATIONS APPLICABLE TO THE REMOVAL AND DISPOSAL OF UNDERGROUND TANKS.
6. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE
PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY PIEDMONT NATURAL GAS, CHARLOTTE
MECKLENBURG UTILITIES AND DUKE POWER WHEN WATER, GAS, AND ELECTRIC METERS ARE READY FOR
REMOVAL AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH THE CITY OF
CONCORD REQUIREMENTS.
7. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES
OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE
CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL
COST. THE OWNER AND ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF DAMAGE TO ANY EXISTING
STRUCTURE.
8. CONSTRUCTION ENTRANCE AND SILT FENCE PER THE APPROVED EROSION CONTROL PLANS SHALL BE IN PLACE
PRIOR TO DEMOLITION OPERATIONS.
9. NECESSARY BARRICADES, SUFFICIENT LIGHT, SIGNS, AND OTHER TRAFFIC CONTROL METHODS AS MAY BE
NECESSARY FOR THE PROTECTION•AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED
THROUGHOUT THE LIFE OF THE PROJECT.
10. ALL ON -SITE WELLS SHALL BE PERMANENTLY ABANDONED IN ACCORDANCE WITH LOCAL AND NORTH
CAROLINA REGULATIONS BY THE CONTRACTOR.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
1 6/7/19 REV PER TOWN
COMMENTS
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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(NAVD88) 0.59' 15' BUFFER TRACT-- � 24" STO _ _ _ _
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L 23.09, 0.09 AC 30' X 25' SIGHT TRIANGLE (TYP.) OF / OPEN SPACE R/W
L=22.10' L=22..60' 32.00' 32.00' 22.00' 22.00' 22.00' 35.91' 0.05AC I R/
W 35.39' 22.03' 22.03'
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oc 5' REAR SETBACK 34.36'
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ZONED "RL" / RRR/W - a I w
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2
3
4
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2,531 SF
2,496 SF
2,486 SF
3,616 SF
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6
7
8
9
10
3,616 SF
2,486 SF
2,486 SF
2,486 SF
4,225 SF
PROP. R-1
STOP SIGN
25' X 25'
SIGHT
TRIANGLE
(TYP.)
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STREET NAME
SIGN
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x PROP. ADA RAMP (TYP.) FIRE HYDRANT y
N36.29' 21"E CROSS WALK _ 0-N36° 29' 21"E SUGAR TREE DRIVE N36° 29' 21"E z'-0" VALLEY GUTTER _ N36° 29' 21"E N ROSE P TUCKER
/co 99.71' c a 215.00' PROP. 50' PUBLIC R/W) 107.00' 77.44' D812430, PG49
O N ' 25' 25' 25' ( / ) PIN:5660-95-6392
M R28' �, I►1►j�i ]---CROSS WALK °� TRACT 1
MB 72, PG 107
/ R28' R28 3435 HIGHWAY73 E
/\
d, I CONCORD, NC 28025
R25' °
°� R/W - - R/ - R/W - - - R/W R28' R25' i ZONED "RH„
O �T NO PARKING ` NO PARKING a ° PROP, ADA 5p`� ,per W NO PARKING x
d SIGN (TYP.) W 1p, SIGN (TYP.) RAMP (TYP.) h i SIGN (TYP.) I
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204OP I
/ f HEAD TURN AROUND PER SECTION AREA RESERVED FOR I
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. �
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i
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x x � x
x x f' TipE A_BUFFERYARO = x - x
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NOW OR FORMERLY
I I I oo I 00 GEORGE A SHOE &
m BMP EASEMENT FREDA E. SHOE
`~ DB 545, PG. 330
x ( x O
x / I W PIN:5660-95-7144
EXISTING POND I LOTS35-40
x \ + OPEN SPACE x i j MB 8, PG 63
1.44 AC ) I I 00 1010 ABBOTT ST.
/ ZD MT. PLEASANT, NC 28124
x + x 1 �t ZONED "RH"
x \X -X _X X �x / x
x _ �.__ x . �__ ... . / x
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4�,9 R/W R/W •,/ �X + /X" X X 'X X' X X X X X X X X PP OE - - OE -
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\
R/W R/W R/W R/W - - R/VW R/W - R/W R/W - - R/V& - - R/W -
- -�} - - � )
GENERAL SITE NOTES: = S
W
1. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949.
IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION.
NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48
HOURS IN ADVANCE.
2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN
THESE AREAS.
3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION
CONTROL MEASURES AS INDICATED ON THE PLANS. THESE MEASURES
SHALL BE INSPECTED AND EVALUATED DURING CONSTRUCTION OPERATION
FOR THEIR EFFECTIVENESS IN PREVENTING EROSION MATERIAL AND
SEDIMENT FROM DISCHARGING FROM THE WORK AREA. IF REQUIRED, AND
AS DIRECTED BY THE TOWN INSPECTOR, ADDITIONAL TEMPORARY EROSION
CONTROL MEASURES SHALL BE INSTITUTED AND INSTALLED.
4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
LATEST EDITION OF THE TOWN'S LAND DEVELOPMENT STANDARDS.
5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS
THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED
AND REPLACED BY A LICENSED LAND SURVEYOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT
WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY, AND
ADJOINING PROPERTY PROTECTED FROM DAMAGE.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET
SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE
CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9. DEVELOPER WILL PROVIDE STREET SIGNS PER TOWN AND NCDOT
STANDARDS.
10. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE PAINTED REFLECTIVE
WHITE, TWO COATS.
11. ALL PAVING SHALL CONFORM WITH PAVING DETAIL ON SHEET C10.0.
12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
ALLOWED WITHOUT APPROVAL BY THE OWNER.
13. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO
RECORD THE EXACT LOCATION OF ALL PIPING AND PIPE INVERT ELEVATIONS
PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER
UPON COMPLETION OF THE PROJECT.
14. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR
ESTIMATION PURPOSES ONLY.
15. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR WILL NOTIFY
THE SITE INSPECTOR WITH THE TOWN OF MOUNT PLEASANT AND
PROPERTY MANAGEMENT DEPARTMENT.
16. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO
ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.
17. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR.
18. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
19. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE
OF THE CURB.
20. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
21. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION.
22. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
23. THE DEVELOPER SHALL CONTACT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION TO IDENTIFY ANY CONFLICTS WITH TRAFFIC
SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO
COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL
RELATED RELOCATION COST AND/OR ANY COST CAUSED BY THE
CONTRACTOR/DEVELOPER.
24. AREAS OF SEVERE ASPHALT DISREPAIR WILL BE REMOVED TO TOP OF
SUBBASE AND PATCHED PRIOR TO OVERLAY.
25. THERE WILL BE NO DEMOLITION LANDFILL ON SITE.
26. FIRE HYDRANTS SHALL BE PAINTED YELLOW AND SHALL BE PROVIDED WITH
A 5' STORTZ CAP ON THE STEAMER CONNECTION.
27. FIRE SERVICE ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION AND
MUST BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF 75,000-POUND
TRUCK.
28. NEW WATER SUPPLY INCLUDING FIRE HYDRANTS MUST BE OPERATIONAL
AND FLOW TESTED PRIOR TO VERTICAL CONSTRUCTION AND STAGED
COMBUSTIBLE STORAGE ON SITE.
29. INSTALL TEMPORARY ROAD SIGNS AT EACH STREET INTERSECTION WHEN
CONSTRUCTION BEGINS AND TEMPORARY ADDRESS SIGNAGE ON EACH
BUILDING UNDER CONSTRUCTION.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch = 30 ft.
HWyi
W. Franklin Street
LOCATION MAP
NOT TO SCALE
LEGEND
° °
PROPOSED CONCRETE AREAS
PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
-R/W
RIGHT OF WAY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
-PCCE--PCCE
POST CONSTR. ACCESS EASEMENT
ss
ss
EX. GRAVITY SEWER
UT
UT UT
EX. UNDERGROUND TELEPHONE LINE
G
G
EX. GAS LINE
UGE
UGE
EX. UNDERGROUND ELECTRIC LINES
of
of of
EX. OVERHEAD ELECTRIC
www
EX. WATER LINE
DEVELOPMENT DATA
ZONING:
CZ-RH
PIN#:
5660-95-4083
DEED BOOK/PAGE:
12430/47
MAP BOOK/PAGE:
72/107
SITE ADDRESS:
991 SKYLAND DRIVE
MT. PLEASANT, NC 28124
TOTAL SITE AREA:
4.335 AC
PROPOSED USE:
ATTACHED SINGLE FAMILY (TOWNHOMES)
MAX ALLOWABLE LOTS:
16 UNITS
PROPOSED LOTS:
16
PROPOSED DENSITY:
3.7 UNITS/AC
PROPOSED TOTAL AREA IN LOTS:
1.104 AC
REQUIRED OPEN SPACE:
0.65 AC
PROPOSED COMMON OPEN SPACE
BMP EASEMENT:
0.389 AC
FUTURE PARKING AREA:
0.115 AC
NATURE PRESERVE OPEN SPACE:
1.578 AC (36.4%)
PROPOSED AREA IN R/W:
S SKYLAND DRIVE DEDICATION:
0.315 AC
PLATINUM DRIVE:
0.156 AC
SUGAR TREE DRIVE:
0.677 AC
LINEAR FEET OF PUBLIC STREETS:
PLATINUM DRIVE:
153LF
SUGAR TREE DRIVE:
442 LF
PRIVATE DRIVE A
75 LF
PRIVATE DRIVE B
75 LF
SETBACKS:
FRONT SETBACK:
20 FT
SIDE SETBACK:
7 FT
ATTACHED INTERIOR SETBACK:
0 FT
STREET SIDE SETBACK:
15 FT
REAR SETBACK:
5 FT
PARKING REQUIREMENTS:
MIN. PARKING REQUIRED: 1.5 SPACES/UNIT
MIN. REQUIRED SPACES: 24 SPACES
PARKING PROVIDED: 2 SPACES PER UNIT (32 SPACES)
IMPERVIOUS AREAS:
ROAD PAVEMENT & CURB:
21,116 SF
MAIL KIOSK:
199 SF
SIDEWALKS:
4,001 SF
DRIVEWAYS:
4,464 SF
BUILDINGS:
21,120 SF
FUTURE PARKING AREA:
4,988 SF
EXISTING POND:
7,476 SF
TOTAL IMPERVIOUS AREA:
63,839 SF
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http:Hnc811.org/remoteticketentry.htm
2
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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DATE: 10-07-2019
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THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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SHEET:
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R/W
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KYLAND DRIVE (S.R. 2 PP
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11 12 13 14 15 16
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P R/W —
KYLAND DRIVE (S.R. 2pp
--------------------------
- — (60' PUBLIC R/W -,MAINTAINED)kD
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GRAPHIC SCALE
40 0 20 40 80
( IN FEET)
1 inch = 40 ft.
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http://nc8ll.org/remoteticketentry.htm
• 0/
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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SHEET:
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1 2 3 �4 6 7 8 9 �0 z L
x I o DEL -
NOW OR FORMERLY
JOHNNIE F SULLIVAN x l
DB 7447, PG 58 I
PIN: 5660-94-0591
TRACT 1 AND PART OF TRACT 2 x �\
MB 35, PG 33 I
997. SKYLAND DR. C
MT. PLEASANT, NC 28124 x
ZONED "RL"
x
I
x
x
R/W
I
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x
x
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ASEMENT
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STR. DATA
PIPE DATA
STR.
UP
STR.
TYPE
RIM
ELEV.
STR.
UP
STR.
DOWN
LENGTH
FT
INV
UP
INV
DOWN
SLOPE
%
DIA.
IN
TYPE
Al
CB
676.96
Al
A2
74
671.99
671.25
1.00%
15
RCP
A2
CB
676.14
A2
A3
26
671.25
670.98
1.00%
15
RCP
A3
CB
676.14
A3
A4
52
669.25
668.99
0.50%
15
RCP
A4
CB
674.24
A4
A5
26
668.99
668.86
0.50%
15
RCP
A5
CB
674.15
A5
A7
52
667.83
667.56
0.50%
18
RCP
A6
CB
675.16
A6
A7
31
671.28
670.97
1.00%
15
RCP
A7
CB
675.21
A7
A8
114
667.56
666.99
0.50%
18
RCP
A8
CB
677.74
A8
A9
26
666.99
666.86
0.50%
18
RCP
A9
CB
677.74
A9
A10
70
666.86
666.51
0.50%
18
RCP
A10
CB
677.58
A10
All
37
666.51
666.32
0.50%
18
RCP
All
JB
678.59
All
Al2
42
666.32
666.09
0.56%
18
RCP
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HW
A13
A14
52
671.07
668.47
5.00%
18
RCP
A13
FES
672.86
A14
A15
33
668.43
668.27
0.50%
18
RCP
A14
CB
671.89
A15
A5
89
668.27
667.83
0.50%
18
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A15
CB
671.89
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A8
103
670.67
669.50
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15
RCP
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679.09
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679.74
681.08
681.74
682.41
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577.33
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(40'PUBLIC R/W)
STR. DATA PIPE DATA
STR. STR. RIM STR. STR. LENGTH INV INV SLOPE DIA. TYPE
UP TYPE ELEV. UP DOWN FT UP DOWN % IN
B1 FES B1 B2 13 669.66 669.02 5.00% 18 RCP
B2 JB 672.82 B2 B3 7 668.06 667.80 4.00% 18 RCP
B3 EX -CON 669.61 B3 B4 40 667.80 666.20 4.00% 18 EX -RCP
B4 EX -END
STR. DATA PIPE DATA
STR. STR. RIM STR. STR. LENGTH INV INV SLOPE DIA. TYPE
UP TYPE ELEV. UP DOWN FT UP DOWN % IN
C1 CS 668.00 Cl C2 92 662.47 662.00 0.51% 24 RCP
C2 FES
5
x x
111�
INOW OR FORMERLY
I GEORGE A SHOE &
FREDA E. SHOE
J DB 545, PG. 330
I PIN:5660-95-7144
LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
(PB 8/63, DB 350/510) > ��
W R/W
ABBREVIATIONS
CB = CATCH BASIN PER NCDOT STD. DRAWING NO. 840.02.
DI = DROP INLET PER NCDOT STD. DRAWING NO. 840.14.
YD = ADS NYOPLAST INLINE DRAIN WITH 12' X 12' CAST IRON GRATE
JB = JUNCTION BOX PER NCDOT STD DRAWING NO. 840.31 OR 840.32
VG = VALLEY GUTTER FRAME & GRATE SEE DETAIL SHEET C9.2
FES = FLARED END SECTION PER CLDSM 20.22
CO = TRAFFIC RATED CLEANOUT
CS = CONTROL STRUCTURE SEE DETAIL ON SHEET C5.1
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL.
HW = CONCRETE HEADWALL PER CLDSM 20.17A & 20.17B
RIM ELEVATION REFERS TO THE GUTTER
FLOW LINE AT CATCH BASIN INLETS.
RIM ELEVATION REFERS TO THE INVERT OF THE
THROAT OPENING ON OPEN THROAT CATCH BASINS.
CB RIM ELEV.
(EDGE OF PAVEMENT)
® FLOW
UPSTREAM INVERT
DOWNSTREAM INVERT
i
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GARAGE
NOW OR FORMERLY
TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY73 E
CONCORD, NC 28025
ZONED "RH"
OE - - oR/W- E - OE - �E - �R�-� C�NCRETPF -OEpp -
DRIVE
1 Il
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R/ i
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RIM: 690.77
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off
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INV: 685,13
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
STR. DATA PIPE DATA
STR. STR. RIM STR. STR. LENGTH INV INV SLOPE DIA. TYPE
UP TYPE ELEV. UP DOWN FT UP DOWN % IN
C1 CS 668.00 Cl C2 92 662.47 662.00 0.51% 24 RCP
C2 FES
5
x x
111�
INOW OR FORMERLY
I GEORGE A SHOE &
FREDA E. SHOE
J DB 545, PG. 330
I PIN:5660-95-7144
LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
(PB 8/63, DB 350/510) > ��
W R/W
ABBREVIATIONS
CB = CATCH BASIN PER NCDOT STD. DRAWING NO. 840.02.
DI = DROP INLET PER NCDOT STD. DRAWING NO. 840.14.
YD = ADS NYOPLAST INLINE DRAIN WITH 12' X 12' CAST IRON GRATE
JB = JUNCTION BOX PER NCDOT STD DRAWING NO. 840.31 OR 840.32
VG = VALLEY GUTTER FRAME & GRATE SEE DETAIL SHEET C9.2
FES = FLARED END SECTION PER CLDSM 20.22
CO = TRAFFIC RATED CLEANOUT
CS = CONTROL STRUCTURE SEE DETAIL ON SHEET C5.1
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL.
HW = CONCRETE HEADWALL PER CLDSM 20.17A & 20.17B
RIM ELEVATION REFERS TO THE GUTTER
FLOW LINE AT CATCH BASIN INLETS.
RIM ELEVATION REFERS TO THE INVERT OF THE
THROAT OPENING ON OPEN THROAT CATCH BASINS.
CB RIM ELEV.
(EDGE OF PAVEMENT)
® FLOW
UPSTREAM INVERT
DOWNSTREAM INVERT
i
I II
GARAGE
NOW OR FORMERLY
TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY73 E
CONCORD, NC 28025
ZONED "RH"
OE - - oR/W- E - OE - �E - �R�-� C�NCRETPF -OEpp -
DRIVE
1 Il
1 -w -w-
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RIM: 690.77
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N,
off
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
5
x x
111�
INOW OR FORMERLY
I GEORGE A SHOE &
FREDA E. SHOE
J DB 545, PG. 330
I PIN:5660-95-7144
LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
(PB 8/63, DB 350/510) > ��
W R/W
ABBREVIATIONS
CB = CATCH BASIN PER NCDOT STD. DRAWING NO. 840.02.
DI = DROP INLET PER NCDOT STD. DRAWING NO. 840.14.
YD = ADS NYOPLAST INLINE DRAIN WITH 12' X 12' CAST IRON GRATE
JB = JUNCTION BOX PER NCDOT STD DRAWING NO. 840.31 OR 840.32
VG = VALLEY GUTTER FRAME & GRATE SEE DETAIL SHEET C9.2
FES = FLARED END SECTION PER CLDSM 20.22
CO = TRAFFIC RATED CLEANOUT
CS = CONTROL STRUCTURE SEE DETAIL ON SHEET C5.1
RCP = REINFORCED CONCRETE PIPE (CLASS III UNLESS OTHERWISE NOTED)
HDPE = HIGH DENSITY POLYETHYLENE PIPE. ADS N-12 OR EQUAL.
HW = CONCRETE HEADWALL PER CLDSM 20.17A & 20.17B
RIM ELEVATION REFERS TO THE GUTTER
FLOW LINE AT CATCH BASIN INLETS.
RIM ELEVATION REFERS TO THE INVERT OF THE
THROAT OPENING ON OPEN THROAT CATCH BASINS.
CB RIM ELEV.
(EDGE OF PAVEMENT)
® FLOW
UPSTREAM INVERT
DOWNSTREAM INVERT
i
I II
GARAGE
NOW OR FORMERLY
TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: 5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY73 E
CONCORD, NC 28025
ZONED "RH"
OE - - oR/W- E - OE - �E - �R�-� C�NCRETPF -OEpp -
DRIVE
1 Il
1 -w -w-
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RIM: 690.77
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Q- (HEAD OF LINE)
N,
off
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
a
PROPOSED CONCRETE AREAS
°
PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
RIP RAP
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
-R/W
RIGHT OF WAY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
- PCCE
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ss
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www
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, . , .
PLEASANT, SSKYLAND DRIVEMTNC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
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LEGEND
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PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
RIP RAP
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
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EX. WATER LINE
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
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PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
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TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
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REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
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TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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1. ALL SAND FILTERS SHALL HAVE A MINIMUM
20 FOOT ACCESS EASEMENT CONNECTING
TO A DEDICATED PUBLIC RIGHT OF WAY.
ACCESS ROAD SHALL HAVE MIN. 12'
STABILIZED WIDTH, MAX. LONG. GRADE OF
15%, MAX. CROSS -SLOPE 5%. IN ADDITION,
A 10-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT MUST
BE PROVIDED AROUND THE PERIMETER OF
ALL BMPS TO ALLOW FOR ADEQUATE
MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF SAND.
3. CLEAN OUTS IN THE UNDERDRAIN SYSTEM
ARE TO BE PROVIDED EVERY 50' MINIMUM.
CLEAN OUTS SHALL HAVE WATER TIGHT,
VANDAL PROOF CAPS AND EXTEND 6"
ABOVE THE SURFACE.
4. DEMONSTRATION OF APPROPRIATE
SAFETY FACTORS AGAINST FAILURE
THROUGH GEOTECHNICAL ANALYSIS BY A
LICENSED PROFESSIONAL ENGINEER
SHALL BE REQUIRED FOR EMBANKMENT
SLOPES STEEPER THAN 3:1.
5. WATER -TIGHT SEAL MUST BE PROVIDED
BETWEEN ALL RISER AND PIPE JOINT
CONNECTIONS.
PLAN VIEW
SEE INSET
PERFORATED FOR OPTION
STANDPIPE
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SAND
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UNDERDRAIN
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THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED.
USE WASHED BERMUDA SOD, OR A FILTER
FABRIC WITH A LAYER OF WASHED #2
STONE ON TOP.
NOTES:
OVERFLOW
SPILLWAY 1. "CONCRETE" SAND REFERS TO SAND THAT IS
AS NEEDED COMMONLY USED IN CONCRETE MIXES.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO BE STABILIZED PRIOR TO
INSTALLATION OF SAND.
-111-1 3. UNDERDRAIN PIPES SHOULD BE MIN. 6"
11=III= PERFORATED SCHEDULE 40 PVC (PER AASHTO
M278) OR DOUBLE WALL HDPE (PER AASHTO
/ M252). PERFORATIONS SHOULD BE 3/" SPACED
3" ON CENTER ALONG 4 LONGITUDINAL ROWS
OUTFLOW SPACED 900 APART.
SPECIFY
SEEPAGE
CONTROL
MEASURES
2.5'
CLEANED
WASHED
"CONCRETE"
SAND
if
FILTER FABRIC
FILTER FABRIC
TYPICAL SECTION PERFORATED
PIPE/GRAVEL
UNDERDRAIN
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SAND FILTER SECTION
N.T.S.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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DATE: 10-07-2019
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PVI ELEV: 671.71
K:14.00
LVC:77.10
PVI STA:1+33.60
PVI ELEV: 674.56
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
I---- ---- ----
---- ---- ----
---- ---- ----
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JOB NUMBER: C190010
CHECKED BY: BMF
R/w DRAWN BY: BHE
13 I DATE: 10-07-2019
I W I T VALLEY
I 3 / 13 I 10' X 70' SIGHT I GUTTER
3 I TRIANGLE (TYP.) 12 25' X 25' CQ �~ FM Fry C U 6' PLANTING
RELOCATED UTILITY POLE SIGHT TRIANGLE y� m I STRIP
I 3 3 I 25' X 25' SIGHT 6' PLANTING STRIP A3-CB p NOW OR FORMERLY SIDEWALK
A2-CB a� 1,88£-O # WiJIA
TRIANGLE (TYP.) T VALLEY 52 o co
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In I 3 15 CP S3 x 24' EOP - - — CV
t�C I L S S 0 x TRACT 1 AND PART OF TRACT 2 / d ' 'I 50' JR/W 6' PLANTING Cu ti
(PROP 50 PUBLIC R/W) Q OSSS AALK� MB 35, PG 33 A5 CB STRIP • D co
Z CURB 8e� 997. SKYLAND DR. 6 PLANTI G 15" RCP A4 CB 25 X 25, c, c, 4
IGUTTERI p MT. PLEASANT, NC28124 STRIP STOP SIGN SIGHTT ANGLE cam, cam, ^ 1 0 r-
vj M m 5' CONC.^' S' CONC. 00 W (n 0
.... Z R' (TYP.) I �° w ZONED "RL" + + 25' X 25' AR_'
+ +
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EX�T. POLE I SIDEWALK ,,, ( W
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UTTER I I A5 CB op a a A7-CB a
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PROP. R 1 1 a MB 72, PG 107 o U
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GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
al 40 0 20 40
Vertical
Horizontal Scale 1 inch - 40 ft.
Vertical Scale 1 inch - 4 ft.
80 160
PLAN AND
PROFILE
SHEET:
C6s0

LEGEND
D� z
R - - R/W - - R/W - - R/W - R/W - R/W _
R/W - R/W _
_ -OE- OE 0-OE-OEOE-OEM- R/W
OE OE -OEM OE OE -�E DOE OE OE OE OE R/W _
\ -- IVE J.R.6 7 -OE--OE-- OE--OE--OE--OE--OE--OE -
-OE _
W - - W - - w - w w - - - " (60' PUBLIC R/W - MAINTAINED) - - _-
W-- OO--
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BENCHMARK \ �- - OE`-_0 E E E \ - OE - OE Of- 6�- i ,
NAIL IN PP \ V A OE
EL 680.32 K/bi��/W� R/�// / �\ \ - - 0\ - = 0€' - �0E - 0€-- E - - _
(NAVD88) V A /� ,v R/ - - OE -
TEMPORARY R/W � - A�
CONSTRUCTION ENTRANCE� � i � I - �
ROCK PIPE INLET
01_ PROTECTION
�� \ CONCR TE SILT FEK"TYP.)
LIMITS OF mum WAS;UT \ \ \ \
DISTURBANCE (TYP.) � swo *ft
68S \ \ SILT FEN
S AINAGE AREA CE (TYP.)
RR
�\ LIMITS B
NOW OR FORMERLY
JOHNNIE F SULLIVAN
DB 7447, PG 58
PIN: 5660-94-0591
TRACT 1 AND PART OF TRACT 2
MB 35, PG 33
997. SKYLAND DR.
MT. PLEASANT, NC 28124
ZONED "RL"
\ Raw \
R/W
I
Lry \ \ ` \ \ \ ' / PH�EN1 BER\ 1
- - , \
BASIN TYPE::
SKIMMER
\ \ / DRAINAGE AREA: 1.17 AC
\ V� DISTURBED AREA \ I 1.05 AC
REQD. SURFS goo goo
ACE AREA:T 1,28 FS \ `
PROV. SURFACE AREA"' 1840 SF \ I
x /„ J / En6
/ OL: 21106 CF
PRO . STORAGE VOL: 3,065 CF
_-\BOTTOMELEV: 657.00 �\
STORAGE ELEV: 659.00 _
SOIL STOCK ILE AREA I i / l / CLEAN OUT DEPTH•. 1.00' \ I I
k T
BASIN NUMBER: 1
PHASE: 1
BASIN TYPE: SEDIMENT k
DRAINAGE AREA: 1.10 AC
DISTURBED AREA: 1.03 AC SILT FENCE (TYP.) / 606
Q10: 3.9 CFS
REQD. SURFACE AREA: 1,682 SF
PROD. SURFACE AREA: 4,219 SF V /
READ. STORAGE VOL: 1,980980 CF '
PROV. STORAGE VOL: 10,028 CF =� _
BOTTOM ELEV: 667.00
STORAGE ELEV: 670.20 V�
CLEAN OUT DEPTH: 1.60'
TOP OF BERM ELEV: 673.00
SKIMMER PIPE DIA: 2.0"
SKIMMER ORIFICE DIA: 1.0" ��\ j - �� TEMP ARY R(
RISER TOP ELEV: 670.20 S PE DRAIN
RISER DIA: 4' X 4' PRECAST STRUCTURE \� 695 / PI
CULVERT DIA: 24" RCP
CULVER LENGTH: 94'
INV UP: 657.00
INV DOWN: 654.00 I 6BO ° o
x T / co
/ c95o
BAFFLES
MIN. 10' SPACING x
\ R/�
EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT,
IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN
(14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW:
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED SHALL BE SEEDED UNTIL A GOOD
STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET C7.4. ALL SEEDING WILL BE
MULCHED.
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS IDENTIFY BMPS THAT
ARE DAMAGED OR NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR
AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
5. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS
BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WOS)
OR WATERS OF THE UNITED STATES (WOU.S.).
6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND
THE SITE IS STABILIZED.
7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY
FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS MAY BE REQUIRED.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW
MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
I
ROCK CHECK DAM (TYP.)
TEMPORARY DIVERSION
DITCH (TYP.)
10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE RECOMMENDED AT A MINIMUM. ACTUAL
MEASURE NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE
FIELD VERIFIED.
11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
TOWN ENGINEERING DEPARTMENT.
12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY
APPROVED.
14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND AN
ON -SITE DEMOLITION LANDFILL PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
TOWN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
16. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
17. A PREWORK MEETING SHALL BE SCHEDULED WITH THE TOWN INSPECTOR PRIOR TO CONSTRUCTION.
18. APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLANS BY THE TOWN OF MT. PLEASANT GRANTS COVERAGE TO
THE DEVELOPMENT UNDER THE STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY RESOURCES
(NCDEQ) DIVISION OF WATER QUALITY (DWQ) GENERAL PERMIT - NCG 010000 TO DISCHARGE STORMWATER UNDER
THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES. THE FINANCIALLY
RESPONSIBLE PARTY FOR THIS DEVELOPMENT IS RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE GENERAL
PERMIT.
19. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT
(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO
STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
20. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR ADD THE FOLLOWING NOTES:
CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED
ON SITE, COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY DUMPING INTO A SANITARY SEWER, STORM DRAIN
OR ONTO SOIL OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
NOW OR FORMERLY
GEORGE A SHOE &
FREDA E. SHOE
DB 545, PG. 330
PIN:5660-95-7144
LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
R�W � R/W - - �E - �R�V
f - ofOE- - EX X �X / O-OE--OEOE- roE[
I
ABBOTT STREET
(40' PUBLIC R/W)
(PB 8/63 DB um/u ni
NOW OR FORMERLY
TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN:5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY 73 E
CONCORD, NC 28025
ZONED "RH"
- OE - -
II�II�II �w -w-
/ \
CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE FOLLOWING: /
i S � SSMN
DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT) I RIM: 69o.77
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND BE DISPOSED OF AS SOLID WASTE. INV: 685.12
LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE THAN 50 FEET AWAY FROM A STORM DRAIN, / (HEAD OF LINE)
OPEN DITCH, OR RECEIVING WATER WAY.
PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO CONCRETE MIXER TRUCK. o I
CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER TRUCKS AND - of o
DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF OFFSITE. -TOE- - OE _ A 3
Lu
21. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO NCDEQ- CALL THE 24-HOUR EMERGENCY N M
RESPONSE LINE AT 1-800-858-0368. W
a N LLd m co
22. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL CONSTRUCTION WORKERS AND SITE VISITORS IN I ° a a
ACCORDANCE WITH 2O06 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS, SECTION 311. PORTABLE N o c
FACILITIES SHALL BE PLACED ON LEVEL GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES, CATCH W d-
BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE MUST COMPLY WITH STATE AND LOCAL
REQUIREMENTS.
23. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE SSMH
OF DEBRIS AND CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN. S RIM; 68
INV: 685, 3
3 13
24. SILT FENCE AND TREE PROTECTION SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR CLARIFICATION PURPOSES.
25. CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAINS,
BASINS, OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
26. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
REGULATIONS.
27. PER SECTION 6.20 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
DIVERSIONS THAT WILL STAY IN PLACE LONGER THAN 30 WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON
AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT AND REDUCE MAINTENANCE.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
SF
- SF SF -
TP
GENERAL NOTES
Pi9llw_1►ip3l
SILT FENCE
SILT FENCE OUTLET
TREE PROTECTION FENCE
TRIBUTARY AREA
LIMITS OF DISTURBANCE
ROCK CHECK DAM
11►1��■9:Ti]IX�IINI►
1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT
TOWN OF MT. PLEASANT AND NCDENR STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND
TOWN OF MT. PLEASANT, A MINIMUM OF 72 HOURS BEFORE DIGGING.
3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT
GRADING AND DRAINAGE PLANS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO
CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
5. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN
CONSENT OF THE PROPERTY OWNER AND THE TOWN OF MT. PLEASANT.
6. THE NCDENR EROSION CONTROL MANUAL AND TOWN OF MT. PLEASANT
STANDARDS SHALL BE USED AS A GUIDELINE FOR IMPPLEMENTATION AND
MAINTENANCE OF BMPS. THE FOLLOWING BMPS:
• SURFACE ROUGHENING
• STABILIZED CONSTRUCTION ENTRANCE
• SILT FENCE
• HARDWARE FABRIC AND STONE INLET PROTECTION
• CHECK DAMS
• TEMPORARY SEEDING
• PERMANENT SEEDING
• MULCHING
• SOD
SITE INFO
CONSTRUCTION START DATE: AUGUST, 2019
DISTURBED AREA: 3.09 ACRES
CONSTRUCTION SEQUENCE
1. OBTAIN ALL REQUIRED PERMITS.
2. SET UP AN ON -SITE PRE CONSTRUCTION CONFERENCE WITH THE EROSION
CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE
TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS A VIOLATION OF THE TOWN CODE AND IS SUBJECT
TO FINE.
3. MAKE ANY REQUIRED MODIFICATIONS TO THE EROSION AND SEDIMENT
CONTROL PLANS. ALL MODIFICATIONS TO THE EROSION AND SEDIMENT
CONTROL PLANS SHALL BE DOCUMENTED ON THE ON -SITE APPROVED PLANS.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE ON S. SKYLAND DRIVE.
5. INSTALL PERIMETER SILT FENCE, INLET PROTECTION, SEDIMENT BASINS,
TEMPORARY DIVERSION DITCHES AND OTHER MEASURES AS SHOWN ON THE
PLANS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
6. CALL FOR ON -SITE INSPECTION BY THE EROSION CONTROL INSPECTOR. WHEN
APPROVED, THE INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING
AND GRUBBING MAY BEGIN.
7. LIMIT CLEARING AND GRUBBING OF THE SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN
PLACE TO PREVENT EROSION OF THE SITE.
8. BEGIN MASS GRADING ACTIVITIES. AS SITE IS GRADED AND PADS BUILT UP,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORMWATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS. DITCHES
AND SLOPE DRAINS SHOWN ON PLANS DEPICT THE REQUIRED DIVERSION
DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL MEASURES
MAY BE NEEDED AS PROGRESSES. CONTRACTOR SHALL LIMIT DRAINAGE
AREAS FLOWING TO EACH OF THE PROPOSED BASINS TO THE MAXIMUM
AREA THAT IS DESIGNATED FOR EACH BASIN. THIS SHALL BE ACCOMPLISHED
BY ADJUSTING THE PROPOSED DIVERSION DITCHES AS THE SITE IS GRADED.
SOIL MAP LEGEND
E n D Enon Sandy Loam
E n B Enon Sandy Loam
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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SHEET:
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INV 6662
R/W (PARTIALL r Bus
BURIED) D� SHEL TER
_R/W_- - R - - R/W - - R/W - - R/W - R/W - R/W _
-R/W_- - R/W
_ -OE- OE O- OE -OEOE - OEM - R/W _
OE OE OE OE R/W _
(� -OE-
_ DRIVE J.R. pp - OE - - OE - - OE - _ INV- -667 2 Ir 68. 2
_ _
EDGE of pAVEME - - (60' PUBLIC R/W -MAINTAINED) - °E - - of - - _ -OE-: _ _ _ _ ou R/
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- - W OE - U OU in �
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- - - - - - _-w--w--w--w� W
\ i EDGE OF PAVEMENT
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EDG OF PAVEMENT tp � � � � / - w - w -
� OFF- � � � � �ii
PP - - - - - _ _ _ j _ _ _ =
R/W H�� H€' -0€- - pC - 0 I - j
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NAIL IN PP \ V A \ - - - I 669.82
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LIMITS
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LIMITS OF \ �- - I I� I I - R W _ - a
DISTURBANCE (TYP.) s �- _ / \ \ LL R/W - LP TGNK R/W - - R/ A
S LT FENCE (TYP.)
8" HD E\ 8" HD EMPORA 8" E
RO F N \ ROOF DRAIN CONSTR I� D AIN I- \
S=2. % 688 S=1.0% ENT AN S= •
LIMI �F
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CONCRETE I+
/ - � WASHOUT _
- SB PH2 v v
x I DRAINAGE) REA / c � \ SILT FENC TYP.) -
-
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NOW OR FORMERLY I I I \ I / \ \ / \ I \ \ \ 6�o I \ I RAGE
JOHNNIE F SULLIVANDB 7447, PG 58
x l
PIN.5660-94-0591
1
TRACT 1 AND PART OF TRACT 2 x SOIL ST�C ILE AREA
MB 35, PG 33
�A
997. SKYLAND DR.
MT. PLEASANT, NC 28124
ZONED "RL" / R/ /W - - /e R vV
I w w w w w w w w w w w w w NOW OR FORMERLY
x TERRY R TUCKER &
BASIN NUMBER: 1 ROSE P TUCKER
PHASE: 2 / I DB 12430, PG 49
BASIN TYPE: SEDIMENT x 00 / \ PIN: 5660-95-6392
DRAINAGE AREA: 2.25 AC \
DISTURBED AREA: 2.19 AC `r $ � f TRACT 1
Q10: 7.9CFS x / INLETP OTECTION 1h SUGAR TREE DR�/E \\\ 61.r I o / MB72,PG107
READ. SURFACE AREA: 3,440 SF \ i (TYP') 0 / �� 1 3435 HIGHWAY 73 E
h / �(PRC1P. SO UBLIC R W SB1 PH2 CONCORD, NC28025
PROV. SURFACE AREA: 4,219 SF /
DRAINAG R A ZONED "RH"
READ. STORAGE VOL: 4,050 CF o
PROV. STORAGE VOL: 10,028 CF
BOTTOM ELEV: 666.00 R/ R/ / s R) W -
STORAGE ELEV: 670.20
CLEAN OUT DEPTH: 1.60'
TOP OF BERM ELEV: 673.00
SKIMMER PIPE DIA: 2.0"
SKIMMER ORIFICE DIA: 1.0"RISER I 1 I I
DOELEV: 4' X 4' PRECAST STRUCTURE / / ' / / SILiFENC
RISER A: E�TYP / / �Ix xUNDIS�URBEiD
�� /// �\
CULVERT DIA: 24" RCP / '
CULVER LENGTH: 94'
INV UP: 662.47 x 0 \ 1
INV DOWN: 662.00 RIPRAP APRON /D/ I x
SF I II
LI IS OF \ \ ( I x
DISTURBANCE (TYP.)
TREE PROTECT
�x
x 0 NOW OR FORMERLY
BAFFLES u I GEORGE A SHOE &
\ / I\ I I I _7I I FREDA E. SHOE
MIN. 10' SPACIN\ x \ / / \ \ \ I ' T I DB 545, PG. 330
PIN: 5660-95-7144
EXISTING POND I \ l I I I I I LOTS35-40
x / l MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH"
� x
75
6 , / / / 4' X 4' PRECAST TRUCTURE
SEE SHEET C5.1 F�DETAILS
2" SKIMMER WITH 1.0"
x / x / / F ORIFICE > / / - J I - - -
/ ) _ R � I - - R/W - R/�N�- - R/ -� I R/W of - E- Rb o �E &,I of
r -X X X PP OE - - E - \ C�NCRET
'.,// X -XX X XX XX X X/X i JT_ I \ \ p R/Y� X X 1 - O - OE - - OE OE - PP
�� �n � X � DRNE
ABBOTT STREET % \ \
(40' PUBLIC R/W)
(PB8/63, DB350/510) \ �I W -w
A\V - M FM FM FM
EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT, 10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE RECOMMENDED AT A MINIMUM. ACTUAL CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE FOLLOWING: /
IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING MEASURE NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE ssMH
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE. FIELD VERIFIED. DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT) I RIM690,77
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND BE DISPOSED OF AS SOLID WASTE. /� I I \/ INV 685,12
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE THAN 50 FEET AWAY FROM A STORM DRAIN, a3 \ (HEAD of LINE)
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN TOWN ENGINEERING DEPARTMENT. OPEN DITCH, OR RECEIVING WATER WAY.
(14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO CONCRETE MIXER TRUCK. o I
12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER TRUCKS AND P - of-� PE -
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF OFFSITE. of _ Lys
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON 13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY I Lu 3
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL APPROVED. 21. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO NCDEQ- CALL THE 24-HOUR EMERGENCY N FIC M
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND RESPONSE LINE AT 1-800-858-0368. W I ,W W & u co
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST 14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND AN \ .N � Lai
00 o-o
LAND DISTURBING ACTIVITY. ON SITE DEMOLITION LANDFILL PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR. 22. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL CONSTRUCTION WORKERS AND SITE VISITORS IN I ° a a
ACCORDANCE WITH 2O06 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS, SECTION 311. PORTABLE
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED SHALL BE SEEDED UNTIL A GOOD 15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE FACILITIES SHALL BE PLACED ON LEVEL GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES, CATCH W d-
STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET C7.4. ALL SEEDING WILL BE TO EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE MUST COMPLY WITH STATE AND LOCAL
MULCHED. REQUIREMENTS.
16. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS PRE -CONSTRUCTION MEETING. 23. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE ssMH
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS IDENTIFY BMPS THAT OF DEBRIS AND CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN. S RIM: 68 5, 3
ARE DAMAGED OR NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR
17. A PREWORK MEETING SHALL BE SCHEDULED WITH THE TOWN INSPECTOR PRIOR TO CONSTRUCTION. INV: 68313
AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. 24. SILT FENCE AND TREE PROTECTION SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR CLARIFICATION PURPOSES.
18. APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLANS BY THE TOWN OF MT. PLEASANT GRANTS COVERAGE TO
5. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS THE DEVELOPMENT UNDER THE STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY RESOURCES 25. CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAINS,
BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WOS) (NCDEQ) DIVISION OF WATER QUALITY (DWQ) GENERAL PERMIT - NCG 010000 TO DISCHARGE STORMWATER UNDER BASINS, OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
OR WATERS OF THE UNITED STATES (WOU.S.). THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES. THE FINANCIALLY
RESPONSIBLE PARTY FOR THIS DEVELOPMENT IS RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE GENERAL 26. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE PERMIT. EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE 19. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
THE SITE IS STABILIZED. STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. REGULATIONS.
7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY 20. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR ADD THE FOLLOWING NOTES: 27. PER SECTION 6.20 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL DIVERSIONS THAT WILL STAY IN PLACE LONGER THAN 30 WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON
FROM PAVEMENT, AS MAY BE REQUIRED. CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT AND REDUCE MAINTENANCE.
ON SITE, COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY DUMPING INTO A SANITARY SEWER, STORM DRAIN
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW OR ONTO SOIL OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LEGEND
WETLANDS
_SF SILT FENCE
-SF SF - SILT FENCE OUTLET
TP TREE PROTECTION FENCE
TRIBUTARY AREA
LIMITS OF DISTURBANCE
ROCK CHECK DAM
INLET PROTECTION
GENERAL NOTES
1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT
TOWN OF MT. PLEASANT AND NCDENR STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND
TOWN OF MT. PLEASANT, A MINIMUM OF 72 HOURS BEFORE DIGGING.
3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT
GRADING AND DRAINAGE PLANS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO
CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
5. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN
CONSENT OF THE PROPERTY OWNER AND THE TOWN OF MT. PLEASANT.
6. THE NCDENR EROSION CONTROL MANUAL AND TOWN OF MT. PLEASANT
STANDARDS SHALL BE USED AS A GUIDELINE FOR IMPPLEMENTATION AND
MAINTENANCE OF BMPS. THE FOLLOWING BMPS:
• SURFACE ROUGHENING
• STABILIZED CONSTRUCTION ENTRANCE
• SILT FENCE
• HARDWARE FABRIC AND STONE INLET PROTECTION
• CHECK DAMS
• TEMPORARY SEEDING
• PERMANENT SEEDING
• MULCHING
• SOD
SITE INFO
CONSTRUCTION START DATE: AUGUST, 2019
DISTURBED AREA: 3.09 ACRES
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR
TO COMMENCING WITH PHASE 2 EROSION CONTROL MEASURES.
2. INSTALL REMAINING SILT FENCE, DIVERSION DITCHES AND OTHER MEASURES
AS SHOWN ON THE PHASE 2 PLANS, CLEARING ONLY AS NECESSARY TO
INSTALL THESE DEVICES.
3. CONTINUE MASS GRADING ACTIVITIES. AS SITE IS GRADED AND PADS BUILT
UP, CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORMWATER
FLOWING OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE
DRAINS. DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT THE
REQUIRED DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE.
ADDITIONAL MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
CONTRACTOR SHALL LIMIT DRAINAGE AREAS FLOWING TO EACH OF THE
PROPOSED BASINS TO THE MAXIMUM AREA THAT IS DESIGNATED FOR EACH
BASIN. THIS SHALL BE ACCOMPLISHED BY ADJUSTING THE PROPOSED
DIVERSION DITCHES AS THE SITE IS GRADED.
4. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN
PLACE TO PREVENT EROSION OF THE SITE.
5. CONSTRUCTION OF THE STREETS, THE ASSOCIATED UTILITIES, INCLUDING
LATERALS, TO THE COMPLETED AND INSPECTED.
6. RECONFIGURE SILT FENCE AS NECESSARY.
7. INSTALL INLET PROTECTION AND OTHER MEASURES AS SHOWN ON PHASE 2
PLANS AS THE PROPOSED STORM SYSTEM IS INSTALLED.
8. ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE
STABILIZED IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
9. STRIPPED TOPSOIL SHALL BE STOCKPILED IN DESIGNATED AREAS WITH SILT
FENCE PROVIDED AROUND THE PERIMETER OF THE STOCKPILE.
10. MAINTAIN AND ADJUST THE EROSION AND SEDIMENT CONTROL MEASURES
AS MASS GRADING PROGRESSES TO MAINTAIN PROPER EROSION AND
SEDIMENT CONTROL.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
12. STABILIZE THE SITE AS AREAS ARE BROUGHT TO GRADE.
13. INSPECT BMPS ONCE PER EVERY CALENDAR WEEK, PER THE NCDEQ
REQUIREMENTS. ALL INSPECTION AND REPORTING SHALL BE IN COMPLIANCE
WITH THE NCDEQ GENERAL PERMIT NCGO10000, LATEST EDITION.
SOIL MAP LEGEND
E n D Enon Sandy Loam
E n B Enon Sandy Loam
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North Carolina 811
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
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DRAWN BY: BHE
DATE: 10-07-2019
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LEGEND
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R/�/� (PARTIALLY BUS
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JOHNNIE F SULLIVAN x
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PIN: 5660-94-0591
TRACT 1 AND PART OF TRACT 2 x
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997. SKYLAND DR.
MT. PLEASANT, NC 28124 x
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TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN: T 16392
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�� ( PRO . 50, B IC O 3435 HIGHWAY73 E
CONCORD, NC 28025
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SEEJSHEETC . EXISTING POND \ I I I LOTS35-40
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\ x // / / / I I I I I I /- I 1010 ABBOTT ST.
MT. PLEASANT, NC 28124
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(PB 8/63, DB 350/510) \� I I w - w-� �
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EROSION AND SEDIMENT CONTROL NOTES:
1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MAT, 10. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE RECOMMENDED AT A MINIMUM. ACTUAL CONCRETE TRUCK WASHOUT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE FOLLOWING: /
IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING MEASURE NECESSARY FOR CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE ssMN
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE. FIELD VERIFIED. DESIGNATED AREA THAT WILL LATER BE BACKFILLED (SLURRY PIT) RIM: 69R77
DESIGNATED AREA WHERE CONCRETE WASH CAN HARDEN AND BE DISPOSED OF AS SOLID WASTE. \ I �INV 685,12
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE 11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE LOCATION THAT IS NOT SUBJECT TO WATER RUNOFF, AND MORE THAN 50 FEET AWAY FROM A STORM DRAIN, a3 / (HEAD of LINE)
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN TOWN ENGINEERING DEPARTMENT. °
OPEN DITCH, OR RECEIVING WATER WAY. I /
(14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: PUMP EXCESS CONCRETE IN CONCRETE PUMP BIN BACK INTO CONCRETE MIXER TRUCK. o I
12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER TRUCKS AND - of
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF OFFSITE. oE- - of _ Ljj
~
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON 13. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY I Lu 3
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL APPROVED. 21. ALL CHEMICAL SPILLS, OIL SPILLS, OR FISH KILLS MUST BE REPORTED TO NCDEQ- CALL THE 24-HOUR EMERGENCY N M
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND RESPONSE LINE AT 1-800-858-0368. W I
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST 14. ON -SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND AN .N � Lai
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LAND DISTURBING ACTIVITY. ON SITE DEMOLITION LANDFILL PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR. 22. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR ALL CONSTRUCTION WORKERS AND SITE VISITORS IN I ° a a
ACCORDANCE WITH 2O06 INTERNATIONAL PLUMBING CODE GENERAL REGULATIONS, SECTION 311. PORTABLE N o c
3. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED SHALL BE SEEDED UNTIL A GOOD 15. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE FACILITIES SHALL BE PLACED ON LEVEL GROUND AND AWAY FROM STORM DRAINAGE SYSTEMS (DITCHES, CATCH W d-
STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH THE SEEDING SCHEDULE ON SHEET C7.4. ALL SEEDING WILL BE TO EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. BASINS, ETC.). DISPOSAL AND HANDLING OF SANITARY WASTE MUST COMPLY WITH STATE AND LOCAL
MULCHED. REQUIREMENTS.
16. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
4. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS PRE -CONSTRUCTION MEETING. 23. FINAL GRADES FOR GRASSED AND LANDSCAPED AREAS SHALL REQUIRE A MINIMUM OF 4-6" OF CLEAN TOP SOIL, FREE sSMH
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS IDENTIFY BMPS THAT OF DEBRIS AND CONTAMINANTS, AND PREFERABLY OF NATIVE ORIGIN. S RIM: 68 5, 3
ARE DAMAGED OR NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR
17. A PREWORK MEETING SHALL BE SCHEDULED WITH THE TOWN INSPECTOR PRIOR TO CONSTRUCTION. �INV: 68313
AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. 24. SILT FENCE AND TREE PROTECTION SHOWN OFFSET FROM LIMITS OF DISTURBANCE FOR CLARIFICATION PURPOSES.
18. APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLANS BY THE TOWN OF MT. PLEASANT GRANTS COVERAGE TO
5. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS THE DEVELOPMENT UNDER THE STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY RESOURCES 25. CONCRETE WASHOUT STATION AND STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAINS,
BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WOS) (NCDEQ) DIVISION OF WATER QUALITY (DWQ) GENERAL PERMIT - NCG 010000 TO DISCHARGE STORMWATER UNDER BASINS, OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE.
OR WATERS OF THE UNITED STATES (WOU.S.). THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES. THE FINANCIALLY
RESPONSIBLE PARTY FOR THIS DEVELOPMENT IS RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE GENERAL 26. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
6. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE PERMIT. EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE 19. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
THE SITE IS STABILIZED. STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. REGULATIONS.
7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY 20. SHOW BMP MEASURES FOR CONCRETE TRUCK WASHOUT AREA, OR ADD THE FOLLOWING NOTES: 27. PER SECTION 6.20 OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL DIVERSIONS THAT WILL STAY IN PLACE LONGER THAN 30 WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON
FROM PAVEMENT, AS MAY BE REQUIRED. CONCRETE TRUCKS SHALL NOT TYPICALLY BE WASHED OUT ON SITE. IF CONCRETE TRUCK WASHOUT IS PERMITTED AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT AND REDUCE MAINTENANCE.
ON SITE, COORDINATE LOCATION AND BMP'S WITH SITE INSPECTOR.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE.
DO NOT DISPOSE OF CONCRETE TRUCK WASHOUT WASTE BY DUMPING INTO A SANITARY SEWER, STORM DRAIN
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO ALLOW OR ONTO SOIL OR PAVEMENT THAT CARRIES STORM WATER RUNOFF.
MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
WETLANDS
_SF SILT FENCE
-sF SF - SILT FENCE OUTLET
TP TREE PROTECTION FENCE
M or TRIBUTARY AREA
LIMITS OF DISTURBANCE
ROCK CHECK DAM
INLET PROTECTION
GENERAL NOTES
1. ALL MATERIALS, CONSTRUCTION, AND PLANS ARE TO COMPLY WITH CURRENT
TOWN OF MT. PLEASANT AND NCDENR STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTACT NORTH CAROLINA ONE CALL SERVICE @ 811 OR 800-632-4949 AND
TOWN OF MT. PLEASANT, A MINIMUM OF 72 HOURS BEFORE DIGGING.
3. ANY SITE GRADING SHALL COMPLY WITH INTENT OF ORIGINAL DEVELOPMENT
GRADING AND DRAINAGE PLANS.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURES PRIOR TO
CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
5. NO BMPS SHALL BE PLACED ON ADJACENT PROPERTY WITHOUT THE WRITTEN
CONSENT OF THE PROPERTY OWNER AND THE TOWN OF MT. PLEASANT.
6. THE NCDENR EROSION CONTROL MANUAL AND TOWN OF MT. PLEASANT
STANDARDS SHALL BE USED AS A GUIDELINE FOR IMPPLEMENTATION AND
MAINTENANCE OF BMPS. THE FOLLOWING BMPS:
• SURFACE ROUGHENING
• STABILIZED CONSTRUCTION ENTRANCE
• SILT FENCE
• HARDWARE FABRIC AND STONE INLET PROTECTION
• CHECK DAMS
• TEMPORARY SEEDING
• PERMANENT SEEDING
• MULCHING
• SOD
SITE INFO
CONSTRUCTION START DATE: AUGUST, 2019
DISTURBED AREA: 3.09 ACRES
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR
TO COMMENCING WITH PHASE 3 EROSION CONTROL MEASURES.
2. INSTALL ANY REMAINING SILT FENCE, DIVERSION DITCHES AND OTHER
MEASURES AS SHOWN ON THE PHASE 3 PLANS, CLEARING ONLY AS
NECESSARY TO INSTALL THESE DEVICES.
3. TOWNHOME CONSTRUCTION SHALL COMMENCE. CONTRACTOR TO INSTALL
ANY ADDITIONAL EROSION CONTROL MEASURES FOR THE INDIVIDUAL LOT
CONSTRUCTION.
4. CONTRACTOR TO ENSURE THAT OCCUPIED HOMES BE PROTECTED FROM
EROSION AND SEDIMENT FROM THE REMAINDER OF THE SITE.
5. FINALIZE GRADING ACTIVITIES.
6. LIMIT CLEARING AND GRUBBING OF THE SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN
PLACE TO PREVENT EROSION OF THE SITE.
7. ALL AREAS THAT GO UNWORKED FOR 14 DAYS OR MORE MUST BE
STABILIZED IMMEDIATELY. STABILIZATION STANDARDS SHALL BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
8. MAINTAIN AN ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS
GRADING AND CONSTRUCTION PROGRESSES.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
10. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
11. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES. UPON INSPECTOR'S APPROVAL, CONTRACTOR
IS TO REMOVE ALL EROSION CONTROL MEASURES, INCLUDING ANY
APPROVED SEDIMENT BASINS.
12. CONVERSION OF SEDIMENT BASINS TO PERMANENT STORMWATER BASINS
TO BE COMPLETED PER APPROVED CONSTRUCTION PLANS. BRING AREAS
OUTSIDE OF PERMANENT STORMWATER BASINS, PREVIOUSLY OCCUPIED BY
SEDIMENT BASINS AND ASSOCIATED GRADING TO FINISHED GRADE OR
WHERE APPLICABLE BACK TO THE APPROXIMATE EXISTING GRADE AND
REPLANTED.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS.
14. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION AND
FILE A NOTICE OF TERMINATION WITH THE TOWN OF MT. PLEASANT/NCDEQ.
SOIL MAP LEGEND
E n D Enon Sandy Loam
EnB Enon Sandy Loam
I
*** 3 Days Before Digging ***
0-07-19
North Carolina 811
% •• �• i(, ,� - .' �-z'
811 or 1-800-632-4949
��� ..••'•• '� ���
''�/i� ••Y
Remote Ticket Entry
M ���```
http:Hnc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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EROSION
CONTROL
PLAN PHASE 3
SHEET:
C71

SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
< 10 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
61
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
325
SURFACE
(SQ. FT. PER
AREA
CFS Q10)
REQUIRED
LL�L�:3��Iy:1
PLAN VI EW
AVERAGE= AREA* 1 1
WIDTH LENGTH \
* AREA OF BASIN WATER SURFACE
AT TOP OF PRIMARY SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE
FILTER FABRIC -
BAFFLES
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.64 FOR
ADDITIONAL DESIGN
EMBANKMENT
SPECIFICATIONS
LENGTH
REGARDING SKIMMER
SEDIMENT BASINS.
2.
REFER TO BAFFLE
INSTALLATION DETAIL FO
10'
BAFFLE SPACING AND
MIN.
_
INSTALLATION.
3.
TURBIDITY CURTAIN MAY
BE USED IN LIEU OF
POROUS BAFFLES.
SKIMMER
DEWATERING
4.
SKIMMER INVERT
DEVICE
ELEVATION = BASIN
EMERGENCY
BOTTOM + 1MIN.
SPILLWAY
5.
H = SPILLWAY ELEVATION -
SKIMMER INVERT
L _
ELEVATION
BAFFLES -------------�
(CLDS \/
#30.19) V FREEBOARD VV-S MIN.
EMBANKMENT
6" MAX. DEPTH OF FLOW OVER
EMERGENCY SPILLWAY T=1.5' MIN.
Z=5' MAX.
CLEANOUT SKIMMER AF
DEPTH 1' SEDIMENT LENGTH =
(H/2) STORAGE H x 1.5
(MIN. 5')
H=2' MIN. EMERGENCY
SPILLWAY
SPECIFY
SEEPAGE
CONTROL NOT TO SCALE
MEASURES
PHASE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
SURFACE AREA
CLEANOUT
DEPTH W2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
SKIMMER
PIPE
DIA.
SKIMMER
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
2
1.17
1.05
3.94
2,106
3,065
1,282
1 1,840
1
2.00
4
20
1.5
5
2
0.90
,1iy�►
PVC
SKIMMER SEDIMENT BASIN
N.T.S.
ii
101,101,
I� �i�� / lip ��I � I ���'�'�J•'' �'
ill i// I I�%� 1�/ (/ICI j�/I •r'!�'•� !i`_•,' ��'•1
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/ RM
/X �
4'-0" MAX. SPACING \ X - X /
(TYPICAL)
5' STEEL F
FL
8" X 6" TRENCH
BACKFILL AND COMPACT
FENCE AND FABRIC
BURIED IN TRENCH
BAFFLE INSTALLATION
PERSPECTIVE VIEW
END VIEW
N.T.S.
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
00
r�Fro/%
PVC VENT
FRONT VIEW
"C" ENCLOSURE
aTER ENTRY UNIT
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
SEDIMENT BASIN SKIMMER
N.T.S.
c r�u�ni 11_E 40
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
2:1
WIDTH RATIO
MAX.
LENGTH TO
6:1
WIDTH RATIO
1800
MIN.
(CU. FT.
VOLUME
PER AC.
REQUIRED
DISTURBED)
435
SURFACE
(SQ. FT. PER
AREA
CFS Q10)
REQUIRED
PLAN VIEW
INFLOW
STRUCTURE
am
AVERAGE AREA*
WIDTH W =
L
* AREA OF BASIN WATER SURFACE
AT TOP OF PRINCIPAL SPILLWAY
CROSS-SECTION VIEW
INFLOW
STRUCTURE
DEWATERING
ZONE
FILTER FABRIC A
SEDIMENT
STORAGE ZONE
DATA BLOCK
10,
MIN.
L SKIMMER
DEWATERING
DEVICE
L=20'
a MIN.
SEE NOTE #3
V FREEBOARD w
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY
PRIMARY SPILLWAY
2 MIN(RISER)
I I H Z
3RD BAFFLE:
HARDWARE
CLOTH
SURROUNDING
SKIMMER
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING SEDIMENT
BASINS.
2.
REFER TO BAFFLE
INSTALLATION DETAIL FOR
RISER
BAFFLE SPACING AND
INSTALLATION.
3,
FIRST BAFFLE IS TO BE
CONSTRUCTED OF
RIP -RAP AND #5 WASHED
STONE, WITH A MIN.
HEIGHT OF 3' AND MIN.
TOPWIDTH OF 2'.
R
4.
FLASHBOARD RISER NOT
PERMITTED FOR USE
EMBANKMENT
Yr__T
EMERGENCY
SPILLWAY
ANTI -SEEP
BAFFLE COLLAR NOT TO SCALE
PHASE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
(CFS)
BASIN VOLUME
SURFACE AREA
CLEANOUT
DEPTH H/2
(FT)
H
(FT)
Z
(FT)
L
(FT)
T
(FT)
W
(FT)
SKIMMER
PIPE
DIA.
SKIMMER
ORIFICE
DIA.
REQUIRED
(CF)
PROVIDED
(CF)
REQUIRED
(SF)
PROVIDED
(SF)
1
1
1.10
1.03
3.87
1,980
10,435
1,682
4,638
1.4
2.80
6
35
83.2
10
2
1.00
2
1 1
1 1.62
1.56
5.69
2,916
10,435
2,477
4,638
1.4
2.80
6
1 35
1 83.7
1 10
1 2
11 1.00
SEDIMENT BASIN
N.T.S.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED.
SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE
VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON
OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN
ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED
STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
10.THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN
ALL BASINS.
12.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL,
CLEANOUT POINT, OF THE BASIN.
13.SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14.FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
15.FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
16.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN
GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
17.WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
SEDIMENT BASIN GENERAL NOTES
N.T.S.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
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.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL FOR DESIGN DATA.
OUTLET
La (ft)
W1 (ft)
W2 (ft)
*T (in)
D (in)
H (in)
d50 (in)
Al2
10.0
11.5
4.5
18.0
18
12
6.0
C2
13.0
15.0
6.0
18.0
24
16
6.0
NATURAL GRADE
d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
RIPRAP APRON AT PIPE OUTFALLS
W2
PLAN
(IF NEEDED)
ELEVATION
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
THICKNESS)
GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
80 Ibs/acre of tall fesue
100 Ibs/acre tall fescue
30lbs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL: August 25 - October
FALL: August 25 - October 15
Late winter: February 15 - April 15
Late winter: February 15 -April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermudagrass
15 Ibs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills-- Protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed or has temporarily ceased.
SEEDING SCHEDULE
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 Ibs/acre of German millet
80 Ibs/acre oftall fesue
120 Ibs/acre Rye (grain)
80 Ibs/acre tall fesue
May 1 -August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
add 50 Ibs/acre of annual Kobe lespedeza.
DATES
Apply 4000 Ibs/acre straw or equivalent
Apply 4000 Ibs/acre straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
Ibs/acre limestone and 750 Ibs/acre 10-10-10
Ibs/acre limestone and 750 Ibs/acre 10-10-10
fertilizer.
fertilizer.
SEEDING SCHEDULE
(SEASONAL)
SEEDING SCHEDULES
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAYBE USED IN SLOPING DITCHES 2
OR CHANNELS TO SLOW VELOCITY OR TO CREATE CLASS B RIP RAP 1
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
A AND B ARE AT EQUAL ELEVATIONS
V-6" MIN.
PLAN
N.T.S.
TEMPORARY ROCK CHECK DAM
N.T.S.
V-6" MIN.
4' TO 6'
CROSS SECTION
:LOTH
# 5 WASHED STONE
�FLvvv 2' MAX
�a. AT CENTER
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, INC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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EROSION
CONTROL
DETAILS
N.T.S.
C73

HOOD
I,**GRATE
1" REBAR FOR BAG
REMOVAL FROM INLET \ _
FILTER BI
DUMP LOi
CATCH BASIN
DEFLECTOR
12" MIN.
SPACING TYP.*
36" MIN. SPACING TYP.*
r
r
OUTLET
r /
SECTION INSTALLATION
r
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
CATCH BASIN INLET PROTECTION
N.T.S.
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
TEMPORARY SILT DITCH
N.T.S.
/ >__ � WATER TABLE
L 6��
OVERLAP
IN SLICE
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND STAKE
OR STAPLE TO MAINTAIN DIRECT
CONTACT WITH THE SOIL. DO NOT
STRETCH.
2. * DIMENSIONS SHOWN ARE MINIMUM,
MANUFACTURED PRODUCTS MAY
HAVE ADDITIONAL REQUIREMENTS
THAT MUST BE MET.
3. SLOPE SURFACE SHALL BE FREE OF
ROCKS, SOIL CLODS, STICKS, GRASS.
MAT/BLANKETS SHALL HAVE GOOD
SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
N.T.S.
6' MAX.
STEEL POST
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN.
1.5' MIN. 1 F
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING r
TIE DOWN AT END
4' (MIN)- -i
*AT LESS THAN 1 % SLOPE
DIAMETER (D)
PIPE
RIP -RAP AP
EXTEND TO EDGE OF DISTUR
RIP RAP & WASHED STONE
FILTER BERM
-SEDIMENT PIT
' a
wool
•
•
•
STAKES
a , EARTH DIKE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
-SEDIMENT PIT
NOT REQUIRED IF BASIN
IS LOCATED DOWNSTREAM
OF PIPE OUTLET.
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
THE EARTH DIKE.
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
FLEXIBLE PIPE SLOPE DRAIN
N.T.S.
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GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30
DAYS.
2. STEEL POSTS SHALL BE T-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
3. TURN SILT FENCE UP SLOPE AT ENDS.
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT TO SWIM
BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF
CONCENTRATED FLOW.
SILT FENCE
N.T.S.
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PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
CW.1
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
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BY THE ENGINEER.
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
MAINTENANCE 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 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.
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT
NO TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF
12 INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED
AND AT THE DIRECTION OF THE INSPECTOR.
SILT FENCE OUTLET
N.T.S.
II ANCHOR SKIRT;
u EXCAVATE
TRENCH AND
COMPACT
MAINTENANCE NOTES: BACKFILL
1. FILTER OUTLETS 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. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS
CLOGGED OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
````%%%\111I1I1111111''
• /0/
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, INC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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EROSION
CONTROL
DETAILS
SHEET 1 OF 1
1607.01
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http:Hnc811.org/remoteticketentry.htm
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SHEET:
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EX. VALVE TO BE SHUT OFF ONCE NEW
WATER MAIN IS CLEARED FOR SERVICE
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NOW OR FORMERLY
JOHNNIE F SULLIVAN
DB 7447, PG 58
PIN: 5660-94-0591
TRACT 1 AND PART OF TRACT 2 I
MB 35, PG 33
997. SKYLAND DR.
MT. PLEASANT, NC 28124
ZONED "RL"
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OFF ASSEMBLY
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TRAFFIC CONTROL DURING WATER MAIN
INSTALLATION PER NCDOT STD. 1101.02
2-LANE, 2-WAY ROADWAY-1 LANE CLOSED
CONNECTION TO EX. 2" WM TO BE INSTALLED
IN TWO PHASES TO ALLOW FOR SINGLE LANE
OPERATION DURING CONSTRUCTION.
R/W R/W
OPEN CUT
PAVEMENT RESTORATION
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--w--w--w--w--w--w--w--w--w--�-
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a S53030'39'
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2" GATE VALVE
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2" PRIVATE
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_ —
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(PUBLIC)
2" GV AND BLOW
OFF ASSEMBLY
- S" SAN. SWK.
x —x —x —x
x —x
NOW OR FORMERLY
GEORGE A SHOE &
FREDA E. SHOE
DB 545, PG. 330
PIN:5660-95-7144
LOTS 35-40
MB 8, PG 63
1010 ABBOTT ST.
MT. PLEASANT, NC 28124
ZONED "RH" OPEN CUT
PAVEMENT RESTORATION
2" FM TO CROSS UNDER EX. WM
WITH MIN. 18" CLEARANCE
(PUBLIC)
x
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—
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OE —
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(PUBLIC) 7.0' TYP.
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R/V\— — R/W
NOW OR FORMERLY
TERRY R TUCKER &
ROSE P TUCKER
DB 12430, PG 49
PIN:5660-95-6392
TRACT 1
MB 72, PG 107
3435 HIGHWAY73 E
CONCORD, NC 28025
ZONED "RH"
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(HEAD OF LINE,
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6"X 8" REDUCER
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RECONNECT TO PROP. 8" WM
LEGEND
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PROPOSED CONCRETE AREAS
PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
RIP RAP
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
—R/W
RIGHT OF WAY LINE
PROPERTY LINE
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EASEMENT LINE
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UTILITY NOTES
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
2. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING
CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL
UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
3. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.
CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
BETWEEN ANY WATER METER AND BACKFLOW PREVENTER.
4. ANY UTILITY CONSTRUCTION SHALL CONFORM TO WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
STANDARDS.
5. TRACER WIRE, IN ACCORDANCE WITH THE TOWN OF MT. PLEASANT AND THE WATER AND SEWER
AUTHORITY OF CABARRUS COUNTY (WSACC) STANDARD SPECIFICATION FOR WATER DISTRIBUTION AND
SANITARY SEWER COLLECTION SYSTEMS, LATEST EDITIONS SHALL BE INSTALLED ON ALL WATER AND SEWER
LINES, AND WATER AND SEWER SERVICES.
6. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING LIGHT AND/OR UTILITY POLES. ALL EXISTING
FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE APPLICANT.
7. EACH BACKFLOW PREVENTER IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM IN SERVICE.
8. DRAIN PORT REQUIREMENTS:
MINIMUM ELEVATION DIFFERENCE OF 6" MUST BE MAINTAINED BETWEEN THE RP'S DISCHARGE OUTLET
AND THE TOP OF ALL DRAIN PORTS. DRAIN PORT FOR 1-1/2" ABOVE GROUND RP ENCLOSURE MAY BE
RECTANGULAR OR CIRCULAR. RECTANGULAR DRAIN PORT SHALL BE 3"H X 6-1/2"W MINIMUM. CIRCULAR
DRAIN PORT SHALL BE TWO (2) 4" DIAMETER OPENINGS. WHEN NECESSARY TO INSTALL 2 OR MORE DRAIN
PORTS, THEY SHOULD BE INSTALLED TOGETHER ON THE SAME SIDE OF THE ENCLOSURE SO AS TO AVOID
CREATING THE OPPORTUNITY FOR CROSS DRAFTS.
9. NO PERMANENT INSULATION MAY BE INSTALLED ON THE BP ASSEMBLY. HEAT TO BE PROVIDED FOR ALL
ABOVE -GROUND DOMESTIC AND COMBINATION SERVICE BP ENCLOSURES TO PREVENT FREEZE DAMAGE.
ENCLOSURES FOR ABOVE -GROUND BP INSTALLATIONS SERVING A FIRE PROTECTION SYSTEM ARE REQUIRED
BY THE FIRE DEPT. TO BE HEATED (MAINTAIN A MIN. OF 40 DEGREES FAHRENHEIT).
10. THE GRAVITY SEWER SYSTEM, SEWER PUMP STATION AND FORCE MAIN SHALL BE DESIGNED IN
ACCORDANCE WITH THE TOWN OF MT. PLEASANT STANDARDS AND THE NC DIVISION OF WATER QUALITY
MINIMUM DESIGN CRITERIA FOR SEWER LIFT STATIONS AND FORCE MAINS.
11. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE OPERATION OF THE SEWER LIFT STATION
AND THE GRAVITY SEWER FROM THE LIFT STATION UP TO AND INCLUDING MH S2. THE TOWN WILL
OPERATE AND MAINTAIN THE REMAINDER OF THE GRAVITY FLOW SANITARY SEWER.
12. THE WATER DISTRIBUTION SYSTEM AND THE SEWER COLLECTION SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH THE TOWN OF MT. PLEASANT AND THE WATER AND SEWER AUTHORITY OF CABARRUS
COUNTY (WSACC) STANDARD SPECIFICATION FOR WATER DISTRIBUTION AND SANITARY SEWER COLLECTION
SYSTEMS, LATEST EDITIONS.
13. PUMP STATIONS AND FORCE MAINS SHALL COMPLY WITH THE NCDWQ MINIMUM DESIGN CRITERIA FOR
THE FAST -TRACK PERMITTING OF PUMP STATIONS AND FORCE MAINS.
OPEN CUT PAVEMENT RESTORATION
1. UTILITY TRENCHES TO BE BACKFILLED WITH EXCAVATABLE FLOWABLE FILL (SEE DETAIL SHEET 8.3).
2. SURFACE RESTORATION TO MATCH EXISTING PER NCDOT STANDARDS FOR ROADWAY IMPROVEMENTS.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
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DATE: 10-07-2019
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INV IN: 668.09 (S5)
INV IN: 668.09 (S4)
INV OUT: 667.89 (S2)
INV IN: 667.59 (S3)
INV OUT: 667.59 (S1)
IN: 667.29 (S2)
INV
0+00
PROP. 2" FM
SDR 13.5 PVC
(PRIVATE)
N
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V/
15.00 L SDR 35L
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S53030'39"E
1+00
40 0 20 40
Horizontal
Vertical
Horizontal Scale 1 inch = 40 ft.
Vertical Scale 1 inch = 4 ft.
2+00
3+00
80 160
690 700
680 690
670 680
O(B)
660 670
650
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660
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INV IN: 668.09 (S4)
INV OUT: 667.89 (S2)
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40 0 20 40
Horizontal
Vertical
Horizontal Scale 1 inch = 40 ft.
Vertical Scale 1 inch = 4 ft.
24" RCP I lILu
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S3 - 8" SAN. SWR.
48" SSWR MH N36°29'21"E
STA: 0+45 S5 tiC
RIM=676.11 w nn/a 48" SSWR MH W
(PROP. 50' PUBLIC R/W)
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18" RCP
L PROP.
8" WM
14 13 12 11
10 9 8 7 6
30 0 15 30 60
( IN FEET )
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STA: 3+52.50
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PROP.
2" WM
5
4
3
2
1
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PROP. 8" WM
1+00
700
DUT: 675.15 (2)
670
660
1+50
80 160
11
12
13
14
15
16
PROP.
PROP.
8" WM
2" WM
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48" SSWR MH
STA:1+28.35
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\ PROP. SDR 13.5 PVC 2" FM x _ x-
� (PRIVATE)
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
1,88£-0 # N&A
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SANITARY
SEWER PLAN
AND PROFILE
SHEET:
C8s 1 1

GROUND
-
BOLT(S) ON MH FRAME.
PROVIDE BOLTDOWN COVER(S),
SANITARY
CI NO -HUB CAP
ONLY WHERE SPECIFIED
>_ -Q
SEWER MAIN
SS BAND
CONCRETE
(UNDER)
10$-0"
VARIES
PROTECTOR RING
MIN
(0" MIN- PLACE MASTIC VARIES
(0" MIN-
12" MAX) BETWEEN GRADE1-12"
SEE NOTE 1
MAX)
SANITARY
RINGS
SEWER
TRACER WIRE
MAIN
SCH 40 PVC
GRADE RINGS
WATER MAIN WATER
AS REQUIRED
(OVER) MAIN
611
CONE SECTION
° a
MH STEPS
EDGE OF PAVEMENT
15" O.C. (TYP)
III=II I=III=III=III= -III=III=11
2-PIECE TYPE
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VALVE BOX PERFLAT
SPECIFICATIONSCH
SLAB UPPER SECTION
40 PVC
FOR VALVENOT
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ONLY WHERE DEPTHS WILL
PERMIT CONE SECTIONS
WATE=
WATERADAPTOR
AS
EALLOWED
MH STEPS
15 O.C. (TYP)
I_
MAIN MAI N
REQUIRED
3/4" PIPE
TRACER WIRE
SANITARY
SEWER
45• WYE
DIAMETER NOTES:
1 Q'-Q" SANITARY
MAIN SEWER
12" NIPPLE
1. MANHOLE RISERS AND CONE SECTIONS
MIN MAIN
4" X 4" X 4" WYE
°� SHALL CONFORM TO ASTM C-478,
• LATEST REVISION.
WATER VALVE
2'-0„
0 TRACER WIRE SCH 40 PVC AS REQUIRED
g�� • 2. TRANSITION RINGS SHALL HAVE A
-II= =III I��OFREcr�0
MINIMUM CLEARANCE OF 2'-0" ABOVE0THE
EFFLUENT OVERT ELEVATION.3.
7'ATER
SEE FIGURE S4.0 FOR DROP MANHOLE.
T-0" MIN
I I I- CD -_-
SEWER
� SAN ITARY
MAIN
4. FLEXIBLE WATERTIGHT, SYNTHETIC
NOTE:
�- SEWER MAIN
I - (OVER)
DR 35 PVC
SEWER RUBBER SLEEVES, WITH STAINLESS STEEL
I _
MAIN SHOWN
SEE NOTE 4 CLAMP; DRAW BOLT AND NUT; OR
1. USE PROTECTION RING IN SHOULDER OF ROAD.
SANITARY DUCTILE IRON
„ „
• 3 4" PIPE CAST -IN SLEEVE; OR A LOCK
/
SEWER WATER MAIN
CONNECTION SHALL BE FURNISHED FOR
MAIN
DIAMETER EACH PIPE TO MANHOLE CONNECTION.
NOTE:
5. SEE SPECIFICATIONS FOR MANHOLE
WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER MAIN, BUT WITH LESS THAN 18"
NOTES:
•� J..;: •.. DIAMETER.
CLEARANCE, OR WHEN THE SANITARY SEWER MAIN IS ABOVE THE WATER MAIN, BOTH THE
WATER MAIN AND THE SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON
1. THE LATERAL SHALL BE A MINIMUM OF 5'-0" BELOW THE EDGE OF
6. MAXIMUM HEIGHT OF GRADE ADJUSTMENT
PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL
PAVEMENT, EXCEPT WHERE DEPTH OF SEWER MAIN WILL NOT PERMIT.
RINGS SHALL NOT EXCEED 12".
DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE OF
THE CROSSING.
2. 4" SEWER LATERAL - MINIMUM GRADE 1.0%
STANDARD PRECAST
RELATION OF
WSACC
TYPICAL SEWER LATERAL
WSACC
CONCRETE MANHOLE
WSACC
VALVE BOX INSTALLATION
WSACC
WATER MAINS TO
WATER AND SEWER AUTHORITY
WATER AND SEWER AUTHORITY
WATER AND SEWER AUTHORITY
WATER AND SEWER AUTHORITY
SANITARY SEWER MAINS
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
FILE NAME: S1.0
DATE: 8�06
FILE NAME: S2.0
DATE: 8�06
FILE NAME: W1.0
DATE: 8�06
FILE NAME: W3.0
DATE: 8/06
N0.
N0.
N0.
N0.
SEE NOTE 3
FINISH GRADE
3/4" OR 1" TRACER WIRE SEE NOTE 2
ANGLE YOKE
VALVE
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PROTECTOR RING
IF IN SHOULDER
SEE NOTE 5
OF ROAD-
n
1" CONNECTOR
CONNECTOR LINE o
U
III=III=III=III=III -III=11I=1I III=III=III=III II I=II-I=III=1I
3/4" OR 1"
COPPER SERVICE
TRACER WIRE
°
D ° D °
' ° D D °• ,
DOUBLE CHECK VALVE z
SLEEVE -LONG
m
GATE VALVE PATTERN TAPPED
°
PLUG
EXISTING
WATER MAIN TRACER WIRE
WATER MAIN *24" MIN *24" MIN
OR SANITARY STORM SEWER
SEWER MAIN
SIDE VIEW
I
WATER MAIN
�
STANDARD VALVE BOX
STORM SEWER OR SANITARY
SEWER MAIN
TRACER WIRE
EXISTING 5't
VALVE NEW WATER MAIN
GENERAL NOTES:
* NOTE:
WSACC DETAIL W4.0 HAS BEEN MODIFIED TO REFLECT THE CURRENT TOWN OF MT. PLEASANT
1. REFER TO WSACC SPECIFICATIONS FOR ACCEPTABLE MANUFACTURES OF
MATERIALS.
1 " GALV
REQUIREMENT FOR 24" OF SEPARATION BETWEEN WATERLINES AND STORM DRAINAGE PIPE.
2. PROVIDE 12" BRASS NIPPLE PAST BOX.
PIPE
3. THE METER HOUSING SHALL BE MID STATE PLASTICS OR EQUAL;
CAP PLUG
NOTE:
3/4-INCH BOX MSBCF - 1118-12XL AND LID MSCBC-1118- RTR; AND
OI
TAPPED 1"
1-INCH BOX MSBCF-1324-12XL AND LID MSCBC-1324- RTR. METER BOX RIM
NOTES:
WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM
SHALL BE SET FLUSH WITH FINAL GRADE. THE WATER METER BOX ASSEMBLY SHALL
SEWER AND CONDITIONS PREVENT THE REQUIRED *24" MIN VERTICAL SEPARATION, THE
NOT BE LOCATED WITHIN A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
4. ALL APPURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS
1. INSTALL CONNECTOR LINE FROM EXISTING BLOW OFF ASSEMBLY TO NEW
WATER MAIN OR SANITARY SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION CONNECTION; SHALL BE
MAIN FOR FILLING, TESTING AND STERILIZING NEW MAIN.
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 10
INSTALLED BY THE UTILITY OWNER, UNLESS OTHERWISE SPECIFIED.
FEET ON EACH SIDE OF THE POINT OF CROSSING.
5. THE BASE OF THE METER BOX MUST HAVE AT LEAST 6-INCHES TO 8-INCHES OF
IIIII IIIII
2. CONNECTOR LINE TO BE ASSEMBLED WITH CHECK VALVE AND TO BE
#57 WASHED STONE.
OPERATED INDEPENDENT OF EXISTING MAIN.
90• ELBOW
3. BLOCKING ON EXISTING LINE NOT TO BE DISTURBED.
2" MAIN 1" CURB STOP
4. FINAL CONNECTION TO EXISTING MAIN TO BE MADE ONLY AFTER TOTAL
ZONING SETBACK
PROJECT IS ACCEPTED BY THE OWNER.
PROPERTY LINE
- - -
5. VALVES ON EXISTING SYSTEM TO BE OPERATED BY OWNER FORCES ONLY.
- -
f
6. ONLY ONE CONNECTION WILL BE ALLOWED BETWEEN THE EXISTING SYSTEM
MAR
AND THE NEW CONSTRUCTION UNTIL TESTING AND DISINFECTION IS COMPLETE.
S2 v
o�
PUBLIC WATER MAIN
TYPICAL LOCATION REQUIREMENT
WSACC
MAINS E ANDO SAN T RYT SEWER
WSACC
RESIDENTIAL WATER
WSACC
1 BLOW -OFF DETAIL
WSACC
JUMPER CONNECTION
WATER AND SEWER AUTHORITY
MAINS TO STORM SEWERS
WATER AND SEWER AUTHORITY
SERVICE METER
WATER AND SEWER AUTHORITY
WATER AND SEWER AUTHORITY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
REVISION
DATE
BY
CHKD
OF CABARRUS COUNTY
FILE NAME: W4 0
DATE: 8�06
FILE NAME: W6 0
DATE: 8�06
FILE NAME: W1 1.0
DATE: 8�06
FILE NAME: W 13.0
DATE: 2/08
NO.
NO.
NO.
NO.
i
*** 3 Days Before Digging *** 8-21-19
North Carolina 811 % •• •� _
••Y
811 or 1-800-632-4949 'ice ..••••• ���
Remote Ticket Entry ��/�Z� M • ������
http:Hnc811.org/remoteticketentry.htm //„���o
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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UTILITY
DETAILS
SHEET:
C8e2

TABLE OF EMBEDMENT
DEPTHS BELOW PIPE
NOTES:
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
CRUSHED ROCK, PEA GRAVEL COARSE
AGGREGATE SIZE NUMBER 57. EMBEDMENT
MATERIAL SHALL BE PLACED IN LAYERS NOT
MORE THAN 6" DEEP AND COMPACTED AS
SPECIFIED.
2. HAND PLACED EMBEDMENT SHALL BE
COMPACTED FINELY DIVIDED MATERIAL FREE FROM
ODEBRIS AND STONES.
3. EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL
J REINFORCING STEEL BE AN UNCOMPACTED LAYER FOR ALL
AS REQUIRED BY =Z� WHEN REQUIRED o INSTALLATIONS.
0 0 MANUFACTURER OF z Y ��� 1 1/4 Bc Z
Ld a O
Bc+ 8" MIN 4. REFER TO SPECIFICATIONS FOR GEOTECHNICAL
#57 STONE FIRE HYDRANT m CIO FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
FOR TRENCHES IN FINE SOILS EXTENDING BELOW
GRAVEL TO
6" ABOVE /\///�\\/�\�///�/� GROUNDWATER LEVEL.
z ! . o� °, ! 5. TRENCH OUTLINES DO NOT INDICATE ACTUAL
WEEP HOLE TRACER WIRE M
o ENCASEMENT TRENCH EXCAVATION SHAPE, SOIL CONDITIONS,
w MAY BE OR PRESENCE OF SHEETING LEFT IN PLACE.
PLACED TO EMBEDMENT MATERIAL SHALL EXTEND THE FULL
w FULL WIDTH OF THE ACTUAL TRENCH EXCAVATION.
:J,
o O o TRENCH
• :': • :': • :': • :'. WIDTH
°a °a CLASS A
D D
ARCH ENCASEMENT LEGEND
D D '
= Z Bc OUTSIDE DIAMETER OF PIPE
Z Y =g� H COVER ABOVE TOP OF PIPE
00
O D NOMINAL PIPE SIZE
COINCRAG OF of m �(oz a EMBEDMENT BELOW PIPE (SEE TABLE)
VSTONE PAD HYDRANT TEE HAND PLACED EMBEDMENT
Ld , is
GATE VALVE o
GRANULAR EMBEDMENT
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CONCRETE
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RESTRAIN WITH a Q 7
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TRACER WIRE C0
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CLASS C CLA S D
WSACC HYDRANT SETTING WSACC EMBEDMENTS FOR MAINS
WATER AND SEWER AUTHORITY WATER AND SEWER AUTHORITY
EVISION DATE BY CHKD OF CABARRUS COUNTY REVISION DATE BY CHKD OF CABARRUS COUNTY
NO. FILE NAME: W10.0 DATE: 8/06 NO. FILE NAME: WS 1.0 DATE: 8/06
a
a
D
MIN
MIN
SOIL
ROCK
27" & SMALLER
6"
6"
30" TO 60"
6"
9"
66" & LARGER
6"
12"
WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
)t1w uu1 «iai�rv� rnv_Wrl i
PERPENDICULAR TO SURFACE
w NOTE #5.�
N0.
CONCRETE TO MATCH
NOTE #5.
SEE NOTE 4
EXISTING SECTION
r,"... _.
FULL DEPTH NCDOT STANDARD \`
/
.• ' �.
� '' •� ".
° •'
MILL CURED EXCAVATABLE PLOWABLE
EXCAVATABLE PLOWABLE FILL
.� � ' �
�
(CONCRETE) OR AS SPECIFIED BY
\
:.� -r 6_4
�''
"
\ FILL AND EXISTING ROADWAY SURFACE
\ TO ENSURE 2" MINIMUM SURFACE
NCDOT.
SECURE TRENCH WITH TRAFFIC /
BEARING ROAD PLATES OR H-20 \
o I •: ' . •
w
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¢ i,i
.
''
/ COURSE S9.5C—PRIMARY INSTALLATION
ACROSS AFFECTED ROADWAY. EXTENTS
a' ° '
¢
.r
OF MILLING SHALL BE A5 INDICATED
LOAD RATED STEEL PLATES OVER
'* ro .,
m
�.
'
TRENCH FOR 72 HRS DURING CURING
_
�•''. "�
¢
_ '� :
_•
BY NOTE 5, OR AS DIRECTED BY
O RE—ESTABLISH THE
OF CONCRETE. ASPHALT RAMPS TO BE \
'
x O
,
\
INSTALLED ON EACH SIDE OF PLATES /
AND NCDOT STANDARD "BUMP"
••`
R �.' > ''�
..
'`•.
ROADWAYNCDOT
. .
\
WARNING SIGNAGE PLACED IN
ACCORDANCE WITH NCDOT TRAFFIC
•'
STANDARDS.
'\'
p
"•'
\
AFTER THE CONCRETE FILL IS CURED,
. t • _'
,"o .
�'
REMOVE PLATES AND MILL AND PATCH /
•
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/
ROADWAY. \
•,.• •''� ..rp'.
.b:
EMBEDMENT
U]
(SEE SPECIFICATIONS i
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0
FOR TYPE, COMPACTION,
\ a
AND BLOCKING IF NEEDED) i
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NCDOT TYPICAL UTILITY CUT REPLACEMENT DETAIL
NOTES SCALE: NONE
1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO THE CURRENT NCDOT
SUPERPAVE MANUAL STANDARDS, OR WITH PRIOR APPROVAL
BY NCDOT TO MATCH EXISTING
CONSTRUCTION, WHICHEVER IS THE MORE RESTRICTIVE OR AS
SPECIFIED BY THE CONTRACT
DOCUMENTS.
2. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND
FILL REQUIREMENTS.
3. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE
WIDTH OF PAY LIMITS SHALL
APPLY TO STONE AND CONCRETE PAVEMENT AS WELL.
4. PAVEMENT TO BE SAW CUT PERPENDICULAR TO SURFACE. FACE
TO BE NEAT, CLEAN, &
STRAIGHT. AFTER EXCAVATABLE FLOWABE FILL HAS CURED, THE
SURFACE IS TO BE MILLED,
CLEANED, AND TACKED PRIOR TO ASPHALT PATCH INSTALLATION PER NCDOT STANDARDS.
5. ROADWAY PATCHES SHALL EXTEND AT LEAST A MINIMUM OF
2 FEET BEYOND THE TRENCH
AND 3 FEET BEYOND THE TRENCH AT CURB CUTS, OR AS REQUIRED BY NCDOT.
REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTER ----7
WYE STRAINER
FLANGE ADAPTOR \
COUPLING
I�� DRAIN
EXISTING END OF
u� PORT
LINE VALVE
FLOW
�
12' MIN.
30" MAX.
LENGTH
AS REQUIRE
PLAIN END
DIP
SECTION
//\//
90• MJ BASE
MECHANICAL
BEND WITH
RESTRAINT
EXISTING
WATER LINE
=J BRACING
AS REQUIRED
BACKFLOW DEVICE
A
4"
6'-3"
6
9'
8"
1 1'-2"
REVISSION DATE I BY I CHKD
WATER MAIN SIZE
B
6"
17"
8"
191,
12"
22"
16"
26"
24
32"
WSACC
WATER AND SEWER AUTHORITY
OF CABARRUS COUNTY
NOTE: THIS VALVE WILL
BE CLOSED DURING
PRESSURE TEST.
90• F/F BEND WITH 3/4"
TAP FOR DISINFECTANT
WATER SUPPLY
GATE VALVE F/F
(OPTIONAL)
NOTE: THIS VALVE WILL BE
CLOSED DURING
DISINFECTANT INJECTION
AND MUST BE OPEN
DURING PRESSURE TEST.
FLANGE ADAPTOR COUPLING
-TAP FOR DISINFECTANT
INJECTION AND PRESSURE TEST
PLAIN -END DIP SECTION
OR PE/PE REDUCER
ROMAC 501 COUPLING
OR EQUAL
WATER MAIN
SIZE
MIN. BACKFLOW
DEVICE SIZE
MIN. END OF LINE
BLOWOFF
6" OR 8"
2"
2"
12"
4"
2.5
16"
6"
4"
24"
8"
6"
BACKFLOW PREVENTOR
BY-PASS CONNECTION FOR
FILLING NEW WATER MAINS
FILE NAME: W2.0 DATE: 8/06
* * * 3 Days Before Digging
North Carolina 811
811 or1-800-632-4949
Remote Ticket Entry
http:Hnc811.org/remoteticketentry.htm
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
1,99E-0 # N&A
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UTILITY
DETAILS
SHEET:
C8.3

INLET FITTING
NEMA 4X
ALUMINUM HATCH
(LOCKABLE)
VENT WITH STAINLESS
STEELSCREEN
INTERIOR OF THE STATION
FENCING SHALL HAVE 6"
MINIMUM THICKNESS OF NO.
57 STONE OVER A 6MIL PLASTIC
LINER.
110"
CONCRETE
BALLAST COLLAR
CAST IN PLACE
TnD \/IC\A/
ELEV 676.46
12"
NOTE: SEE PLAN VIEW FOR
ORIENTATION OF J-BOX
INLET FITTING
8" SDR-35
INVERT ELEV 667.29
ELEV 666.29
UPPER GUIDE -
BRACKET, SST
FLOAT BRACKET,
SST
VALVE STEM
EXTENSION
2" NPT CONDUIT
FLANGE
GUIDE RAILS, 1" SST
SST LIFT
CABLE
SST LIFT
BAI L
18"
LIBERTY PUMPS
LSG200
° a a 2HP GRINDER
PUMP (DUPLEX)
a
POST CAP
PRIVATE GRINDER PUMP REQUIREMENTS:
3" 0 SCH40 GALVANIZED STRUT (TYP) Management Entity:
GALVANIZED POSTS RED ALARM LIGHT VAPOR PROOF, Required that the Operation and Maintenance of the pressure sewer system
EXTERNAL MOUNT VISUAL AND be the responsibility of a central management entity, public or private, prior
AUDIBLE ALARM. to being placed into service.
(SECTION 5.03B c. COMPLIANT)
STAINLESS STEEL
CLAMPS (TYP)
CONTROL CABINET
W/ PAD LOCK BRACKET
Minimum Requirements:
1. A phone number(s) for service calls.
2. Ability to pumpout and dispose of wetwell contents.
3. Periodic inspection of units.
4. Emergency repairs.
5. Pressure valve inspections, testing and periodic cleaning.
6. Maintenance of sufficient spare parts.
Minimum Spare Parts and Equipment Inventories:
2" SDR 13.5 PVC PU's Installed Spares Required
1-10 1
" GATE VALVE 11-20 2
21-40 3
SE FLANGE, 2" 41-60 4
61-100 5
101-200 6
>200 3%
SEAL OFFS
THE PUMP STATION
H
2" 0 (MIN.) PVC
CONTROL PANEL
CONDUIT FOR
SHALL BE MOUNTED
MOTORS &
ABOVE THE 100
FLOAT CONTROL
YEAR FLOOD
LINES
ELEVATION.
2" 0 (MIN) PVC
CONDUIT FOR
UNDERGROUND
SERVICE
FIBERGLASS COVER
r HARDWARE, SST '
6"
COVER TO GRADE
90° SWEEP (TYP)
36"
3' MIN.
IDISCHARGE
12" MIN.
2" SDR 13.5 PVC
" GATE VALVE
CLASS "I" CONCRETE BASE
FLANGE,
(2,500 PSI)
NOTES:
2" SCH80 PVC
1.
THE CONTROL PANEL SHALL BE DESIGNED AND SUPPLIED BY
THE EITHER THE PUMP MANUFACTURER OR THE PUMP
STATION SUPPLIER.
2.
ALL COMPONENTS OF THE CONTROL PANEL SHALL BE IN
COMPLIANCE WITH THE REQUIREMENTS OF DEQ.
2" SCH80 PVC
3.
PROVIDE GROUND PER CONTROL PANEL MANUFACTURE'S
REQUIREMENTS.
4.
LOCATE THE CONTROL PANEL 3' MIN. FROM THE WET WELL.
5.
CONTROL PANEL SHALL BE PROVIDED WITH A MANUAL
2" BALL CHECK VALVE
TRANSFER SWITCH WITH EASY ACCESS REVERSE PIN PORTABLE
VERTICAL ORIENTATION
GENERATOR RECEPTACLE AND WEATHERPROOF COVER.
CONTROL PANEL DETAIL
�1-1/4"x2"BASE UNIT
LEVEL CONTROL
FLOATS (TYP)
ELEV 666.29
ELEV 665.79
a a a
a
° ELEV 664.59 a
PROVIDE A 1.1 SUMP - PUMPS OFF °
18" AT THE BOTTOM OF ---_a a
THE WET WELL. a
° LIFTOUT BASE ELBOW
L/ < ELEV 663.59
(2" DISCHARGE)
a a
a
ANTI -FLOTATION
FLANGE, FIBERGLASS.­*?..:�-� VE � �-
�. `•�:' ,.. ~,:
WASHED 3/4" STONE
SECTION VIEW
NOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED ELEVATION AND ARE RELATIVE ONLY
TO THIS SITE. SEE PLAN SHEET C6.XX FOR THE REFERENCE POINT LOCATION.
2. WET WELL BASIN, PUMPS, BREAK AWAY FITTINGS AND COMPONENTS BASED ON A SINGLE
SUPPLIER/MANUFACTURER PACKAGED SYSTEM DESIGN.
3. OTHER PACKAGE SYSTEMS MAY BE USED WITH THE APPROVAL OF THE ENGINEER. ALL REQUESTS MUST
BE MADE IN WRITING PRIOR TO ORDERING THE PACKAGE SYSTEM.
4. SUBSTITUTED BASIN/PUMP PACKAGE SYSTEMS MUST MEET OR EXCEED THE STANDARDS OF THIS
DESIGN. ALL PUMPS SHALL SUFFICIENTLY MEET THE OPERATIONAL POINTS SHOWN ON THIS PLAN.
5. ALL SUBSTITUTED PACKAGE SYSTEMS MUST MEET THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE TOWN OF MT. PLEASANT.
6. THERE SHALL NOT BE ANY SPLICES IN EITHER THE POWER CORD OR FLOAT SWITCH CORDS WITHIN THE
WET WELL. ALL POWER CORDS SHALL BE CONTINUOUS WITHOUT ANY SPLICES BETWEEN THE
PUMPS/SWITCHES AND THE CONTROL PANEL.
7. THE BOTTOM OF THE WET WELL SHALL BE SLOPED AT A 1:1 SLOPE FROM THE SIDES TO THE BOTTOM.
ALLOW ENOUGH HORIZONTAL SPACE AT THE BOTTOM OF THE WET WELL FOR THE PROPER OPERATION
AND MAINTENANCE OF THE PUMPS AND RAILS. FACTORY INSTALLED SUMPS SHALL BE INTEGRAL TO THE
WET WELL.
8. ALL FITTINGS AND VALVES WITHIN THE VALVE VAULT SHALL HAVE A MINIMUM CLEARANCE OF 6" FROM
THE WALLS OF THE VAULT.
9. ALL PIPE AND FITTINGS WITHIN THE WET WELL AND VALVE VAULT SHALL BE SCHEDULE 80 PVC UNLESS
OTHERWISE NOTED.
10. PUMPS SHALL OPERATE IN A LEAD / LAG SEQUENCE. PUMPS SHALL ALTERNATE BETWEEN STARTUPS.
N.T.S.
CONTROL PANEL MINIMUM MONITORING REQUIREMENTS:
• Pump failure.
• Wastewater level sensing failure (if applicable).
• High-water in the wet well.
• High-water level in the dry well sump (if applicable).
• Loss of telemetry transmission line (if applicable).
• Loss of power supply.
• Automatically -activated stand-by power generation source failure (if applicable).
PUMPING STATION DATA TABLE
LIFT STATION NUMBER
1
PRIMARY
CONDITION
PUMPING CAPACITY
G.P.M.
38.8
TOTAL HEAD (±)
FEET
65.8
MIN. SOLIDS PASS. IMPELLER
INCHES
2"
PUMP MODEL NUMBER
NO.
LSG200
PUMP IMPELLER
IN
N/A
PUMP SPEED
R.P.M.
3450
MOTOR NAMEPLATE H.P.
H.P.
2
VOLTAGE REQUIREMENTS
VOLT/PH
230/1
PUMP DISCHARGE SIZE
IN
1-1/4"
# OF PUMPS *
DUPLEX
2
TOP OF WET WELL ELEV.
ELEV."A"
676.46
INFLUENT PIPE INV. ELEV.
ELEV."B"
667.29
ALARM SIGNAL ON ELEV.
ELEV."C"
666.29
PUMP 2 ON ELEV.
ELEV."D2"
666.29
PUMP 1 ON ELEV.
ELEV."D1"
665.79
PUMPS OFF ELEVATION
ELEV."E"
664.59
BOTTOM OF WET WELL
ELEV."F"
663.59
PUMP MANUFACTURER
LIBERTY
* PUMP SHALL ALTERNATE BETWEEN ON/OFF CYCLES
Pump Station Signage:
1. Signage is required in a conspicuous location at the pump station. The
print should be a minimum 1" black block letter size and set indelibly to a
flat contrasting color surface. It shall read (with appropriate phone
numbers inserted) as follows:
FOR EMERGENCIES CALL...
FOR PUMP OUT CALL...(***)***-****
FOR MAINTENANCE CALL...(***)***-****
TO REPORT POLLUTION, CALL Town of Mt. Pleasant [phone]
• Must use Grinder Pump(s) (GPs).
• Minimum Storage Capacity - 50 gallons.
• Minimum Peak Design Velocity - 2.5 ftls.
• Electrical Connections to the main panel must be in accordance with local
construction codes.
• Controls shall be located in full view of the PU and contained in a lockable
or tamper free and weatherproof box. A NEMA 4X fiberglass control
panel, UL Listed, shall be furnished with each pumping unit. Panels shall
meet the following requirements:
a. Enclosure shall be lockable by means of two high quality combination
stainless steel latches and padlock hasps.
b. An alarm light shall be mounted on the top of the enclosure.
c. A lightning arrestor will be required to be placed ahead of the control
panel.
• Capacitors and start relays must be located in a separate control panel
enclosure.
• Pump Motor Connections must be water -tight.
• All GPs shall be standard commercial Shop -tested to include visual
inspection to confirm construction in accordance with the specifications
for correct model, horsepower, cord length, impeller size, voltage, phase
and hertz.
• Lift station shall be equipped with a manual transfer switch and portable
generator quick connect receptacle and a telemetry system with a battery
back-up capable of contacting the applicant when the power supply is not
available.
Minimum Requirements:
• Switches:
> Simplex - Off, On and Alarm
• Duplex - Off, I On, 2 On, Alarm
• Lifting Chain
• Valve on Force Main
• Concrete Collar
• Tank Risers and wetwell covers shall be secured
• The pump and seal housing chambers should be tested for moisture and
insulation defects.
• Vertically mounted check valves shall be ball valve type.
• Valves located interior to the wetwell shall be arranged horizontally with
valve stem extensions to facilitate operation of the valve without entering
the wetwell.
3" OR LESS DIAMETER FORCE MAIN SPECIFICATIONS:
1. Polyvinyl chloride (PVC) Restrained Joint Pressure Pipe 2" thru 3" shall be
D2241/RJ (DR 13.5) Certa-Lok.
2. All pipe connections and fittings shall be D2241 (DR 13.5) Certa-Lok
restrained joints. Pipe shall be green in color.
3. PVC force mains shall be installed in accordance with ASTM D-2321 or
AWWA D-2774, latest revision.
NOTES:
1. THE GRAVITY SEWER SYSTEM, SEWER PUMP STATION AND FORCE
MAIN SHALL BE DESIGNED IN ACCORDANCE WITH THE TOWN OF MT.
PLEASANT STANDARDS AND THE NC DIVISION OF WATER QUALITY
MINIMUM DESIGN CRITERIA FOR SEWER LIFT STATIONS AND FORCE
MAINS.
2. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE
OPERATION OF THE SEWER LIFT STATION AND THE GRAVITY SEWER
FROM THE LIFT STATION UP TO AND INCLUDING MH S2. THE TOWN
WILL OPERATE AND MAINTAIN THE REMAINDER OF THE GRAVITY
FLOW SANITARY SEWER.
3. THE WATER DISTRIBUTION SYSTEM AND THE SEWER COLLECTION
SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF
MT. PLEASANT AND THE WATER AND SEWER AUTHORITY OF
CABARRUS COUNTY (WSACC) STANDARD SPECIFICATION FOR WATER
DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, LATEST
EDITIONS.
4. PUMP STATIONS AND FORCE MAINS SHALL COMPLY WITH THE
NCDWQ MINIMUM DESIGN CRITERIA FOR THE FAST -TRACK
PERMITTING OF PUMP STATIONS AND FORCE MAINS.
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, INC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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DETAILS
PRIVATE GRINDER PUMP STATION DETAIL
N.T.S.
SHEET:
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LEGEND
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
°
PROPOSED CONCRETE AREAS
PROPOSED PAVEMENT
PROPOSED MILL & RESURFACE
RIP RAP
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
SSE
SANITARY SEWER EASEMENT
SDE
STORM DRAIN EASEMENT
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
BMP
BEST MANAGEMENT PRACTICE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
—R/W
RIGHT OF WAY LINE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
—PCCE--PCCE
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
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PLANT DETAILS
PLANT SCHEDULE
NOTES
1. REMOVE WIRE AND NYLON TWINE FROM
BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT
IMMEDIATELY AFTER INSTALLATION.
3. DO NOT STAKE OR WRAP TRUNK UNLESS:
3.1. TREE HAS A LARGE CROWN
3.2. PLANTING SITE IS CONSISTENTLY WINDY
OR IS A STEEP SLOPE
3.3. PLANTING SITE IS SUSCEPTIBLE TO
VANDALISM.
4. REMOVE ALL TAGS AND LABELS FROM PLANT
MATERIAL.
5. PRUNE DEAD, BROKEN, RUBBING OR
CROSSING BRANCHES, AND ANY SUCKERS
AFTER PLANTING. DO NOT TOP TREES.
ROOT CROWN TO BE 1 "-3"
ABOVE FINISH GRADE. ALL
EXCESS SOIL TO BE REMOVED.
4" HIGH BY 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOT BALL.
REMOVENER AND CUT
GIRDLING IROOTS WHEN III
CONTAINER GROWN OR REMOVE
TOP %3 OF BURLAP AND WIRE
BASKET IF BALLED AND BURLAPED.
PLANTING PIT TO BE ONLY AS DEEP
AS ROOT BALL. LEAVE AN
UNDISTURBED SOIL BASE
UNDERNEATH
� IIIIII
MINIMUM 2x ROOT BALL WIDTH
MAXIMUM 3" MULCH LAYER TO FILL ENTIRE
PLANT BED AS SPECIFIED ON PLAN. KEEP
MULCH 1 "-3" AWAY FROM TRUNK.
AMENDED SOIL AS SPECIFIED.
FILL HOLE HALFWAY, WATER
ROOT BALL TO SETTLE SOIL,
FINISH BACKFILLING
FINISH GRADE
SCARIFY PLANT PIT WALLS
KEY
QUAN.
BOTANICAL NAME
COMMON NAME
SIZE
CONT.
COMMENTS
TREES
°
9
Acer saccharum
Sugar Maple
2"-2.5" Cal.
B & B
Min. 10'- 12' Height at time of planting
6
Platanus acerifolia
London Planetree
2"-2.5" Cal.
B & B
Min. 10'- 12' Height at time of planting
10
Prunus serrulata 'Kwanzan'
Kwanzan Cherry
1.5"-2" Cal.
B & B
Min. 6'- 8' Height at time of planting
14
Ulmus parviflora 'Emer II'
Allee Elm
2"-2.5" Cal.
B & B
Min. 10'- 12' Height at time of planting
SHRUBS
11
Camellia japonica
Camellia
3'-3.5' Ht.
Cont./B&B
16
Prunus laurocerasus 'Schipkaensis'
Schip Laurel
3'-3.5' Ht.
Cont./B&B
Mature Height 10'; mature width 15'; planted T O.C.;Evergreen.
32
Ilex x 'Emily Brunner'
Emily Brunner Holly
3'-3.5' Ht.
Cont./B&B
24
Pittosporum tobira
Pittosporum
3'-3.5' Ht.
Cont./B&B
36
Viburnum rhytidophyllum
Leatherleaf Viburnum
3'-3.5' Ht.
Cont./B&B
Mature Height 15'; mature width 10'; planted 5' O.C.;
Evergreen.
REQUIRED CALCULATIONS
BUFFER YARD REQUIREMENTS:
15-FOOT WIDE BUFFER YARD "B" ALONG SKYLAND DRIVE (415 LINEAR FEET):
REQUIRED:
MINIMUM 0.7 POINTS PER LINEAR FEET OF BUFFER : 291 POINTS
SHADE TREES: 1/75 LINEAR FEET : 6 SHADE TREES
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) ORNAMENTAL TREES: 1/100 LINEAR FEET :5 ORNAMENTAL TREES
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12'-14' 16' 24" 16"
PROVIDED:
3" 14'-16' 18' 32" 21"
SHADE TREES: 6 x 12 POINTS: 72 POINTS
ORNAMENTAL TREES: 10 x 6 POINTS: 60 POINTS
LARGE SHRUBS: 43 x 3 POINTS: 129 POINTS
TYPICAL TREE PLANTING MEDIUM SHRUBS: 24x2POINTS: 48 POINTS
(FOR SINGLE AND MULTI -STEM TREES) NOT TO SCALE 309 POINTS
NOTES:
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANTS.
2. PLANT ROOT BALL SHOULD BE
INSTALLED 1"-3" MAXIMUM ABOVE
FINISHED GRADE.
3. WATER EACH PLANT IMMEDIATELY
AFTER INSTALLATION AND BEFORE
INSTALLATION OF MULCH.
PLANT BED EDGES
TO BE SPADE CUT
PLANT BED EDGE
SPACING VARIES AS SHOWN
ON LANDSCAPE PLAN
s,
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ELEVATION
W W_10\TII aLTA
TYPICAL SHRUB PLANTING
MAXIMUM 3" MULCH LAYER TO FILL
ENTIRE PLANT BED AS SPECIFIED
ON PLAN. MULCH TO BE PULLED
2"-4" AWAY FROM BASE OF EACH
PLANT.
CONTAINERIZED PLANTS
SHALL BE REMOVED
ENTIRELY FROM THEIR
CONTAINERS. BALL AND
BURLAP PLANTS SHALL
HAVE THE TOP %2 OF THE
WIRE CAGE AND BURLAP
REMOVED.
PLANTING BED SOIL
SHALL BE AMENDED AS
SPECIFIED.
FIRM SOIL UNDER EACH
PLANT BALL.
TYP. STAGGERED ROWS
EDGE OF PLANTING BED
JETWEEN
EACH PLANT VARIETY
NOT TO SCALE
PLANT NOTES
8-FOOT WIDE BUFFER YARD "A" ALONG WESTERN BOUNDARY (366 LINEAR FEET
8-FOOT WIDE BUFFER YARD "A" ALONG EASTERN BOUNDARY (465 LINEAR FIE
MINIMUM 0.2 POINTS PER LINEAR FEET OF BUFFER : 74 POINTS MINIMUM 0.2 POINTS PER LINEAR FEET OF BUFFER : 94 POINTS
SHADE TREES: 1/100 LINEAR FEET : 4 SHADE TREES SHADE TREES: 1/100 LINEAR FEET : 5 SHADE TREES
PROVIDED: PROVIDED:
SHADE TREES: 4 x 12 POINTS: 48 POINTS SHADE TREES: 5 x 12 POINTS: 60 POINTS
LARGE SHRUBS: 19 x 3 POINTS: 57 POINTS LARGE SHRUBS: 33 x 3 POINTS: 99 POINTS
105 POINTS 159 POINTS
STREET TREES
PLANT INSTALLATION & MAINTENANCE NOTES:
1. ALL LANDSCAPING SHALL BE OF NURSERY STOCK QUALITY AND SHALL BE INSTALLED IN A SOUND,
WORKMANLIKE MANNER AND ACCORDING TO ACCEPTED GOOD PLANTING PROCEDURES.
2. ALL LANDSCAPING SHALL BE ADAPTABLE TO CLIMATIC CONDITIONS OF THE AREA.
3. LARGE TREES SHOULD NOT BE PLANTED WITHIN EASEMENTS AND A MINIMUM OF 6' FROM UTILITY
LINES, UNLESS OTHERWISE SPECIFIED BY REVIEWING AGENCY. SHRUBS MAY BE PLANTED IN
EASEMENTS, BUT A MINIMUM OF Y FROM UTILITY LINES, UNLESS OTHERWISE SPECIFIED BY
REVIEWING AGENCY.
4. ALL LANDSCAPING SHALL BE MAINTAINED IN GOOD CONDITION.
5. ALL LANDSCAPING SHALL AT ALL TIMES PRESENT A HEALTHY, NEAT, CLEAN, ORDERLY, DISEASE -FREE
AND PEST -FREE APPEARANCE.
6. ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS AT ALL TIMES.
7. EXCESS SOIL SHALL BE DISPOSED OF IN A LEGAL MANNER.
8. ANY DEAD PLANT MATERIAL OR MATERIAL THAT FAILS TO SHOW HEALTHY GROWTH MUST BE
REMOVED WITHIN 30 DAYS.
9. REPLACEMENT OF REMOVED PLANT MATERIAL MUST TAKE PLACE WITHIN 90 DAYS OF REMOVAL OR
NOTIFICATION BY THE CITY, WHICHEVER OCCURS FIRST.
10. ANY REPLACEMENT PLANT MATERIAL MUST MEET THE SIZE AND OTHER CHARACTERISTICS OF NEWLY
PLANTED MATERIAL.
11. IF USING STAKES AND GUYS SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND
SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT WITH AN
ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE -COVERED WIRE. AFTER THE WARRANTY
PERIOD HAS ENDED, STAKES AND GUYS SHALL BE REMOVED.
12. CONTRACTOR IS RESPONSIBLE TO CONTACT MISS UTILITIES (811) 48 HOURS PRIOR TO
COMMENCEMENT OF WORK. CONTACT LANDSCAPE ARCHITECT IF FIELD CONFLICTS/DISCREPANCIES
ARISE.
13. CONTRACTOR RESPONSIBLE TO VERIFY PLANT COUNTS. PLANTING PLAN SHALL GOVERN IN THE CASE
OF A CONFLICT.
14. ALL PLANTS SHALL MEET OR EXCEED STANDARDS AS DETERMINED BY THE AMERICAN STANDARD OF
NURSERY STOCK.
15. CONTRACTOR SHALL WARRANTY ALL PLANTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE.
16. WHEN POSSIBLE, PLANTING SHALL BE INSTALLED BETWEEN SEPTEMBER 1 -JUNE 30TH AND IN
FAVORABLE WEATHER CONDITIONS. WHEN PLANTING MUST BE PERFORMED OUTSIDE OF SPECIFIED
DATES, PLANTS MUST BE WATERED ON A REGULAR BASIS TO ENSURE VIABILITY.
17. PLANT VARIETIES, SIZES AND LAYOUT SHALL CONFORM ACCURATELY TO THE LANDSCAPE PLAN.
CONTACT LANDSCAPE ARCHITECT FOR FIELD CONFLICTS.
18. DISTURBED AREAS SHALL BE SEEDED ACCORDING TO THE NOTES FOUND ON THIS PAGE.
19. PLANT SUBSTITUTIONS SHALL BE BROUGHT TO THE ATTENTION OF AND APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
20. MULCH USED ON -SITE SHALL BE OF A NON -DYED, NATURAL HARDWOOD VARIETY.
21. BUFFERS SHALL ACHIEVE OPACITY AT 6 FEET TALL WITHIN 3 YEARS.
22. DEVELOPER AND HOA TO KEEP STREET TREES TRIMMED TO A MINIMUM OF 8' FROM THE GROUND AT
THE ENTRANCE TO ENSUREAND MAINTAIN PROPER SIGHT DISTANCE.
REQUIRED:
SHADE TREES 1/100 LINEAR FEET
PROVIDED:
SHADE TREES: 14
TOPSOIL/ PLANTING MIX MINIMUM REQUIREMENTS:
1. TOPSOIL/PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH ADMIXTURE
OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND
OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY
CONDITION.
2. TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5-7.0 AND THE FOLLOWING
COMPOSITION:
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10%; MAXIMUM 35%
COMPOST*/ORGANIC MINIMUM 5%; MAXIMUM 10%
SILT MINIMUM 30%; MAXIMUM 50%
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 30%; MAXIMUM 45%
3. ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION
PROCESS
4. RECOMMENDATIONS:
5. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE SHOULD BE CORRECTED
AS NECESSARYTO INSURE PROPER TREE GROWTH AND SURVIVAL. THE FOLLOWING LEVEL OF NUTRIENT
ELEMENTS IS RECOMMENDED FOR PROPER GROWTH:
CALCIUM 55 - 80%
MAGNESIUM 10 - 30%
POTASSIUM 5 - 8%
SEEDING SCHEDULE FOR LAWNS & SLOPES (MAXIMUM 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
OR ANNUAL RYE
MAR 1 - APR 15 TALL FESCUE OR HARD FESCUE 300 LBS/ACRE
MAR 1 -JUL 15 HULLED COMMON BERMUDA GRASS 200 LBS/ACRE
OR HYBRID BERMUDA GRASS
OR CENTIPEDE GRASS
OR ZOYSIA GRASS
OR ST. AUGUSTINE GRASS
APR 15 -JUN 30 WEEPING LOVE GRASS 25 LBS/ACRE
OR BAHIA GRASS
JUL 1 - AUG 15 TALL FESCUE AND 120 LBS/ACRE
*** BROWNTOP MILLET 35 LBS/ACRE
*** OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
1,88£-0 # WiJI�
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NOTES AND
DETAILS
SHEET:
C981 1

SUGAR TREE DRIVE
(PROP. 50' PUBLIC R/W)
PROP. VALLEY
CURB
R28' R28'
�R25' I R25'
PROP. ADA
RAMP
PROP. 5' CONC.
SIDEWALK
20' II OP
40' R/W
BA a
R,W-
STORMWATER 4 a °
BMP
R/W
5' CONC.
1' _ SIDEWALK
I
5.5' LANDSCAPE 1 2' 6"
2.0% . I 2.0%
`4" THICK CONC. SIDEWALK
MAX. 3:1 SLOPE INCREASE TO 6" THICK AT
TO EXISTING DRIVEWAYS
GRADE
R25'
BMP EASEMENT
20' SSE
SUGAR TREE DRIVE
(PROP. 50' PUBLIC R/W)
�O
R28' R28'
PROP. VALLEY
CURB
R25'
20' OP 3 AREA FOR
FUTURE
40' �/W OFF-STREET
PARKING
R/W
I I
TURNAROUND DETAILS
NOT TO SCALE
CL R/W
25' I 25'
12' LANE 12' LANE I 2' 6" I 10.5'
�" 1/4" PER FT or 2%
2'-6" STANDARD
CURB & GUTTER
50' PUBLIC ROAD TYPICAL SECTION (NCDOT)
(PLATINUM DRIVE STA. 0+00.00 TO 0+55.60)
NOT TO SCALE
R/W
_ 25'
I
I 5' CONC.
1' SIDEWALK 6' LANDSCAPE 2'
I
6" 2" SURFACE COURSE
2.5" INTERMEDIATE COURSE
2.0%� 2.0%� �2.0%
12' LANE
1/4" PER FT or 2% i2 0%
FINAL LIFT TO BE SURFACE COURSE
PLACED DURING 2'-6" STANDARD
INITIAL 1 1/2" S9.5C
CONSTRUCTION. CURB & GUTTER
INTERMEDIATE COURSE
2 1/2" 119.00 MIN. 3" ASPHALT BASE
COURSE UNDER CURB
BASE COURSE (NCDOT B25.00)
2-3" LIFTS TYPE B25.00 ASPHALT.
- SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
NCDOT TYPICAL MINIMUM PAVEMENT SECTION
NOT TO SCALE
CL
25'
12' LANE
NOTE:
1. NO ON -STREET PARKING ALLOWED
2.0%,
4" THICK CONC. yy
SIDEWALK
MAX. 3:1 SLOPE INCREASE TO 6" THICK AT 2' CONC. VALLEY 8" AGGREGA
TO EXISTING DRIVEWAYS MIN. 5" AGGREGATE GUTTER CURB BASE COURSE
GRADE BASE COURSE UNDER
CURB
50' PUBLIC ROAD TYPICAL SECTION (NON-NCDOT)
NOT TO SCALE
TACK COAT
(SEE SECTION 1.E.4)
TYPICAL MINIMUM
PAVEMENT SECTION
NOT TO SCALE
TURNING SPACE/LANDING 1.5%
NOTES: (2% MAX.) CROSS -SLOPE AND
RUNNING SLOPE
1. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER TRANSITION.
2. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED THE
GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
z "
3. MAINTAIN POSITIVE DRAINAGE ALONG THE LIP OF GUTTER IN RAMP.
in ~
IN FLAT AREAS, ADDITIONAL CATCH BASINS MAY BE REQUIRED ON THE
SIDES OF THE RAMP TO MINIMIZE STANDING WATER AT THE RAMP
A
f►
SIDEWALK
-1
¢
1
¢1
2' 11'
6"
�2.0%
4" CONC. FILLED BOLLARDS CONCRETE SLAB 12" FROM FENCE
SPACED AT 4' O.C. POST. FILL GAP WITH MIN. 6" DEEP
18" FROM THE FENCE POST (TYP.) 3/4" STONE WITH LANDSCAPE FABRIC
UNDERLAY.
24'-3"
8'-1" 8'-1" 8'-1" 12"x 12" SQ.
VINYL FENCE 4"x 4"
CONCRETE
FOOTING
PANELS - POSTS (TYP) (TYP)
12
r,
O ° ° 1a0 ° ° O° ° 0 VINYL FENCE 00
a ° PANELS
4,
N ° a ° a a N
`� CHE:
i
DOME CONCRETE AT TOP
TOP RAIL 2" x 6" x 95"
i»
PICKET 7/8" x 7" x 60"
POST 5" x 5" x 107"
BOTTOM RAIL 2" x 6" x 95"
i»
FINISH GRADE
io
-TER SCHEDULE 40
LLARD. FILL WITH
FE..
ISION
COMPACTED SUBGRADE
24" DIAMETER 3000 PSI I
CONCRETE FOOTING
a° °
WITH CERTAGRAIN FINISH BY
°
a ° °
CERTAINTEED CORPORATION FENCE
THICKENED EDGE a °
° TI
`" DECK AND RAIL DIVISION OR
0
°a ° as
as ° ° ° (BOTH SIDES) 'n
APPROVED EQUAL COLOR TO BE TAN.
°
a a °Q °b
° °°
� ° ° a
° EXPANSION JOINT a ° °
°a
5'-3" POST CENTERS
2 �
'n
°
DUMPSTER SCREEN ELEVATION
r-
-
° a ° ° ° r-
-
TYP. BOLLARD DETAIL
NOT TO SCALE
i
6" DIA. GALV. FENCE (GATE) POST
---
J
a
° a---
: ° a L
EQUAL
EQUAL
FILLED WITH CONCRETE.
°
° °
GATES' ° °
° °
° °
°
2 X 4 VERTICAL
FENCE AND GATE
GATE POLES SHALL BE INSTALLED
a
° °
° a °° THICKENED
5' CONC. SIDEWALK
STILE BOTH SIDES
TO BE HORIZONTAL
IN FRONT OF END WALLS
a
° ° ° ° a EDGE
a 1" x 2" STEEL 3 X 3 X 1/4 GAL
AND PLUMB
a
RECTANGULAR TUBULAR STEEL TYP.
2 X 4 TOP RAIL
-VINY
° BLW LINE ° - -
OL
a ° TUBE SPACER, TYP.
VI
SLATS FENCE NOTE:
THICKENED o
EDGE
° ° ° ° ° a a°° °
° ° a a ° °°
_
1O
2 X 4 1. ALL HARDWARE TO BE GALVANIZED
MID RAIL UNLESS OTHERWISE NOTED.
a a O
8 °
°
°
°
° °
° ° ° °
z =
2. ALL STEEL POST AND GATE FRAME TO
°
°°
L w
BE PRIMED AND
°
THICKENED
PAINTED WITH 2 COATS EACH. COLOR
a
EDGE
TO BE SELECTED BY OWNER.
io O
o 3. ALL STEEL MEMBERS TO BE SHOP
"' 2 X 4 WELDED. PROVIDE SHOP DRAWINGS
3" x 1/4" ROUND BOTTOM FOR APPROVAL PRIOR TO FABRICATION
w w STOP PLATE, TYP. RAIL 4. ALL METAL FRAMING, POST AND
z z N HARDWARE TO BE PRIMED AND
PAINTED W/MIN. 1 COAT PRIMER, AND
Ou C7 20'-0" Ou 0 2 COATS FINISH. PAINT TO BE OIL
w = w BASED AND COLOR PER OWNER.
N Q PROPOSED ASPHALT ROAD N Q q
> > m
MAX. 3:1 SLOPE
TO EXISTING
GRADE DUMPSTER PLAN
R/W
I
I
I
I
e
11
MAX. 3:1 SLOPE
2' C. VALLEY TO EXISTING
GUTTER CURB GRADE
SURFACE COURSE
2" SF9.5A (1" LIFTS)
FINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
2) 1 YEAR FROM INTERMEDIATE COURSE PLACEMENT,
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED WHEN APPROVED BY NCDOT.
INTERMEDIATE COURSE
2 1/2" 119.013 OR S9.513
BASE COURSE
8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBC TYPE B25.00.
SHOULD ENTIRE DEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN
ALTERNATIVE BASE COURSE PAVEMENT DESIGN MAY BE SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL.
SUBGRADE
COMPACTED SUBGRADE (SEE SECTION 1.A.18)
LOCATION. W W W W W W W W W
V W W W W W W W W W W W
4. IF THE SLOPE FROM FLOWLINE TO BACK OF CURB AT RAMP IS LESS W W W W V W V W W W
THAN 8.3%, THEN THE SLOPE FROM LIP TO FLOWLINE AT RAMP MAY V W W W W W B W W W W W W
EXCEED 5%AS LONG AS THE DIFFERENCE BETWEEN THESE TWO SLOPES 8' WIDE
IS LESS THAN 13.3%V W W W W W W W W W W W
PLANTING
STRIP (TYP.) W W W W V W V W W W
V W W W W W Cy fC W W .�.BAG.K Of W
TURNING SPACE/LANDING W W W W W OURB-
V W W W W W W W W W W
1.5% (2% MAX.)
CROSS -SLOPE AND
RUNNING SLOPE �\ •�•�• _____ ��FLOWLINE
\A A CONTINUE JOINT AT I VARIES - I_ - I_ VARIES
BACK OF CURB r (MATCH GUTTER LIP
SIDEWALK
c M. WIDTH)
4" FLOWLINE DEPTH SLOPE "A" = UP TO 1.5% (2.00% MAX)
AT RAMP LOCATION SLOPE "B" = UP TO 7.5% (8.33% MAX)
FLOWLINE ��/ PLAN VIEW SLOPE "C" = UP TO 10% MAX
/
ISOMETRIC VIEW
TURNING SPACE/LANDING 2" MAX FROM BACK OF CURB
1.5% (2% MAX.) TO DETECTABLE WARNING 4" FLOWLINE
4" FLOWLINE DEPTH CROSS -SLOPE AND RUNNING SLOPE SURFACE MAT DEPTH AT RAMP
AT RAMP LOCATION EDGE OF PLANTING STRIP 2% SLOPE (BEYOND) ---- 2 i LOCATION
PAVEMENT 6"1
UP TOS% r,TO"
RAMP -UPT07.5% UPT07.5% ELEVATION 7 1
(8.33% MAX) (8.33% MAX) MA
SEE NOTE RAMP SLOPE
#4 ABOVE UP TO 7.5% 2'-O"
SIDEWALK
61' (8.33% MAX.) DETECTABLE
TYP. MATCH 2_0„ WARNING
RAMP SLOPE VALLEYGUTTER MAT PER VALLEY
CLDS GUTTER
#10.35B (BEYOND)
2'-0" VALLEY GUTTER RAMP DETAIL
MAXIMUM SLOPES FOR VALLEY GUTTER DEPRESSION AT RAMPS
NOT TO SCALE TYPICAL RAMP SECTION AT CENTERLINE
PERPENDICULAR CURB RAMP NOT TO SCALE
WITH 2'-0" VALLEY GUTTER DETAIL
CONC. POST FOOTING
HOLD FOR POST
BELOW BOTTOM
ELEVATION OF SLAB
DUMPSTER ENCLOSURE DETAIL
NOT TO SCALE
BACK OF WALK
BACK OF GUTTER
(VARIABLE SLOPE NOT TO EXCEED 12:1)
FLOWLINE
a d •.
. d. d
2'-3" j 4'-0" 2'-3"
SECTION THROUGH FLOWLINE
INCREASE BASE
COURSE DEPTH
TYPICAL PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
EXISTING WALK 1/4" PER FOOT
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 1-1/2"
° .A4a * FLOW LINE
° d..' 6-1/4" e 7
4'-0" 4'-0"
1'-5 Y2
TYPICAL RAMPS SECTION
ACCESSIBLE RAMP SECTIONS
NOT TO SCALE
GENERAL NOTES:
°d 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5'
a' a INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45,
eve AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION
JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
4" • 8 •: o` 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH OF
< SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
.. d.'
d ': ° 4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET
SECTION, A MINIMUM OF 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE THESE
STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER.
1/8" RADIUS 8• JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN A
MAXIMUM OF 1/4" FROM FLUSH.
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
4'
a'
1.56%
5'
1"
1.67%
6'
1 $"
1.56%
8'
1-7
1.56%
a •. Y L/Z tAF AIVJIUI1J JUlly 1
d.
.d . w
d °
JOINT FILLER o u 1.50% (2.00%MAX.)
1/2" � � -�
14
PROPOSED CURB & GUTTER
Al
TRANSVERSE EXPANSION JOINT
IN SIDEWALK PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION
JOINTS IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS DETAIL
NOT TO SCALE
7 1/2"
2 EACH, #4 REBAR FOR
CONTINUOUS
REINFORCEMENT OF
THICKENED EDGE
6" CONC. (3600 PSI)
W��x 6" x 10 X 10 CANE BOLT, u
PROVIDE SLEEVES (4" MIN.)
IN CONC. @ OPEN AND
CLOSED POSITIONS FOR
EACH GATE
DUMPSTER SCREEN ELEVATIONS
BROOM FINISH AS
PER PLANS
1/8" EXPANSION 3600 PSI COMPRESSIVE
JOINT W/3/4" TOOLED STRENGTH CONCRETE
CHAMFERED EDGE
6"x6"xVV2.9xVV2.9
2 WELDED WIRE MESH
X 6"
°3r 1� 4
`COMPACTED SUBGRADE
Tl 9 MIN. 4" ABC BELOW APRON
HEAVY DUTY ASPHALT & CONCRETE TRANSITION
NOT TO SCALE
L = 10 FEET IN LONGITUDINAL SECTION
w
w
L
L/4 L/4 L/4 L/4Lu
}
Q Q
N m Z _> Lu
H
z Lu 0 ~
"' V) U A B C m N 0 BACK OF CURB
`" FACE OF CURB o
A 1 B C
LIP OF GUTTER/EOP
PLAN VIEW
8 3/4"
a 1��
N N
�► . a od . dy d
dO a
4 ' 1 1/2"2'-4 1/2" 2'_3" 2d, d . d
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
2'-6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER
NOT TO SCALE
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, SKYLAND DRIVE
TOWNHOMES, S. SKYLAND DRIVE, MT.
PLEASANT, NC, CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 10/07/19. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190010
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
1,99E-0 # N&-4
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SITE DETAILS
NOT TO SCALE

BACK OF CURB FRAME GRATE AND HOOD NOTES: MORTAR JOINTS 1/2" +/- 1/8" THICK.
SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O S O O Cn
X % EXPANSION JOINTS i GENERAL NOTES: i
TOP ELEVATION F- F- 2" WEEP HOLES F-
5/S" 1, 0„ USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q Q Q Q Y „ Q
DEDUCT FOR PIPE S FROM TOTAL CU. YDS. OF BRICK MASONRY. Q F- 8" E Q ^� USE CLASS B" CONCRETE THROUGHOUT. Q Q
USE #4 BAR DOWELS AT 12" CENTERS FOR ALL PIPE SIZES. I --I (,r}
U I U, U PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Cr U U
Y Y O 6" 6' O ON CEN-ER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66• O
A PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" JO CL = Z #4 BARS "V" STD. 840.03 FRAME 0 JO CL = Z I I W J ~ Z
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. (n @ EQUAL SPACES GRATE & HOOD O OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #a BAR DOWELS AT O O (n 2
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. Lu Q LL = 12" CENTERS AS DIRECTED BY THE ENGINEER.
m --- CCZ 11/2r, 1/2„ WccZW X X W ZW
,
B USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS F- U O Ur 3 / H U < O 0 I USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. F- U O 0
- - - - 8" 8" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q F-I I I / Q � F-1 - - 1 IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q
MIN. MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB � = ZO W / ZO W I J AS SHOWN ON STD. NO. 840.00. ZO W
AS SHOWN ON STD. N0. 840.00. LL. J / LL. _J - - - - - � - - - - - LL, J
D � O 1--I Q = = Ci O" Q - - CONSTRUCT WITH PIPE CROWNS MATCHING. � O 1--1 Q
MIN. FOR 8'-0' IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE O Cn � R rl _ w R m = w 6'-0" O f1% I O
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z I--1 v U Z 1-i I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z I --I
6'-0 QUANTITES TO BE ADJUSTED ACCORDINGLY. > = d = d PLAN DO CL�>-1 INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
DO
PLAN X T CONSTRUCT WITH PIPE CROWNS MATCHING. r � p U) GO LL U) COLL T_ p INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r � p
TSEE NOTE W x x CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W W
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". r p m ¢ m ¢ T p I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r p
TOP ELEVATION = - a d TOP ELEVATION CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE. w = w EXPANSION JOINT6 Y I
m @ h USE ON FLAT GRADES 2% AND UNDER 6" P LAN DRAWING NOT TO SCALE.
- - _ _ _ - _ - FRAME GRATE AND HOOD TOP ELEVATION
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 - I
STEPS STD. N0. 840.66 SWITH RATE FRAME REMOVED
13 8,r EXPANSION JOINT�3' m13 -0 DEPRESSED GUTTER LINE
MIN. A MIN. _ - - - - - - -
x I o TO�LEVATION
PLAN OF TOP SLAB SECTION S-S 1 BRICK COPING(INCIDENTAL)
W - 6" = A o ELEVATION 0 TOP ELEVATION O
o 6--' B E W NORMAL CURB AND GUTTER ON LIGHT GRADES LL STD. 840.16 FRAME v W Lu
E Cf3 Z Cf3 Z & GRATE Cf3 J
z z z STIPULATION FOR REUSE
TOP ELEVATION NORMAL GUTTER LINE Z W
#4 BAR HIL
SECTION Y-Y C 8 MIN. Q CO d 8„ E #8 "W" BARS #4 BAR 8" EXPANSION JOINT Q CO a s B s = Q a ON A SPECIFIC SITE, SKYLAND DRIVE
Q W 6" A 6" F1 THIS DRAWING WAS PREPARED FOR USE
8" D MIN. g" [L
MIN. D MIN. C] CL #4 BARS "V" 6" USE ON GRADES OVER 2% Q
d 0 a TOWNHOMES, S. SKYLAND DRIVE, MT.
RISER HT. @3 EQUAL SPACES N - - _ _ _ _ Q = PLEASANT, NC, CONTEMPORANEOUSLY
VARIES - _ LID�' - - -
.. . Q H 10" MAX 6'-0" Q H I I Cc
Q M N 10E07N1A. AND
WITH ITS ISSUE DATE 0
I 0IT IS NOT SUITABLE FOR USE 0
6"MIN. a: ° -;o : ° p Q EXPANSION JOINT p a I o I I I < DIFFERENT PROJECT SITE OR AT A LATER
1'-0" = I��I Cr TIME. USE OF THIS DRAWING FOR
8„ z (l 2 #a BARS "u" z (� 2 M z
T SECTION J-.J SEE NOTE g"MIN. o ',�'.�.'.o '.°��-.o '�.�.'.o ,..'. 1%2" 6�� DEPRESSED GUTTER LINE I W 2 REFERENCE OR EXAMPLE ON ANOTHER
�i MIN. WHERE 30" TO 36" PIPE IS USED F ~ ELEVATION F- ~ _ F- H PROJECT REQUIRES THE SERVICES OF
E SECTION M-M 3 SEE NOTE Cn Y N Cn Y N DOWEL (n W _ PROPERLY LICENSED ARCHITECTS AND
WHERE 42" TO 54" PIPE IS USED �% f SECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES (,� _ N ENGINEERS. REPRODUCTION OF THIS
�..� } �..� m SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE 18' m TDRAWING FOR REUSE ON ANOTHER
RISER HT. WHERE 30" TO 36" PIPE IS USED Q Q Q r
♦� ♦� PROJECT IS NOT AUTHORIZED AND MAY
VARIES E Q m MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)* m SECTION X - X SECTION Y - Y o Z BE CONTRARY TO THE LAW.
J F " J Q DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY DEDUCTIONS Q Q O
M M O PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOTAL BRICK MSNR. BRICKAND
ONE PIPE O O C�
I CC D A B C G H E F NO. LENGTH NO. LENGTH No. LENGTH LBS. SLAB SLAB CONIC. IN WALLS CONCRETE -C. M. R.C. DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
I 1 A 12" 3'-0" 2'-2" -- -- 2'-9" -- - -- -- -- -- -- -- __ __ 0.281 0.281 0.883 1.164 0.020 0.042 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR
I 1Li 1 15" 3'-0" 2'-2" 3'-0" 0.281 0.281 0.963 1.244 0.031 0.047 PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE r
TOTAL IP"T`II
I 18" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 BOTTOM WALL PER
I
D A B H CONCRETE, C. M. R.C.
I LL 24" 3'-0" 2'-2" 3'-9" 0.281 0.281 1 .204 1.485 0.078 0.121 SLAB FT. HT. FOR MINIMU
I I HEIGHT, H
30" 3'-0" 2'-2" 3'-4" 4'-3° 1'-2" 4'-4" 4 V-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026
36" 3'-0" 2'-2" 3'-10" 4'-9" 1' 8" 4'-4" 4 2'-0" 4 4'-1° 3 4'-1" 49 0.187 0.415 0.602 1.914 2.516 0.176 0.261 15" 2'-3" 0.648 0.023 0.036
WHERE 42" TO 54" PIPE IS USED �� �, r 42" 3'-0" 2'-2" 4'-5" 5'-3° 1'-5° 3'-6" 4 1779" 3 3'-3" 3 3'-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371 18 2'-6" 0.703 0.033 0.049
48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 41 0.173 0.410 0.583 2.415 2.998 0.313 0.477 24" 3'-0" 0.814 0.059 0.085
DETAIL SHOWING METHOD SHEET 1 OF 2 54" 3'-0" 2'-2" 5'-7" 6'-3" 2' -7" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 47 0.211 0.448 0.659 2.806 3.465 0.396 0.595 SHEET 2 OF 2 SHEET 1 OF 1
OF RISER CONSTRUCTION PLAN PLAN RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 30' 3'-0' 2'-0' 3'-6' 0.222 0.222 0.925 0.092 0.127
840.01 840.01 840.14 ;� z
r, co
O � E 0 Cn TOP OF FILL TOP OF FILL---7TOP OF FILL 0 Cn � W
�11/211 3r-611 Q 6„ A 6„ OPTIONAL MANHOLE
1 r r Q E Q Q Q Q r ICI
1 It
DEPRESSION �\ 1 rJ/$rr,Il II 1 /2 �1 Fj/8rr O 0 V Y C GENERAL NOTES: HCr
0 GROUND LINE GROUND LINE GROUND LINE hZ1
r rJ $rr r rJ $rr LO I I LJ F LL _J F� Z 6" CHAMFER ALL EXPOSED CORNERS 1". W J EL H Z H H H LL J E I --I Z QI F�1
1- 7 1 7 II 1 fl O O O= USE CLASS "B" CONCRETE THROUGHOUT. O O O 2 O O� 2
W Q Q LL = X - _ )( _ - OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q Q LL = III?Illapr_111==1rr_Irr_Irrellr_ tl1=1r1=B1_Irl_=rrl_III_rrrolll_ IIr=lrlvgr_Ilrc �� - vrrrcpl_Irrerrl_ W Q LL. = w Z
O G HU O HU O Ti in a in iu �r �U O [~
I E C'3 D I-� y �� D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. � CD � (�
0 _ Q Q [ c Q III I11 IIr III Q
N `� F- 2 ~ Z f1 - - - /( - = m v / rJ \' USE FORMS TO CONSTRUCT THE BOTTOM SLAB. X. ~ Z LLI - COMPACT AFTER - n COMPACT AFTER _ F- Z Lu W
0 W 1- - 7 ,l••� W I nr I _ rn I _ m W
Cn � O � I m m o y (/D � O - _ _ - _ _ = PIPE IS PLACED - - - _ _ _ - _ = PIPE IS PLACED � � O I _
C'7 - - - - - _� - _ - _ _ _ CC 0 I--1 J 1 m w ( I� I LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, W 1-1 J III IIr &PRIOR TO Trr rrl Irr r &PRIOR TO LL- H J
O Q PLACEMENT OF _ TYPE 2 PLACEMENT OF O Q
0 O Q !� I m ¢ ADD TO BASE AS SHOWN ON STANDARD N0. 840.00. O O O Cn
CV N I Z I --I - - �- :) '7� !- - - v � U ,\ 1 / Z I --I FILL ■'rrr GEOTEXTI LE - �� I_I FILL Z H ^ r l
;In �L(
L PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS=•ru_rlFllr=In TI• I.D./6 MIN. Irl
r \ - 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. • ; • •...•. • • NOT LESS - • • • I
CL
I I W LLI I.D. /6 MIN. hula nr �m�u r_ ,u _pr zlnz THAN 6" r -nl=m= ul =_m _n 1= EARTH p
r r I.D./6 MIN. - - - _ _ = I r= = _ W=ul _Ili
SECTION G - G Lu
p 3 p NOT LESS THAN 6" p 1� U�
r 6" = 3" ADJUST THE STEEL, CONCRETE AND BRICK. MASONRY QUANTITIES r 0. D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'H'
M I TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
BUT NOT LESS THAN 12 r-)
F !_ Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3' O
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR.
T PLAN 0 F FRAME Ln PLAN OPTIONAL SPACED 6" ROCK FOUNDATION U
T C. TO C. THIS FROM TOPOF BOTTOM SLAB TO TOP PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
1 1 _ 75?-/8 1 1 _ 75/811 BRICK MAY BE USED
CAST IRON TO ADJUST FRAME & TOP OF FILL TOP OF FILL-7TOP OF FILL
O 6„ COVER TO SURFACE Z
LLI Co ELEVATION MAX. 1'
PLAN OF GRATING , #4 BAR i„i I�TI
o V
2' CAST 11 CAST IRON LL z 1/" _ LL ^ H _ MIN. O.D. H MIN. O.D. MIN. O.D. H MIN. O.D. O Q Q ^ MIN. O.D. MIN. O.D. _ -�- _
(0 OUTLET PIPE a m W
CO CD J ; AD
COLE OR F 11/2H Z0 - GROUND LINE ! GROUO " r.A I O Z F-I GROUND LINE .y TYPE 2 2W rrrr $Ir - - 6" Q �--__-__GEOTEXTILE QMODIFICATION LOG
/8 1/8 /$ Q INLET PIPE p. /+ S/+ECTpION Q a _ _ aLLI C0 6 I ' V OR D-D DOWEL 0 =rrl = i : =lFrn= In _ - - =1 COMP CT AFT _ `�'SECTION X-X p Z Q _ - -I =m-rrl T _ & PRIOR TO -u ,.... .. •• .� n ul _Cr
3'- 33/4 2r-33/4 Z COMPACT AFTER �-J .. ; •:' .'.:. - LLJ Lu
J____________-fir e. .:.:•••• ..; •'.. .rll -PIPE IS PLA..;,•,rlr 1CC
PIPE IS PLACED I D./6 MIN. } PLACEMENT OQ
rr rr Q NOT LESS THAN 6' J rn=nr= lu _In_u 1= lu _nr=nr FILL nr_In= n _nl=u r= nl _ql=ur
1316 'Z p DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p &PRIOR TO - - - - d CO
1--1 = PLACEMENT OF I.D./6 MIN. AS DIRECTED H
1/$rr 1/$II 1/$rr 1/$ n Z LL DIMENSIONS OF BOX AND PIPE TOP SLAB z l 2 FILL O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER z ~ X ---- ---- ----
Q REINFORCEMENT' CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q UJ a NOT LESS THAN 6" O.D.+ 2' Q 0. W
H BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDS. % " PER FOOT OF 'H' F-
3/ rr 3/ rr I c 3/ rr 3/ rr c p 6' PIPE SPAN WIDTH HEIGHT U O BUT NOT LESS THAN 12" Cn J
SECTION H - H Lu x s" W = NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" LL U- ---- ---- ----
3r-211 2'-2" i J � p,• EXP. JOINT D A B H NO. LENGTH E F TOP BOTTOM WALL/ LEIS. CU. YDS. C.S. R.C. = N UNSUITABLE MATERIAL FOUNDATION
SLAB SLAB FT. OF HT. REINF MIN. H" } r PIPE ABOVE GROUND }
�- N 1/ •9„ 12" 2'-0" 2'-0" 2'-3" 12 2'-9` 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 Z G
_ p p GENERAL NOTES: p
Q F--I � 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 Q Q DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q G
rZ1/$rr 21/$rr �_ O a 6" o / = O I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O
18" 2'-6" 2'-6' 2'-9" 14 3'-3'- 3'-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 V
3r 1 3/ rr N N 2r 1 3/ II N N = � W y _ 24" 3'-0" 3'-0" 3'-3" 16 3'-9° 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - SPRINGLINE OF PIPE W ��
Q B 30" 3'-6° 3'-6° 3'-9" 18 4'-3' 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127 SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
p , H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ABOVE AND BELOW SPRINGLINE.
I- rr r- rr (C 36" 4'-0" 4'-0" 4'-3" 20 4'-9' 5'-0° 5'-0° 0.463 0.463 0.333 64 2.341 0.132 0.178 ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
3 6 2 F) OF THE EMBANKMENT AT THAT POINT.
O 6' SEE NOTE 3 DOWEL 42" 4'-6" 4'-6" 4'-9" 22 5'-3' 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243 ® APPROVED SUITABLE LOCAL MATERIAL.
LL
48" 5'-4" 5'-4" 5'-3" 26 6'-3' 6'-4° 6'-4° 0.743 0.743 0.407 111 3.623 0.235 0.317 TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. uGuI=III_ a UNDISTURBED EARTH MATERIAL
SECTION E - E SECTION F - F SECTION Y - Y 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495 � FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCA?SULATE
SHEET 1 OF G1 SHEET 1 OF 1 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE As DIRECTED BY THE ENGINEER. SHEET 1 OF 3 JOB NUMBER: C190010
8 4 0 . 1 6 66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-1" 8'-1" 1.210 1.210 0.518 169 5.917 0.444 0.589 1840.31 ACCOMPLISH COMPACTION. � O 0 . 0 1
CHECKED BY: BMF
DRAWN BY: BHE
DATE: 10-07-2019
ALTERNATE WALL
[88£-0 # WiJIA
CONFIGURATION
Z Q00
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.. N
N Ln
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N M
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TABLE OF DIMENSIONS 0 C:)D T A B C E L H:V WT. w O
r
12" 2-1/4" 4" T-O" 4'-1" T-O" V-1" 3:1 730 ^ 1 N O
15" 2-1/4" 6" 2'-3" 3'40" 2'-0" 6'-1" 3:1 730
18" 2-1/2" 9" V-3" T-10" T-0" 64" 3:1 1190 V
C B 24" 3" 10" T-8" 2'-6" 4'-0" 6'-2" 3:1 1770 W O r
L = LENGTH 30" 3-1/2" 1LO" 4'-6" V-8" 5'-0" 6'-2" 3:1 2380 Q 0
36" 4" V-3" 5'-3" 2'-11" C-0" 8'-2" 3:1 5320 '-
PLAN 42" 4-1/2" 1'-9" 5'-3" 2'-11" C-6" 8'-2" 3:1 5920 E- � (p
48" 5" 2LO" C-0" 2'-2" T-O" 8'-2" 3:1 7470 N U N
r 54" 5-1/2" 2'-3" T-6" 2'40" T-6" 8'-4" 3:1 8810 a w O CID
N
60" 6" 2LIS" T-0" T-3" V-0" V-3" 3:1 11180 O
c U
66" 6-1/2" 3LO" C-0" 2'-3" V-6" V-3" 3:1 12530 W O Z
IVS�OPE _ 72" 7" 3'-0" 6'-6" 1'-9" 9' CL-0" V-3' 3:1 13980 O
.,CU o �o u U o
a Q) CO 0"
GENERAL NOTES: Q Co U
SECTION 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
SEE STD. 20.23 AND 20.24 OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO M170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
/ \ 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
S. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
4" 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED E � IT ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES. SITE
� J IT E DETAILS
�1 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
END VIEW
i
FLARED END SECTION DETAIL L I all Z,•''
NOT TO SCALE 915
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*** 3 Days Before Digging *** 6-20-19
North Carolina 811 1 SHEET-
:.,
811 or 1-800-632-49449 C1081
Remote Ticket Ent ''� .��y M • F `�`
http:Hnc811.org/remoteticketentry.htm '77"I'llIIIII%%%AAv��